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HomeMy WebLinkAboutBLD2014-00171 *BUILDING PERMIT APPLICAON BLD14-00171 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00171 Received Date: 5/16/2014 SITE ADDRESS: 91 W VALLEY RD OWNER: CHIMACUM SCHOOL DIST#49 PHONE: 360-385-3922 PO BOX 278 CHIMACUM WA 98325-0278 SUBDIVISION: Block: Lot: T 21+ PARCEL NUMBER: 901142016 Section: 14 Township: 29 N Range: 01 W CONTRACTOR: TBD PHONE: 253-584-6606 REPRESENTATIVE: HENRY FLORSCHUTZ PHONE: 360-732-4090 ext28C PO BOX 278 CHIMACUM WA 98325 PROJECT DESCRIPTIOF RENOVATION OF GYMNASIUM AT CHIMACUM HIGH SCHOOL TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: 14,152 TYPE OF IMP ALT MAIN: 0 INDUSTRIAL: VALUATION 765,600.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS NUMBER OF EMPLOYEES: WATER SYSTEM: 05783 BATHROOMS: Exist: 2 Prop: 3 Total: 5 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $5,157.00 MEB 06/02/14 148755 Plan Check $3,348.80 MEB 06/02/14 148755 APPROVED VE State Building Code $4.50 MEB 06/02/14 148755 Total: $8,510.30 JUL 10 2014 Jefferson County DOL. \\tidemark\data\forms\F_BLD_App_Bld.rpt 7/1/2014 S 0 Jefferson County Building Division Permit Number: BLD14-00171 Applicant: CHIMACUM SCHOOL DIST#49 BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Underground Plumbing l.tq 1 -i i'-1 t3A"t l ".fi Rough-in Plumbing it Framing q(3Q( (1,-for,. ite Airseal � jr Insulation:Walls Insulation:Floors Insulation:Ceiling Mechanical Systems #3°1 I1 - I Duct Test Cert ✓ Smoke&CO2 4 Fire Protection Landscaping Sign Exterior Lighting Fire Alarm Init. Device 14 Septic System Finaled of the e-tit 1pl ed ..: r:,.plicable jR ii ,y� r�,�r��,ry�k'^'3' -�;A.P.P• x�mR4..�,i4 Cir Y�, ',lc' cj e'4 tR* ? •l,{R,4LLl,..pll.tn- t%�d�''64+�,-7 +4Y.Tnt.A�1.M • • , , - and signe. •a� FINAL INSPECTION I -i _it` G�;4D covttiwil FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR CONDITIONS for Building Permit# : \\tidemark\data\forms\F_BLD_Permit_Bldg.rpt 7/10/2014 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00171 Received Date: 5/16/2014 SITE ADDRESS: 91 W VALLEY RD Issue Date 7/10/2014 Expiration Date 7/10/2015 OWNER: CHIMACUM SCHOOL DIST#49 PHONE: 360-385-3922 PO BOX 278 CHIMACUM WA 98325-0278 SUBDIVISION: Block: Lot: T 21+ PARCEL NUMBER: 901142016 Section: 14 Township: 29 N Range: 1V1 CONTRACTOR: TBD PHONE: 253-584-6606 PROJECT DESCRIPTION: RENOVATION OF GYMNASIUM AT CHIMACUM HIGH SCHOOL TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: 14,152 TYPE OF IMP ALT MAIN: 0 INDUSTRIAL: VALUATION 765,600.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BATHROOMS: Permit $5,157.00 MEB 06/02/14 148755 Exist: 2 Plan Check $3,348.80 MEB 06/02/14 148755 Prop: 3 State Building Code $4.50 MEB 06/02/14 148755 Total: 5 Total: $8,510.30 NUMBER OF EMPLOYEES: Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY • CODEplos June 27, 2014 Jefferson County DCD Carl Smith, Director 621 Sheridan St Port Townsend WA 98368 Re: Building Permit: Chimacum High School Gym Remodel, 91 West Valley Rd. Dear Mr. Smith, The construction plans for the gymnasium remodel project have been reviewed for compliance with the 2012 International Building Code, the 2012 International Mechanical Code, the 2012 Uniform Plumbing Code, and the 2012 Washington State Energy Code, as adopted by the State of Washington, as well as any locally adopted amendments to the codes. The construction plans have been found to be in substantial compliance with the adopted codes, and provided the special conditions identified below are incorporated into the building permit, we recommend approval of the construction documents in accordance with IBC Sections 107.3.1. The following special conditions should be made a part of the building permit: 1. Sprinkler Permit Required. A full, NFPA 13 automatic fire sprinkler system is currently installed throughout the building. All system alterations and modifications required as a result of the remodel shall be done under a separate fire-sprinkler system alteration permit issued by Jefferson County. 2. Electrical Permit Required. The electrical system modifications shall be installed under a separate electrical permit issued by the Washington State Department of Labor & Industries (L&I). 3. Fire Barrier Marking: In accordance with IBC 703.6, fire barriers and fire walls shall be effectively and permanently identified with signs or stenciling within the space above the ceiling grid. 4. Backflow Prevention: Cross connection control devices shall be models approved by the Washington State Department of Health under WAC 246-290- 490. Devices shall be tested by a Washington State Department of Health Certified Backflow Assembly Tester in accordance with UPC Sections 603.1 and 603.3.3 as well as WAC 246-290-490. 5. Special Inspection: IBC Chapter 17, Section 1704. In addition to the inspections required by IBC Section 109, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under CodePros,IlC Page 1 of 3 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com • • IBC Section 1705. The special inspectors' duties & responsibilities shall be as specified in 1704. All special inspection reports shall be provided to the Jefferson County Building Department in accordance with IBC 1704.2.4. Prior to final inspection, the special inspection agency shall also provide a final, signed report to the building department stating that all items requiring special inspection and testing were fulfilled and reported, corrections of any discrepancies has been completed, and, to the best of their knowledge, are in conformance with the approved design drawings, specifications, and applicable provisions of the code. 6. Special Inspection Contractor Responsibilities. Third-Party Special Inspection is required in accordance with IBC Sections 1704 & 1705 for the items identified in the Statement of Special Inspections (as required by IBC Section 1704.3). In accordance with IBC Section 1704.4, each contractor responsible for the construction of the work listed in the statement of special inspections shall submit a written statement of responsibility to the building official and the owner prior to the commencement of work on the system or component. The contractor's statement of responsibility shall contain acknowledgment of awareness of the special requirements contained in the statement of special inspections. 7. Engineering or Architecture: Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Jefferson County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, or changes are made without approval from the architect or engineer and the Building Official, approval will not be granted, and a re-inspection fee may be charged prior to any further inspections being performed or approvals granted. 8. All Construction: All construction shall meet or exceed all local ordinances and the requirements of the 2012 International Codes as adopted by Jefferson County and Washington State. Occupancy is limited to the approved and permitted classification. 9. Field Correct: The construction of the permitted project is subject to inspections by the Jefferson County Building Department. All construction must be in conformance with the 2012 International Codes as adopted by Jefferson County and Washington State. Any corrections, changes or alterations required by a building or fire inspector shall be made prior to requesting additional inspections. 10.Final Inspection Required: All building permits shall have a final inspection performed and approved by the Jefferson County Building Department prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration will be documented in the legal property records on file with Jefferson County as being non-compliant with the County's ordinances and building regulations. 11.Permit Expiration: All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder have prevented action from being taken. Cab Pros,tIC Page 2 of 3 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com • I 12.Engineering or Architecture: Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Jefferson County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, or changes are made without approval from the architect or engineer and the Building Official, approval will not be granted, and a re-inspection fee may be charged prior to any further inspections being performed or approvals granted. 13.Fire Extinguishers: Fire extinguishers are required for this occupancy. Minimum rating of 2-A:10-B:C required. Fire extinguisher shall be located along a path of egress and spaced such that not more than 75 feet of travel distance exists between any point inside the building and an extinguisher. Extinguishers shall be located not higher than 5 feet above the finished floor. Indoor fire extinguisher cabinets shall not be equipped with locks. Extinguishers shall have a service tag verifying they have been serviced by a professional extinguisher company. If extinguisher is recently purchased, the tag inside the box may be affixed to the extinguisher with "NEW" and the date of purchase. It has been our pleasure to work with you on this project with our mutual desire for safety in the built environment. If you have questions or concerns, please contact CodePros at 360-801-0543, or contact me directly at mbarth a(�codeproswa.com Sincerely, Michae 'J. 4 -rth, M.C.P. Building Code Consultant CodePros,uC cc:Mary Blain,Plans Examiner COdUPrOS,LLC Page 3 of 3 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com (=' 7N JEFFERSON COUNTY rV 'y' DEPARTMENT OF COMMUNITY DEVELOPMENT „ Date: Time Time Received: Z5-2._Z., am41 Mon. de Wed. Thur. Fri. Date: 119.1 BLD: _ )-7/ Contact Name: Owner: l t4ek Contact Number: 360 j-3 7 73'x,3 Address: q 1 Iv oil-Q 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection_ Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling (::- . -y JEFFERSON COUNTY I Y R` ` DEPARTMENT OF COMMUNITY DEVELOPMENT /r:Sf - Date: /p_____ _Time Received: .?,or am/s Mon. Tue. 0. Thur. Fri. Date: /P.— ' BLD: /4'1 7/ Contact Name: Owner: q/f � ��� Contact Number: Z062�3 3 77 7�� Address: Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection__X____ Setbacks Floor Foundation Wall Address Posted Block & Tile Ceiling aio d Mary Blain From: Linda Atkins Sent: Tuesday, July 08, 2014 12:08 PM To: Mary Blain Subject: FW: BLD14-171 review Specs and Drawings-Chimacum School I just received this from the state regarding the remodel at the school. Looks like they are good to go. I will sign off on it in the case. Please put a copy of this email in the file.Thanks. Linda Atkins R.S. Environmental Health Specialist, JCPH Environmental Health Division 360-385-9444 ACwa1J.s working for a safer and hiealtkier Jefferson County CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act, a state law found at RCW 42.56. Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy (or for inspection) of this e-mail unless it is also exempt from disclosure under state law, including RCW 42.56. From: Andreasson, Jeanne M (DOH) [mailto:Jeanne.Andreasson @DOH.WA.GOV] Sent: Tuesday,July 08, 2014 11:38 AM To: Linda Atkins Subject: FW: BLD14-171 review Specs and Drawings Hi Linda—This email bounced back to me last week. Sorry for taking so long getting it to you (I was taking extra time off over the holiday). From: Andreasson, Jeanne M (DOH) Sent: Wednesday, July 02, 2014 10:31 AM To: 'Linda Atkins' Subject: RE: BLD14-171 review Specs and Drawings Hi Linda The LOSS serves both the Chimacum High School and Middle School (Permit Number JEF036). The permit was just reissued on July 1,2014. They are in compliance with their permit. Permitted flow is 11,460 gpd. The flow monitoring for last year showed a peak month average daily flow of 5,077 gpd. I have no objection to the addition of the 3 toilet in the locker room. As,always,thanks for checking with us and have a Happy 4th Jeanne Anclreasson, f'.L. Environmental l ngineer Washington State Department of Health Office of Shellfish and Water Protection Wastewater Management Section PO Box 47824,Olympia WA 98504-7824 1 360-236-3360 fax 360-236-2257 • )eanne.andreas s one doh.wa.gov Public Health—Always Working for a Safer and Healthier Washington From: Linda Atkins [mailto:LAtkins @co.jefferson.wa.us] Sent: Wednesday, July 02, 2014 9:38 AM To: Andreasson, Jeanne M (DOH) Subject: FW: BLD14-171 review Specs and Drawings Jeanne, Attached is a full set of the plans for a project out at the Chimacum High School Gymnasium. Per the plans reviewer they are adding 3 toilets in the locker room, no other plumbing added apparently. This is a LOSS so I need your review and approval that the septic system is in compliance and has capacity. I will forward your response to the Building Department. If you have any questions don't hesitate to contact me and I'll track down what you need. Thanks. Linda Atkins R.S. Environmental Health Specialist, JCPH Environmental Health Division 360-385-9444 always working for a safer and healthier gefferson County CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act, a state law found at RCN'42.56. Under the Public Records law the County most release this e-mail and its contents to any person who asks to obtain a copy (or for inspection) of this e-mail unless it is also exempt from disclosure under state law, including RCN' From: Mary Blain Sent:Tuesday, July 01, 2014 9:44 AM To: Linda Atkins Cc: Susan Porto; Randy Marx Subject: BLD14-171 review Specs and Drawings This is the set of plans for the Chimacum High School Gymnasium Renovation. I was going to route the floor plan, but didn't know what to print out since it seems that there might eb multiple pages that are relevant to a state review. Did you need a plumbing plan? Did you want the before and after floor plan? They are adding 3 toilets in the locker rooms(from 2)totaling 5. Just wondering what I should route over to you for review. Thanks! Mary Blain Plans Examiner 2 Dept of Community Development • 621 Sheridan St Port Townsend, WA 98368 ph: 360-379-4461 fax: 360-379-4451 mblain @co.jefferson.wa.us From: Mary Blain Sent:Tuesday, May 20, 2014 8:18 AM To: 'Michael Barth' Subject: FW: Specs and Drawings From: Florschutz, Henry [mailto:henry florschutz©csd49.orq] Sent: Monday, May 19, 2014 3:21 PM To: Mary Blain Subject: Specs and Drawings Mary Just making sure you got the specs and drawings from Ray at Erickson Mcgovern that I sent with the connection. Figured I would send you the files after I downloaded them too. The next email will be for the specs. Henry Chimacum School District 3 • • CODEPOS . June 27, 2014 Jefferson County DCD Carl Smith, Director 621 Sheridan St Port Townsend WA 98368 Re: Building Permit: Chimacum High School Gym Remodel, 91 West Valley Rd. Dear Mr. Smith, The construction plans for the gymnasium remodel project have been reviewed for compliance with the 2012 International Building Code, the 2012 International Mechanical Code, the 2012 Uniform Plumbing Code, and the 2012 Washington State Energy Code, as adopted by the State of Washington, as well as any locally adopted amendments to the codes. The construction plans have been found to be in substantial compliance with the adopted codes, and provided the special conditions identified below are incorporated into the building permit, we recommend approval of the construction documents in accordance with IBC Sections 107.3.1. The following special conditions should be made a part of the building permit: 1. Sprinkler Permit Required. A full, NFPA 13 automatic fire sprinkler system is currently installed throughout the building. All system alterations and modifications required as a result of the remodel shall be done under a separate fire-sprinkler system alteration permit issued by Jefferson County. 2. Electrical Permit Required. The electrical system modifications shall be installed under a separate electrical permit issued by the Washington State Department of Labor & Industries (L&I). 3. Fire Barrier Marking: In accordance with IBC 703.6, fire barriers and fire walls shall be effectively and permanently identified with signs or stenciling within the space above the ceiling grid. 4. Backflow Prevention: Cross connection control devices shall be models approved by the Washington State Department of Health under WAC 246-290- 490. Devices shall be tested by a Washington State Department of Health Certified Backflow Assembly Tester in accordance with UPC Sections 603.1 and 603.3.3 as well as WAC 246-290-490. 5. Special Inspection: IBC Chapter 17, Section 1704. In addition to the inspections required by IBC Section 109, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Code Pros,LLC Page I of 3 P.O.g Box 185 Allyn,WA 98524 CodeProsWA.com 1 • IBC Section 1705. The special inspectors' duties & responsibilities shall be as specified in 1704. All special inspection reports shall be provided to the Jefferson County Building Department in accordance with IBC 1704.2.4. Prior to final inspection, the special inspection agency shall also provide a final, signed report to the building department stating that all items requiring special inspection and testing were fulfilled and reported, corrections of any discrepancies has been completed, and, to the best of their knowledge, are in conformance with the approved design drawings, specifications, and applicable provisions of the code. 6. Special Inspection Contractor Responsibilities. Third-Party Special Inspection is required in accordance with IBC Sections 1704 & 1705 for the items identified in the Statement of Special Inspections (as required by IBC Section 1704.3). In accordance with IBC Section 1704.4, each contractor responsible for the construction of the work listed in the statement of special inspections shall submit a written statement of responsibility to the building official and the owner prior to the commencement of work on the system or component. The contractor's statement of responsibility shall contain acknowledgment of awareness of the special requirements contained in the statement of special inspections. 7. Engineering or Architecture: Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Jefferson County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, or changes are made without approval from the architect or engineer and the Building Official, approval will not be granted, and a re-inspection fee may be charged prior to any further inspections being performed or approvals granted. 8. All Construction: All construction shall meet or exceed all local ordinances and the requirements of the 2012 International Codes as adopted by Jefferson County and Washington State. Occupancy is limited to the approved and permitted classification. 9. Field Correct: The construction of the permitted project is subject to inspections by the Jefferson County Building Department. All construction must be in conformance with the 2012 International Codes as adopted by Jefferson County and Washington State. Any corrections, changes or alterations required by a building or fire inspector shall be made prior to requesting additional inspections. 10.Final Inspection Required: All building permits shall have a final inspection performed and approved by the Jefferson County Building Department prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration will be documented in the legal property records on file with Jefferson County as being non-compliant with the County's ordinances and building regulations. 11.Permit Expiration: All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder have prevented action from being taken. COPros,tiC Page 2 of 3 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com • • 12.Engineering or Architecture: Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Jefferson County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, or changes are made without approval from the architect or engineer and the Building Official, approval will not be granted, and a re-inspection fee may be charged prior to any further inspections being performed or approvals granted. 13.Fire Extinguishers: Fire extinguishers are required for this occupancy. Minimum rating of 2-A:10-B:C required. Fire extinguisher shall be located along a path of egress and spaced such that not more than 75 feet of travel distance exists between any point inside the building and an extinguisher. Extinguishers shall be located not higher than 5 feet above the finished floor. Indoor fire extinguisher cabinets shall not be equipped with locks. Extinguishers shall have a service tag verifying they have been serviced by a professional extinguisher company. If extinguisher is recently purchased, the tag inside the box may be affixed to the extinguisher with "NEW" and the date of purchase. It has been our pleasure to work with you on this project with our mutual desire for safety in the built environment. If you have questions or concerns, please contact CodePros at 360-801-0543, or contact me directly at mbarth(a�codeproswa.com . Sincerely, h 4(d_ jory,Alaraiw. Michae(J. earth, M.C.P. Building Code Consultant Caktres,LLC cc:Mary Blain,Plans Examiner CodePros,LLC Page 3 of 3 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com ON CO • oe J) ERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street l Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitvdevelooment '44tiINO43 Tel:360.379.4450 I Fax:360.379.4451 l Email:dcdt co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description(include separate sheets as necessary): Renovation of gymnasium at Chimacum High School Tax Parcel Number: See Attached Property Size: 60 Acres (acres/square feet) Site Address and/or Directions to Property: 91 West Valley Road, Chimacum 98325 Property Owner(s)of Record: Chimacum School District Telephone: 360 732 4090 Fax: email: henry_florschutz @Q9docp•CS fl 91,G{, Mailing Address: P.O.Box 278 Chimacum,WA 98325 Applicant/Agent(if different from owner):$'TtcUC 5tOra ccr l I true keon Yrr_G o vei-r Telephone: 253-531-0206 Fax: 253-531-9197 email: steve @ericksonmcgovner.com Mailing Address: 101 East 26th Street Suite 300 Tacoma,WA 98421 What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation Building ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family ❑ Garage Attached/Detached ❑ Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)*" ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑ Binding Site Plan** ❑Propane ❑ Long Plat** ❑Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: Erickson McGovern Archife%GNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE � Aso-5-r9 C O D Date: .5.1.07 By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application t at he or she wants prior notice. (' 1 Signature: CK \ S� t) M Date: S/7 1 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable r sponsibility for adhering to and complying with the ESA. The Applicant has read this disclaim arid signs and dates it below. Signature: f C S'p ON Date: 5TH `12.4,77 \�\ 07/24/2013 • • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( 360)732 4090 ( ) MAILING ADDRESS: P.O. Box 278 Chimacum,WA 98325 EMAIL: henry_florschutz@ CS 44c/. "1 CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( 360)732 4090 FAX:( ) MAILING ADDRESS: P.O.Box 278 Chimacum,WA 98325 EMAIL henry_florschutz @Wlect CS d L(c.ars Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewageposal: ❑ New f8t Wood Existing: ❑ Sewer O Addition ❑ Steel Proposed: Bank ❑ Community System Ill Alteration/Remodel 0 Concrete Total: Height: N.Individual System ❑ Repair Elf, Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well 0 Two Party Type of Heat: Proposed: Q(Public No changes to existing Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: No change Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current 375(H.S.) Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes /072) If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert reht0 I evotS telleP i knaT retaWtoH Is this appliance being installed in a Manufactured/Mobile Home? Yes G3 When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated 11-1,1C) b A-- No Change EH Bld App Review: 2"°Floor Heated No Change Consistency Review: Other Heated No Change Base fee: I I Mezzanine No Change Additional Section: Heated Basement No Change Plan Check fee: Unheated Basement No Change State Surcharge fee: Other Unheated No Change Pot Water Review fee: Garage/Carport SUBTOTAL No Change Decks No Change 911/Rd Approach fee: Other No Change TOTAL: $ No Change Receipt Number: No Change Cash/Check Number: ESTIMATED COST(REQUIRED) Date: •Fair market value of all labor and materials foundation to finish $765,600 Base Bid $675,000 Initials: 07/24/2013 ��w� Blai��ULi -_�, ' ! From:' Michael �| ~-r— "'-- t ~~ Sent: . �U�1 pN1 Thu� oy, May ' Mary Blain To: Subject: RE: commercial review Subject: ' . Mary, ' Sure, can do it. I will need a copy of the application and The plans,asvVesanynuppodingdocunments(cabu\atioms,VVSECfonms, etc] If you have it all electronically. You can email it all or send it on a CD. Or, if everything's on paper,j ust let me know and we can either have it shipped, or I'll pick it up. Either vay just let me know. Thanks. Mike. Michael Barth, M.C.P. CodoPr0s,t1C epryswazonn '_ _- -_ ____- -__`�_�-- ----- /wnu�� From: Mary Blain hnaA�o:mb����cu�effergon . Sent: Thursday, May 15, 2014 11:57 AM To: Michael Barth Subject: commercial plan review Mike, Have a joh fo/vou! If you have time'.? We have a large commercial project that justcame in for a massive remodel of the Chinarun High School Gymnasium.n� Carl is woderiflg if you would be interested in doing the Plan Check for this project, since it falls beyond my skills. i Wondering if you are interested, and what you need from metoravevv. Hope you are having a good week! Mary Blain Plan Examiner I Dept of Community Development GZ1 Sheridan 5t Port Townsend, WA 98368 ph: 350-579-4461 fax: 360-379-4451 p - _ -_-_ __, -__- - -_ -„____'_ �-�' From: Michael Barth Sent: Wednesday, May 14, 2014 10:23 AM To: Mary Blain Subject: RE: epoxy? 1 ' ' • • ERICKSON .McGOVERN • .,„ Architects -- . • 6/24/14 • Michael J. Barth, MCP Building Code Consultant • CodePros • P.O. Box 185 Allyn,WA 98524 • • Re: Building Permit Application, Chimacum HS Gym Renovation • Mr. Barth, • Please see the following responses to your review comments from the letter dated June 22, 2014. • • 1. Sheets A2.00, A7.00.The drinking fountains in the lobby create a protrusion into the hallway in excess of 4 inches, in a location which is not "cane-detectable."The fixtures must either be recessed into an alcove or be otherwise reconfigured to not be a horizontal projection as identified in IBC 1003.3.3. Please clarify and/or correct the information. • EMA Response:Lobby drinking fountain.We have revised this drinking fountain by recessing it back behind the adjacent wall.See attached Sheet A2.00 and A7,00 for new detail plan. • • 2. Sheets S2.00&S3.01.Where is detail 3/S3.01 proposed to be used? All three new door • openings are noted with detail reference 2/S3.01. I assume the additional reinforcement required in • detail 3 is intended for the new door opening with the canopy above. is the detail reference on Sheet 52.00 at new door 161C correct, or should it reference Detail 3/S3.01?Please clarify and/or • correct the information. • EMA Response:Detail 3/S3.01.This detail is now called out to be used at door 161C and is shown on • S2.00,The set of structural plans we sent to you on 6/13/14 were not the most current set.This callout is correctly noted on the attached structural plans • 3. Sheet S2.0.The detail reference at a pilaster at Grid 18, near the exit door, specifies Detail • 2/S3.01 which appears to be inaccurate. Is this supposed to reference Detail 3/S3.02? Please clarify. • EMA Response: Reference at pilaster of Grid 18 by exit door.The callout on Sheet S2.00 is now • accurately called as 2/S3.02.The set of structural plans we sent to you on 6/13/14 were not the most current set.This callout is correctly noted on the attached structural plans • • 4. Sheet M4.00.Toilet rooms(304, 305, 306, 309, 314),shower rooms(3080, 307C), and the laundry/training room(301)all have showers, water closets, and/or tubs which require the rooms to • be provided with exhaust systems in accordance with IMC 403 and Table 403.3. In addition, in • accordance with IMC Section 401.6, local sources producing odors,fumes,spray, vapors,etc. In quantities as to irritating or injurious to health shall be provided with an exhaust system, discharging • to the outdoors, or some other form of collection and removal of the contaminants.Each of the • rooms noted above is shown to have a return air louver and duct returning the contaminated air to • existing air handlers H&V-7 and H&V-8. No descriptions of the H&V units are provided. Are H&V-7 and H&V-8 heat recovery units that fully exhaust the contaminated air to the exterior?Or, do the air • handlers re-circulate the contaminated air back Inside the building?(Note: both units provide • supply air to the rooms requiring exhaust as well as several storage rooms.)Please provide a description of the existing units and confirm or clarify how the mechanical systems satisfy the • exhaust requirements of the IMC. • • • 101 E 26th Street,Suite 300-Tacoma WA, 98421 • P 253.531,0206 www.ericksonrncgovern.com tows • • • • • • • BCE Response: H&V-7 and H&V-8 are existing units that are not being altered under this scope of work. Per 2012 IMC 102.4;Additions,alterations, renovations or repairs to a mechanical • system shall conform to that required for a new mechanical system without requiring the • existing mechanical system to comply with all of the requirements of this code.With regards to these H&V units we are simply replacing damaged and worn out supply and return registers at • the ceilings.We are not otherwise altering or modifying the existing mechanical system and • would not expect to be required to conform to the above referenced IMC requirements. • 5. The mechanical and electrical specifications received as a PDF only include every other • page. Please provide a full set of the mechanical and electrical specifications. EMA Response: A complete set of mechanical and electrical specifications will be provided. • I hope this satisfies your comments. • As a point of clarification;the exterior finish changes, the courtyard in front of the gym and the • exterior roof canopies were all put in this project as alternate bids.We opened bids for this project • on June 10, 2014. • After reviewing the results of the Bid the owner's decided not to add the cost of this exterior siding • or the courtyard or the larger roof entry canopy at this time.That work will not be done now. • The two small roof canopies may be added to this contract for this phase of work. • • This information on the final scope of work may be important for your review. • If you have any questions, please call me. • Sinceitly, I 10 • r • ap • S even J.S •racisli • SJS/pa • • • CC: Mary Blain,Jefferson County DCD • Henry Florschutz, Chimacum School District • • • • • • • • • • • NORTH VICINITY MAP R d TENNIS COURTS DISTRICT ADMIN. HIGH SCHOOL '----- ...._J l`t' `t INTRACTOR STAGING D LAYOUT AREA PLAY TRACK AND FIELD AREA WEST VALLEY ROAD 1 3 l ` Z MIDDLE SCHOOL f'r •r✓ `r a PROJECT INFORMATION L PROJECT ADDRESS: CHIMACUM SCHOOL DISTRICT NO. 49 91 WEST VALLEY ROAD CHIMACUM, WA 98325 PARCEL NUMBERS: 901 142 016 901 142 026 901 142 012 901 142 035 901 151 013 901 151 017 OCCUPANCY TYPE: GROUP E CONSTRUCTION TYPE: V -B ZONING: RURAL NEIGHBORHOOD CENTER & RR 10 SITE AREA: 60 ACRES BUILDING AREA: 184,858 SF AREA OF GYMNASIUM REMODEL: 14,152 SF (APPROX.) Validity of hermit. The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of any violation of any of the provisions of the Codes as adopted by the State of Washington algid the local jurisdiction. Perrnit presurning to give rauthorEty to violate or cancel the provisions of such codes and ordinances shall not tie valid- IRC R105.4, IBC 105.4 7 70 M po\- s� 300 GYMNASIUM RENOVATION AREA OF WORK- 14,152 SF COURTYARD AREA OF WORK 300 � --_ PLAY AREA 20, PLAY AREA MULTI PURPOSE 500 OVERALL SITE PLAN SCALE: 1 " = 100,4, @ AT 14; CENTERLINE 0 DIAMETER OR ROUND # POUND OR NUMBER AB ANCHOR BOLTS ACP ACOUSTICAL CEILING PANEL ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR BD BOARD BIT BITUMINOUS BLDG BUILDING BLKG BLOCKING BM BEAM BO BOTTOM OF BS BACKSPLASH CG CORNER GUARD CJ CONTROL JOINT CLG CEILING CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CPT CARPET CR CARD READER CT CERAMIC TILE DBL DOUBLE DP DEEP DS DOWNSPOUT DTL DETAIL (E) EXISTING ETC ETCETERA EA EACH EJ EXPANSION JOINT ELECT ELECTRICAL ELEV ELEVATION EM ENTRY MAT EO EDGE OF EQ EQUAL EQUIP EQUIPMENT EXH EXHAUST EXT EXTERIOR FA FIRE ALARM FNDN FOUNDATION FIN FINISH FF FINISH FLOOR FR FIRE RATED FMT FLEXIBLE MARBLE TILE FRP FIBERGLASS REINFORCED PANEL FT FOOT OR FEET FX FIRE EXTINGUISHER GA GAUGE GALV GALVANIZED GWB GYPSUM WALLBOARD HACP HUNG ACOUSTICAL CEILING PANELS HM HOLLOW METAL H HEIGHT OR HIGH HR HOUR ID INSIDE DIAMETER IN INCHES 1NSUL INSULATION INT INTERIOR JT JOINT JST JOIST LAIR LAMINATED LAV LAVATORY LF LINEAL FEET ABBREVIATIONS � JU 2014 7L:l I ILFFLRSON COUNTY - MAX MAXIMUM 1. THE REMODEL OF THE GYMNASIUM WILL INCLUDE: REFINISHING THE WOOD FLOOR, REPLACING MB MARKER BOARD THE BASKETBALL BACKSTOPS, SCOREBOARDS, AND TOTAL BLEACHERS (ALL THROUGH KCDA), AND MECH MECHANICAL ADDING ACOUSTIC TREATMENT AND AV SOUND SYSTEM. MDO MEDIUM DENSITY OVERLAY 2. THE WEIGHT ROOM WILL RECEIVE A NEW WALL WITH DOORS AND STORAGE ALONG WITH AN MDF MEDIUM DENSITY FIBERBOARD EXTERIOR ENTRANCE DOOR. MIN MINIMUM OR MINUTE 3. THE BOYS AND GIRLS LOCKER ROOMS WILL RECEIVE NEW LOCKERS TO REPLACE THE EXISTING MTL METAL ONES, THE SHOWER AREA WILL BE RE- CONFIGURED TO INCREASE THE NUMBER OF SHOWER AND NIC NOT IN CONTRACT TOILET FIXTURES AND OTHER MISCELLANEOUS CHANGES. NO NUMBER 4. NEW DOORS REPLACING EXISTING WILL BE PART OF TOTAL WORK IN SELECTED LOCATIONS. NTS NOT TO SCALE 5. EXTERIOR FINISHES ON THE GYMNASIUM WILL BE INCLUDED AS AN ALTERNATE BID, FOR THE EAST FACE AND PART OF THE NORTH & SOUTH SIDES. OC ON CENTER 6. ANEW ENTRY ROOF CANOPY WILL BE ADDED AT THE SOUTH SIDE OF THE GYMNASIUM, ALONG OFCI OWNER FURNISH CONTRACTOR INSTALL WITH TWO OTHER ROOF CANOPIES, ALL AS ALTERNATE BIDS. OFOI OWNER FURNISH OWNER INSTALL 7. A NEW COURTYARD AREA CONSTRUCTED ON THE EAST SIDE OF THE GYM WILL ALSO BE AN OH OPPOSITE HAND ALTERNATE BID. PAV PAVEMENT PL PROPERTY LINE PLAM PLASTIC LAMINATE PLYWD PLYWOOD PR PAIR PRES TD PRESERVATIVE TREATED PT PAINT RB RUBBER BASE RECPT RECEPTACLE CODES: READ REQUIRED - 2012 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS REV REVISIONS - ICC /ANSI A 117.1 -09, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, RM ROOM WITH STATEWIDE AMENDMENTS - 2012 INTERNATIONAL RESIDENTIAL CODE WITH STATEWIDE AMENDMENTS Sc SOLID CORE - 2012 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS SCHED SCHEDULE - 2011 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) SF SQUARE FOOT - 2012 NATIONAL FUEL GAS CODE (NFPA 54) FOR LP GAS SECT SECTION - 2012 INTERNATIONAL FIRE CODE WITH STATEWIDE AMENDMENTS SIM SIMILAR - 2012 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS SPEC SPECIFICATION - 2012 INTERNATIONAL ENERGY CONSERVATION CODE /WASHINGTON STATE ENERGY CODE SQ SQUARE - 2012 INTERNATIONAL EXISTING BUILDING CODE WITH STATEWIDE AMENDMENTS FOUND IN THE IBC SS STAINLESS STEEL - NATIONAL ELECTRICAL CODE (NFPA 70) - PLEASE SEE THE DEPARTMENT OF LABOR AND INDUSTRIES SSCG STAINLESS STEEL CORNER GUARD FOR INFORMATION ON THE ADOPTION AND AMENDMENT OF THE NATIONAL ELECTRICAL CODE. STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL OR STRUCTURE SV SHEET VINYL TB TACKBOARD T &G TONGUE & GROOVE SCHEDULE OF DRAWINGS THK THICK TO TOP OF IS TUBE STEEL TWS TACKABLE WALL SURFACE (ARCH.) A0.00 PROJECT INFORMATION SHEET TYP TYPICAL D2.00 DEMOLITION PLAN U URINAL D2.10 DEMOLITION ELEVATIONS UNO UNLESS NOTED OTHERWISE REVIEWED FOR VCT VINYL COMPOSITION TILE 000E COMPLIANC133 ARCHITECTURAL DRAWINGS JEFFERSON COUNTY DCD VERT VERTICAL A1.00 PARTIAL SITE PLAN BUILDING PLAN REVIEW VWC VINYL WALL COVERING A2.00 NEW FLOOR PLAN A2.20 GAME LINES FLOOR PLAN W WIDE OR WIDTH A2.21 GAME LINES FLOOR PLAN APPROVED AS SUBMITtED W/ WITH A2.30 WALL TYPES WB WHITE BOARD A3.00 ELEVATIONS ® APPROVED AS NOTED WD WOOD A4.00 WALL SECTIONS WG WIRE GROMMETS n` A5.O1 DOOR FRAME & WINDOW TYPES WM WALL MAT A5.10 DOOR DETAILS [] REJECTED W/O WITHOUT A6.00 REFLECTED CEILING PLAN A7.00 ENLARGED j I WST WAINSCOT -r_, , , er, . _ FLOOR PLANS & INTERIOR DETAIL ate Revica€a€er WWF WELDED WIRE FABRIC A7.01 INTERIOR ELEVATIONS A7.02 INTERIOR ELEVATIONS A7.03 INTERIOR ELEVATIONS A7.04 INTERIOR ELEVATIONS A7.05 INTERIOR ELEVATIONS A7.06 INTERIOR ELEVATIONS ter 4f the Iulizrtn O A8 Ol EXTERIOR DETAILS NOTE: ADDITIONAL ABBREVIATIONS INCLUDED THROUGHOUT DRAWING SET NORTH AAROW 9 A8.12 DETAIL SYMBOL A 3 INTERIOR ELEVATION B, A7.02 ►D SYMBOL µ3•i SECTION SYMBOL T.O. GLULAM Jk HEIGHT ABOVE SYMBOL 0' -0" A.F.F. IU FIRE EXTINGUISHER WITH CABINET F.X. NEW & (E), SEE SPECS. ELECTRICAL ENGINEER BCE ENGINEERS, INC. 6021 12TH STREET EAST, SUITE 200 TACOMA, WASHINGTON 98424 P 253- 922 -0446 F 253 - 922 -0896 CONTACTS: CARRIE TAYLOR at 379 parf�rr�p A8,10 Details 445p prior to i7aakir)g Ghat ,; or rf++i�,n,� to the a e ova plans � � STRUCTURAL DRAWINGS S1.00 GENERAL NOTES S1.01 GENERAL NOTES S I.02 GENERAL NOTES S2.00 FRAMING PLAN 53.00 CANOPY DETAILS 53.01 MASONRY DETAILS HALLWAY 53.02 PRECAST CONCRETE DETAILS 100 ROOM NAME AND NUMBER MECHANICAL DRAWINGS N -23 WINDOW, RELITE, LOUVER TYPE M1.00 MECHANICAL LEGEND & SCHEDULES SEE A5.01 M1.10 MECHANICAL SCHEDULES z ry w O 0 0 U cn U U-1 MINOR i LL] Z O I- Q O LL_ z • • O z () Z O (.� [y i..J t j -^��- 0 __J Q U 18" CLR TYP. U.N.O. 4 11Z' U.N.O. 11 TYPICAL DOOR LAYOUT 12" CLR TYP. U.N.O. MECHANICAL ENGINEER BCE ENGINEERS, INC. 6021 12TH STREET EAST, SUITE 200 TACOMA, WASHINGTON 98424 P 253- 922 -0446 F 253- 922 -0896 CONTACTS: JUSTIN ROGERS STRUCTURAL ENGINEER PCS STRUCTURAL SOLUTIONS 950 PACIFIC AVE. SUITE 1 100 TACOMA, WASHINGTON 98402 P 253 - 383 -2797 F 253 - 383 -1557 CONTACT: JACK PINKARD, S.E. EO.01 __- 3828 REGISTERED ARCHITECT PT -1 PAINT TYPE SYMBOL STEVE STORAASLI j n STATE OF WASHINGTON 1 18" CLR TYP. U.N.O. 4 11Z' U.N.O. 11 TYPICAL DOOR LAYOUT 12" CLR TYP. U.N.O. MECHANICAL ENGINEER BCE ENGINEERS, INC. 6021 12TH STREET EAST, SUITE 200 TACOMA, WASHINGTON 98424 P 253- 922 -0446 F 253- 922 -0896 CONTACTS: JUSTIN ROGERS STRUCTURAL ENGINEER PCS STRUCTURAL SOLUTIONS 950 PACIFIC AVE. SUITE 1 100 TACOMA, WASHINGTON 98402 P 253 - 383 -2797 F 253 - 383 -1557 CONTACT: JACK PINKARD, S.E. EO.01 REVISION SYMBOL M2.00 FOUNDATION PLUMBING PLAN ELECTRICAL DEMOLITION PLAN PT -1 PAINT TYPE SYMBOL M3.00 PLUMBING PLAN M4.00 HVAC PLAN ' E4.00 NOTE, REFERENCE SYMBOL MD2.00 FOUNDATION PLUMBING DEMOLITION MD3.00 PLUMBING DEMOLITION PLAN �1 E5.01 PANEL SCHEDULES MD4.00 HVAC DEMOLITION PLAN 'r�Q, , 1A WALL TYPE SYMBOL. SEE A2.30 Michael J Barth, M.C.P. X WHERE MULTIPLE WALL TYPES OCCUR ELECTRICAL DRAWINGSlbaltl CCdC' I"Owa,GQIi1 18" CLR TYP. U.N.O. 4 11Z' U.N.O. 11 TYPICAL DOOR LAYOUT 12" CLR TYP. U.N.O. MECHANICAL ENGINEER BCE ENGINEERS, INC. 6021 12TH STREET EAST, SUITE 200 TACOMA, WASHINGTON 98424 P 253- 922 -0446 F 253- 922 -0896 CONTACTS: JUSTIN ROGERS STRUCTURAL ENGINEER PCS STRUCTURAL SOLUTIONS 950 PACIFIC AVE. SUITE 1 100 TACOMA, WASHINGTON 98402 P 253 - 383 -2797 F 253 - 383 -1557 CONTACT: JACK PINKARD, S.E. EO.01 ELECTRICAL LEGEND, GENERAL NOTES ED100 ELECTRICAL DEMOLITION PLAN E2.00 PARTIAL LIGHTING PLAN E3.00 PARTIAL POWER PLAN E4.00 PARTIAL SYSTEMS PLAN E5.00 ONE -LINE DIAGRAM E5.01 PANEL SCHEDULES E5.02 PANEL SCHEDULES E7.00 ELECTRICAL DETAILS ARCHITECT ERICKSON MCGOVERN, PLLC 120 131 ST STREET SOUTH TACOMA, WASHINGTON 98444 P 253 - 531 -0206 F 253 -531 -9197 CONTACTS: RAYMOND MOW, AIA APPROVED By Michael J. Barth, M.C.P. at 1247 pm, Jan 27, 2014 PROJECT TEAM OWNER CHIMACUM SCHOOL DISTRICT NO. 49 91 WEST VALLEY ROAD CHIMACUM, WA 98325 (360) 732 -4090 (360) 732 -4336 (FAX) CONTACT: HENRY FLORSCHUTZ 2 Project: 2014-11 Drawn: JEL Validity of Permit. The issuance or granting of a permit or approval of pleas, specifications and computations shall not be construed to be a pert-nit for, or an approval of, any Violation of any of the pr visions of the Codes as adopted by the State of Washington and the locai ju isdictiun, Permit reSunling to give authority to violate or cancel the provisions Of Such codes and ordinances shall not be Valid_ IRC R105,4t IBC 't .4 SCREEN WALL DETAILS Scale: 1 -1 /2" = 1' -0" ON CMU CAP FROM (2) 4X8X16 SOLID SLOPE AS SHOWN SCREEN WALL DETAILS Scale: 1 -1 /2" = 1'-0" PARTIAL SITE PLAN SCALE: 1/16" = 1' -0" Z w O C� U 0 z O U ry w z o_ V) ry r) ago a o E dS LU v 10 cv INj M Z 0 a z U-11 �Q- J 6 oz oU s� V� z� 0 z� U� Q� Z � (2) #5 8 "CMU GROUT SOLID SCREEN WALL DETAIL Scale: 3/4" = 1'-0" SIDEWALK DETAIL.dwg SIDEWALK DETAIL Scale: 3/4!'= 1' -0" EXISTING DIRT TO BE REMOVED Project: 2014-11 #5 @ 48" O.C. AND REGRADED FOR NEW SIDEWALK Drawn: JEL STANDARD HOOK (2) #5 PERMIT 05/01/14 4" CONCRETE SIDEWALK OVER BID SET 05/23/14 8" W X 4" H WEEP SLOT @ - 4" CRUSHED ROCK, COMPACT TO 95% -_ CONC. SLAB ON GRADE 3 _. CONTINUE THROUGH SLOT -1 1 #5 @ 16'0.C. W/ STANDARD HOOK . (2) #5 Sheet: SCREEN WALL DETAIL Scale: 3/4" = 1'-0" SIDEWALK DETAIL.dwg SIDEWALK DETAIL Scale: 3/4!'= 1' -0" . . . ....... ............. .... . . . . . ............. . .................... — — — — — — — --- Existing 2-hour Fire Wall (UBC Area Separation Wall) Protect all penetrations. Were exposed during remodeling, above ceiling, provide minimum 3" stenciling or signs identifying "FIRE WALL - PROTECT ALL OPENINGS" in accordance with IBC 703.7. Validity of Permit. The issuance or granti'ng of a permit or approval of plans, spec1ications and computations shall not be construed to be a pernitt for, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the local jurisdiction. Permits presuming to give authority to violate or cancel the provisions of such codes and ordinances shall not be valid. I R105A, IBC 105A CANOPY ROOF PLAN ) SCALE: 1/8" = Z- NORTH -V:6� MEN'S TOILET STAGE 120 min. I 20 amin. (E) FX AUDITORIUM U 20 min. 1 302 1 N ESSIONS Lo VCOFC-745 10 A I.., IF P ZZ L 5 OBB 7 A4 (E) DISPLAY C/ (E) FX ........... 41 ENTRY CANOPY ALT. BID A-2, SEE CANOPY ROOF PLAN ON GYMNASIUM 7.01 C SEE SHEETS A2.20 & A2.21 FOR NEW COURT GAME LINE LAYOUTS 4 7A A7.00 3 0 WALL PADS PLATFORM & SCORER'S TABLE (NIC) u�� CG �? ;0 % WALL PADS ei Existing 2-hour Fire Wall (UBC Area Separation Wall) Protect all penetrations. Where exposed during remodeling, above ceiling, provide minimum 3" stenciling or signs identifying "FIRE WALL - PROTECT ALL OPENINGS" in accordance with IBC 7017. STORAGE P.E. STORAGE PATCH FLOOR WHERE WALL WAS ANCHORED STORAGE 67 2 A4.00,r FITNESS ROOM A P.E. STORAGE COUNSELIING CAREERS OFFICE 146 EN 164E WORKROOM irs STORAGE OFFICE HEALTH OFFICE ............. 0 0 0 LINE OF CANOPY II I f� ° , 'I I ii III / �� Jo < C61-IRI-YARDALT. BID -5 SEE A 1.00 FOR DETAIL; 2 WALL PADS CMU SCREEN WALL SEE ALOO V I IVI r LU U K r L/A I N SCALE: 116'= 1 " -01' NORTH Z Q i7 "qr 00 J 011 UJ a- < C: 0 E 0 Z) 0 C: g 0 U z < ::E U- 0 C-)J 10 C14 0�\ 3 BLEACHER (OFCI) LU 0 C (E) FX ........... 41 ENTRY CANOPY ALT. BID A-2, SEE CANOPY ROOF PLAN ON GYMNASIUM 7.01 C SEE SHEETS A2.20 & A2.21 FOR NEW COURT GAME LINE LAYOUTS 4 7A A7.00 3 0 WALL PADS PLATFORM & SCORER'S TABLE (NIC) u�� CG �? ;0 % WALL PADS ei Existing 2-hour Fire Wall (UBC Area Separation Wall) Protect all penetrations. Where exposed during remodeling, above ceiling, provide minimum 3" stenciling or signs identifying "FIRE WALL - PROTECT ALL OPENINGS" in accordance with IBC 7017. STORAGE P.E. STORAGE PATCH FLOOR WHERE WALL WAS ANCHORED STORAGE 67 2 A4.00,r FITNESS ROOM A P.E. STORAGE COUNSELIING CAREERS OFFICE 146 EN 164E WORKROOM irs STORAGE OFFICE HEALTH OFFICE ............. 0 0 0 LINE OF CANOPY II I f� ° , 'I I ii III / �� Jo < C61-IRI-YARDALT. BID -5 SEE A 1.00 FOR DETAIL; 2 WALL PADS CMU SCREEN WALL SEE ALOO V I IVI r LU U K r L/A I N SCALE: 116'= 1 " -01' NORTH Z Q i7 "qr 00 J 011 UJ a- < C: 0 E 0 Q C: g 0 UJ V) 4� 10 C14 0�\ 3 LU -7 < CL 0 J LL- z 0 < > 0 Z UJ 01 0 0 2: 0 0 U=5 < U N3828 REGISTERED ARCHITECT STEVE STORAASLI ISTATE OF WASHINGTON I Project: 2014-11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 REvA 06/24/14 Sheet: �I�l Validity of Parrett. The issuance or granting of permit r pprov� l of plans, specifications and computations stroll not be construed to be a p nnit o for, or an approval cif, any violation of any of the provisions of the Codes as Z adopted the State of Washington and the local jUri diction. Permits presuming to give outhoriN, to violate or cancel the provisions of such codes :2 Lnd or m nc shall not he valid.. [FCC 8105.4, IBC 1t .4 0 C1 SCHOOL LOGO DETAIL SCALE: 1/4!'= V -0" GYM LIMES - SIDE BASKETBALL COURTS SCALE: 1/8" = F -0" M,C.>~'. at 52:27 PM, Jun 2. GYM LINES - MAIN COURT SCALE: 1/8" = I'-(Y' -�.�.— Z ry w O C� U 0 U a I n Q� 0 0 U— 01 0- o ° Q o 0 a 00 U W V) a� ID b cv u..i z 0 0 z W I 0 0 S t� 2 U Q 011 C; z U c� Q 0 0 C V) 7) r U N 382s EC EC ARCHITECT STD ERE STEVE STORAASLI STATE OF WASHINGTON Project: 2014 -11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: A2.20 N O 0 z O' w t d 0 V 1. PRIOR TO STRIPPING & REINSTALLING EXIST. WOOD FLOOR, PATCH ALL HOLES LEFT FROM REMOVED FLOOR SLEEVES. 2. INSTALL NEW FLOOR SLEEVES. SEE 3 A2.21 I I I I _J Validity of Permit The issuance of granting of a Ise €nut or approval of plans, specifications and computations hall not be construed to he. a permit for, or an approval of, and violation of any of the provisions of the Coles as adopted by the State of Washington and the local jurisdiction. Permits presuming to give authority to violate or cancel the provisions of such codes and ordi nances Shall not be valid. IRC R105,4, IBC 100.E III ■1�mms M��1� 20'4' 4 I� 0 6 -5" i NOTE: 1. LINE COLOR TO BE LIGHT GRAY 2. ALL LINES TO BE 1 1/2" WIDE 3. SLEEVE STANDARD, LOCATE AS SHOWN. SEE DETAIL 20' -0" 5 -5" 20' -0" O 0 No GYM LINES - BADMINTON COURTS SCALE: 1/8" = 1' -G' z APPROVED By Michael J Barth, KC.F'. at 12.27 pm, Jan 27, 2014 3 112" FLOOR SL="r r"" " ^" r"°"" 2 2/3" FLOOR SL 216" COVER PU EXIST. CONCRETE SLAB 5 "0 CORE HOLE IN CONC. FOR NEW FOOTING COORDINATE SIZE W/ SLEEVE MANUR FILL W/ NON SHRINK GROUT NOTES: 1. LOCATE AND CORE 5' MINIMUM HOLES IN SLAB AND GROU SLEEVES IN PLACE PER DETAIL ABOVE. CAUTION - BEFORE CORING HOLES IN EXISTING CONCRETE SLAB, CHECK FOR LOCATIONS OF ELECTRICAL CONDUIT OR PIPE. 2. LOCATE SLEEVES AND POUR IN PLACE IN CONCRETE SLAB COORDINATE WITH SLEEVE MANUFACTURER. FLOOR SLEEVE DETAIL =LOOK ON SPACERS FLOOR SLEEVE.dwg Scale: 1 -1/2" =I '-0" GYM LINES - VOLLEYBALL COURTS SCALE: 1/8" = 1' -0" f � FJ I i I I I I o I........ ........ .........� ............. _......_._.�_.._.. I - -- i-.-'- . . . .__........- -- -�-- ..._....._.--- ..- . . . jjI . ..- -A - _--------- Y m rJ I I I I � I I I � .::::::::::::_::::: .......... _ ........ _ ... _.- BLEACHERS - _ ....... f IN CLOSED POSITION � I I f � I � � I I I I 0 2' -10' I �a _.. ......... ._ Z f i I I f I I i � — — I............ i............ ...... ... -- - -........ i_ ...................... I . .... — _.. ----- ..._. -6I' 8` -6" 1 8' -6" 20'4' 4 I� 0 6 -5" i NOTE: 1. LINE COLOR TO BE LIGHT GRAY 2. ALL LINES TO BE 1 1/2" WIDE 3. SLEEVE STANDARD, LOCATE AS SHOWN. SEE DETAIL 20' -0" 5 -5" 20' -0" O 0 No GYM LINES - BADMINTON COURTS SCALE: 1/8" = 1' -G' z APPROVED By Michael J Barth, KC.F'. at 12.27 pm, Jan 27, 2014 3 112" FLOOR SL="r r"" " ^" r"°"" 2 2/3" FLOOR SL 216" COVER PU EXIST. CONCRETE SLAB 5 "0 CORE HOLE IN CONC. FOR NEW FOOTING COORDINATE SIZE W/ SLEEVE MANUR FILL W/ NON SHRINK GROUT NOTES: 1. LOCATE AND CORE 5' MINIMUM HOLES IN SLAB AND GROU SLEEVES IN PLACE PER DETAIL ABOVE. CAUTION - BEFORE CORING HOLES IN EXISTING CONCRETE SLAB, CHECK FOR LOCATIONS OF ELECTRICAL CONDUIT OR PIPE. 2. LOCATE SLEEVES AND POUR IN PLACE IN CONCRETE SLAB COORDINATE WITH SLEEVE MANUFACTURER. FLOOR SLEEVE DETAIL =LOOK ON SPACERS FLOOR SLEEVE.dwg Scale: 1 -1/2" =I '-0" GYM LINES - VOLLEYBALL COURTS SCALE: 1/8" = 1' -0" z <C i oy O O U- V z 0 0 z W {T -- U 0� 0 V �a s� 0 s� 0 U� < U N 382s REGISTERED ARCHITECT STEVE STORAASLI STATE OF WASHINGTON Project: Drawn: 2014 -11 JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: rr 7 �6 A2021 NORTH \��: : I n E 0� 0 o Y m z 10 z <C i oy O O U- V z 0 0 z W {T -- U 0� 0 V �a s� 0 s� 0 U� < U N 382s REGISTERED ARCHITECT STEVE STORAASLI STATE OF WASHINGTON Project: Drawn: 2014 -11 JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: rr 7 �6 A2021 NORTH \��: : I GENERAL NOTES: 1. INTERIOR FINISHES ARE NOT INCLUDED IN WALL AND CEILING TYPES REFER TO ROOM FINISH SCHEDULE, INTERIOR ELEVATIONS, AND REFLECTED CEILING PLANS FOR ADDITIONAL MATERIAL AND FINISH REQUIREMENTS. 2. LIES WATER RESISTANT GWB AT ALL LOCATION FINISHED WITH CERAMIC TILE 3. TYPICAL WALL TYPE DESIGNATION 6A NOMINAL SIZE OF MEMBER WALL TYPE * INDICATES HALF WALL, SEE ELEVATIONS 4. SEE CODE ANALYSIS A0.01 FOR LOCATION OF RATED ASSEMBLIES. ALL RATED WALL AND CEILING ASSEMBLIES TO BE FILLED WITH SOUND ATTENUATION BLANKET, TYP. 5. BATT INSULATION AT EXTERIOR WALLS SHALL BE A MINIMUM OF R -21 * , SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. *BATT INSULATION AT EXTERIOR WALLS SHALL FILL THE ENTIRE WALL CAVITY 6. PARTITION WALLS BETWEEN CLASSROOMS AND BETWEEN CLASSROOMS AND HALLWAYS SHALL EXTEND TO UNDERSIDE OF ROOF DECK GWB SHALL EXTEND FULL HT ON AT LEAST ONE SIDE. * OPTION: CONTRACTOR DECISION OF FULL HEIGHT OR BRACED" 7. SCREWS TO BE SUBSTITUTED FOR NAILS IN ALL SYSTEMS AS SPECIFIED IN SECTION 09 2116 OF THE PROJECT MANUAL. 8. SCREWS TO BE USED FOR ALL APPLICATIONS AND ALL DRYWALL INSTALLATION 9. ALL GWB TO BE HELD OFF OF FLOOR 1 /4" TO 318" (NO EXCEPTIONS). PER 09 2116 10. PARTITIONS MUST BE SEALED WITH A RESILIENT 20 -YEAR NON - HARDENING CAULK IN ACCORDANCE WITH ASTM C919. THIS SHOULD OCCUR AT FLOOR AND CEILING PLATES. 11. ELECTRICAL OR OTHER OUTLET BOXES MUST NOT BE INSTALLED BACK TO BACK. SEPARATE BY AT LEAST ONE STUD BAY IN SINGLE STUD WALLS. 12. PENETRATIONS OF SOUND ISOLATION PARTITIONS WITH PIPING, CONDUIT, OR DUCTING MUST BE INSTALLED TO PREVENT DIRECT CONTACT WITH THE ARTICLE AND SEALED WITH A RESILIENT NON - HARDENING CAULK. 13. WHERE TWO OR MORE LAYERS OF GWB ARE USED, JOINTS, BOTH HORIZONTALLY AND VERTICALLY SHOULD BE STAGGERED. ENERGY CODE NOTES: 1. PROVIDE SILL GASKETS AND PERIMETER SEALING AT FRAMED WALLS TO FOUNDATIONS. 2. PROVIDE SEALANT BETWEEN FRAMED WALLS AND CMU WALLS. 3. PROVIDE SEALANT AT VERTICAL TO HORIZONTAL FRAMED TRANSITIONS I.E. TO PLATE TO RAFTER 4. AN IDENTIFYING MARK SHALL BE APPLIED TO ALL INSULATION MATERIALS GREATER THAN 12" IN DIMENSION. Validity of Permit. The issuance or granting of a permit or approval of pit-ins, specifications and computations shall not be construed to be a permit for, or all approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the local jurisdiction. Permits presurning to give authority to Violate or cancel the provisions of such codes and of inances shall not tie valid.. tRC R 10 .4, IBC 105,4 EXISTING WALL TYPES .. EXISTING EXTERIOR WALL WI NEW CLADDING EXISTING EXTERIOR WALL ~ VERTICAL METAL SIDING OVER VAPOR BARRIER OVER 1/2" PLYWOOD SHEATHING . �_ MASONRY VENEER OVER 2" RIGID INSULATION OVER LIQUID VAPOR BARRIER �.' . OVER 1" Z -GIRTS ON 6" FIBERGLASS CLIPS WITH 2" INSULATION ;. 4. OVER REINFORCED b" CMU OVER LIQUID APPLIED VAPOR BARRIER OVER (E) REINFORCED 8" CMU ,fir ,,\ 71 71 _... . . : . EXISTING EXTERIOR WALL W/ NEW CLADDING FIBER CEMENT PANEL SIDING EXISTING EXTERIOR WALL MASONRY VENEER OVER BUILDING PAPER OVER LIQUID VAPOR BARRIER E2 OVER PLYWOOD SHEATHING OVER I" STEEL Z -GIRTS ON 2" FIBERGLASS CLIPS WITH 2" INSULATION OVER LIQUID APPLIED VAPOR BARRIER. OVER (E) REINFORCED 8" CMU P 5B ... ` - OVER REINFORCED 4" CMU f X .- ..... _ __ ....... . I.� �f " , EXISTING EXTERIOR WALL W/ NEW CLADDING CMU VENEER OVER 1 1 /2" AIRSPACE OVER BUILDING PAPER =i .1 EXISTING INTERIOR WALL 9' 6 ", OR 4" CMU � OVER 2" INSULATION OVER LIQUID APPLIED VAPOR BARRIER • . " E3 1��....... OVER (E) REINFORCED 8" CMU E6 _�.. K. . .... _ . . .......... _ 1 ' °. 'r EXISTING EXTERIOR WALL MASONRY VENEER OR METAL SIDING ABOVE OVER 5/8" GWB_ OVER 1/2" PLYWOOD OVER 2x6 WOOD STUDS @16" O.C. BATT INSULATION OVER 5/8" GWB E7 ..� - -� 1i .may "�� EXISTING INTERIOR WALL 5!8" TYPE 'X' GWB PLYWD SHEATHING AT SHEAR WALLS (FIELD VARIFY) 2x4 WD STUDS OR 2x6 WD STUDS @ 16'0.C. (FIELD VARIFY) 5!8" TYPE'X' GWB NEW WALL TYPES `f INTERIOR WALL - TYPICAL PARTITION 5/8" TYPE 'X' GWB 2x6 OR 2 X4 WD STUDS @ 16" O.C. -. INTERIOR WALL 6X8X 16 CMU FILL CAVITY WITH SOUND BATT INSULATION 5/8" TYPE 'X' GWB W1 PLASTER SKIM COAT PROVIDE 5/8" CEMENT BACKERBOARD @ CERAMIC TILE FINISH IN LIEU OF GWB. SEE INTERIOR ELEVATIONS. bg ..I -- `� .. INTERIOR WALL - PLUMBING CHASE 2 X4 OR 2X6 WD STUDS @ 16" O.C. 5/8" TYPE 'X' GWB W/ PLASTER SKIM COAT PROVIDE 5/8" CEMENT BACKERBOARD @ CERAMIC TILE FINISH IN LIEU OF GWB. SEE <e> INTERIOR ELEVATIONS. bP APPROVED By Michael J. Bar h, M.C.P, at 12:27 pm, Jain 27, 2014 WALL TYPES SCALE: NTS Z w O U 4 0 U w UJI F_ 4 s UZN 01 a Q E3; o E o U � a) tD M z O O z W W 0 J 0 U /iJ�RRJj Y U Q U 01- O z U W V) O O C U U U N s REGISTERED ARCHITECT STEVE STORAASLI STATE OF WASHINGTON Project: 2014 -11 Drawn: ,DEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: A293C EQ 8' 0" 10 A8.0 [OW14 B.O. METAL FASCIA wa w Q) I&E a W E- -- EQ 64, EQ FCP PANEL LAYOUT ALT. BID A -1 EXTERIOR FINISHES 1. ALT. BID A -1 WORK INCLUDES NEW CMU VENEER, FIBER CEMENT BOARD, AND METAL SIDING ON THE EAST WALL OF THE GYM AND PART OF THE NORTH AND SOUTH WALLS OF THE GYM AS SHOWN ON THE ELEVATIONS. 2. THE FINISHES ON THE PILASTERS ARE ALSO PART OF ALT. BID A -1. 3. BASE BID TO INCLUDE PAINTING OF ALL WOOD SIDING ON GYM BUILDING AND FITNESS ROOM, ALL SIDES. 4. WOOD SIDING TO BE RE- NAILDED AS NEEDED WHERE WOOD HAS PULLED AWAY. ASSUME 50 % OF SIDING NEEDS TO BE RE- NAILED. Validity of Permit. The issuance or granting of a permit or approval of plans, specifications and computations shall r=ot be construed to be a permit for, or an approval of, any violation of any of the provisions of the Cedes as adopted by the State of Washington and the local jurisdiction. Permits preSUM,ng to give authority to violate or cancel the provisions of such code and ordinances shall not be valid, IRC R105.4, IBC 105.4 2' -6" 2' -6° OF LIGHT FIXTURE, SEE ELECTRICAL �cr 4 7 A8.1 1 b io NOTE: PILASTER SURROUND @ TO BE MODIFIED TO FIT ADJACENT WALL CONDITION 0 Imo.' T.O. FOUNDATION i ENTRY SIG AGE DETAIL SCALE: 1/4" = 1' -0" SCALE: 114'= 1' -0" (E) LOUVER FINISHES 3 REMAIN PT Ili SEE STRUCTURAL FOR SUPPORT OF PRE -CAST CONCRETE @ ROOF 17 19 t8 0 v. I '- CMU VENEER I SOUTH BUILDING ELEVATION SCALE: 1/81, = 1' -0'1 16 .0. FOUNDATION TO LATCH FLOOR PILASTER DETAIL SCALE: 114'= F-0' SEE I f ° PILASTER WRAP A3 -� SEE EAST BUILDING ELEVATION CMU VENEER 7 A8.01 7 A$.01 CMU VENEER NORTH BUILDING ELEVATION SCALE: 1/8" = 1' -0" V) 7 V_ F— W W z r) J c N 3828 REGISTERED ARCHITECT STEVE STORAASLI STATE OF WASHINGTON Project: w METAL COPING 1 r PERMIT METAL SIDING A8.01 T 05/23/14 PRECAST CONCRETE FIBERBOARD CAPITAL () E FINISHES ON GYM _ —' CEMENT SCUPPER $. TO REMAIN - PT SIDING D.S. K12 A8.01 LOUVER- SEE MECHANICAL _ ............ - -- ...... ........ ..... - L (E) FINISHES ON FITNESS ROOM -- ---- _._. ............ -- - - -.... .... -- ..... ...... _..: _.._ TO REMAIN CANOPY I (E) WOOD ALT. BID A -4 ._ ..:.-- _ .......... .............. . ... . ..._ SIDING - PT CMU VENEER 7 A8.01 7 A$.01 CMU VENEER NORTH BUILDING ELEVATION SCALE: 1/8" = 1' -0" V) 7 V_ F— W W z r) J c N 3828 REGISTERED ARCHITECT STEVE STORAASLI STATE OF WASHINGTON Project: 20%111 Drawn: PERMIT 05/01/14 BID SET 05/23/14 Sheet: A3.00 Validity of Permit. The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, tiny Violation of any of the provisions of the Codes u adopted by the State of Washington and the local jurisdiction. Permits presuming to give authority to violate or cancel the provisions of such codes' and ordinances shall not be valid, IRC R105A IBC 105.4 KARES TO 5' -0" AT TOP CAPITAL PLAN DETAIL Scale: 1 -1 /2" = F-0" ANCHOR BOLTS, (E) CMU WALL SEE STRUCTURAL CMU VENEER, SEE ELEVATIONS STEEL ANGLE, SEE 2` -0" TYP. 3/4 "CHAMFER STRUCTURAL 3!4" CHAMFER PILASTER PLAN DETAIL CMU WALL.dwg Scale: 1 -1/2 "= 9ETAL SIDING PILASTER 25'4' AFF FIELD VERIFY RE -CAST CONCRETE APITAL WRAP, EE 4 A4.00 I CMU PILASTER ►ji/�, LL SECTIOII SCALE: 3/4" = F -0" two y FINISH FLQO Q' -0" AFF= WALL SECTION SCALE: 3/4" = 1 4 -0" T.O. PLATE 17-1 11 /4 " AFF —FINISH FLOOR 0' -0" AFF GYMNASIUI 166 _ T.O. PLATE 31' -5 1 !2 "AFF FIELD VERIFY IDING YWOOD L ;M c fla . T.O. (EJPILASTER EMENT 25'4' AFF FIELD VERIFY !Wly WALL SECTION SCALE: 3/411 = 1 1-011 Z W O U 0 U a APPROVED BY Michel J. Barth, M.C.P. at 92:27 pm, Jun 27, 28t4 T.O. CMU VENEE 12' -0" AFF V) z 0 UJ U <C U�I .,..i p. 0.: d li � o w- V) 22 N w ui M 7 0 F_ Q a 7 W �- 04 --I o 0 z o U U { j (Z � V0 0 Z U Q U U U 3828 REG►111111110 ARCHITECT N iNi3, STEVE STORAASLI STATE OF WASHINGTON WING Project: 2014 -11 ,FINISH FLOOR Drawn: JEL 0' -0" AFF........ PERMIT 05101/14 BID SET 05/23/14 Sheet: A4.00 ,,* Validity of Permit. The issuance car granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of. any Violation of any of the provisions of the Codes as adopted by the State of Washington and the local jurisdiction. Permits presuming to give authority to violate or camel the provisions of such codes' and ordinances shall not be Valid. IRC R105A, IBC 1105.1 PER DOOR PER DOOR PER DOOR PER DOOR PER DOOR cr HFn V -HFn CC"HFn S( -HFr) CC'HFr) APPROVED By Michael J. Barth, M.C.P. at 12 :27 pm, Jun 27, 2014 PER DOOR SCHED. DOOR NO ROOM NAME PAIR DOOR SIZE DOOR v DOOR TYPE FRAME Sim. A5.10 PER DOOR PER DOOR RATING FRAM E TYPE MAT FIN 0 MAT FIN z� 161A Fitness Room TYP' r7 13 TYP. � '4 3'- 0 "xT -0 "x 13/4" WE) ST A HM PT - HM -2 161E Fitness Room Q 3' -0" x7' -0" x 13/4" WD ST A HM PT - HM -2 161C Fitness Room 3'-0" x T-0" x 13/4" HM PT D HM PT - HM -3 162 PE Storage X 5' -0" x T -0'' x 13/4" EX - B EX PT - EX 163 PE Storage 3' -0" x T -0" x 13/4" EX - A EX PT - EX 164 Custodial Storage AS.10 WALL 7 3'- 0 "xT -0 "x1314" EX - A EX PT - EX 165 Sound 3'- 0 "x7' -0 "x13/4" EX - A EX PT - EX 166A Gymnasium X 6'- 0 "x7' -0 "x13/4" HM PT F HM PT - HM -1 166B Gymnasium 3'- 0 "x7' -0 "x13/4" HM PT A HM PT - HM-1 167 Storage 3' -6" x T -0" x 1314" WD ST A HM PT - HM -1 301A Laundry/Training 3'- 0 "x7' -0 "x13/4" WD ST A EX PT - EX 3018 Laundry/Training 3'-0" x T-0" x 13/4" WD ST A EX PT - EX 302 Athletic Storage 3'- 0 "x7' -0 "x13/4" EX - A EX PT - EX 304 Womens Toilet 3' -0" x T -0" x 13/4" EX - A EX - 90 thin EX 305 Toilet 2' -6" x T -0" x 13/4" EX A EX PT - EX 306 Toilet 2'- 6 "xT -0 "x13/4" EX A EX PT - EX 307A Hall 3' -0" x T -0" x 13/4' EX A EX PT - EX 307B Hall 3' -0" x T -0" x 13/4" EX A EX PT - EX 308A Hall 3' -0" x T -0" x 13/4" EX A EX PT - EX 308B Hall 3' -0" x T -0" x 13/4" EX A EX PT - EX 310 Office 3' -0" x T -0" x 13/4" EX A EX PT - EX 311 Custodian 2'-6" x T -0" x 13/4" EX A EX PT - EX 312A Office 3'- 0 "x7' -0"x13/4" WD ST A HM PT - HM -1 312E Office 3' -0" x T -0" x 1.3/4" WD ST A HM PT - HM -1 315 Office 3' -0" x T -0" x 13/4" EX A EX PT - EX 316 Training Room 3' -0" x7' -0 "x 13/4" WD ST A HM PT - HM-1 316A Bath 3'4' xT -0" x 13/4" WD ST A HM PT 90M HM -1 732A Auditorium 3' -0" x7' -0" x 13/4" WD ST A EX PT 20 EX 7328 Auditorium X 6-0" x T -0" x 13/4" WD ST B EX PT 20 EX 740A Stage X 5' -0" x T -0" x 13/4" WD ST B EX PT 20 EX 744 Mens Toilet 3'- 0 "xT -0 "x13/4` EX - A - - - EX 745 Concessions 2' -6" x T -0" x 13/4" EX - A EX - - EX 746 Tickets 2' -6" x T -0" x 13/4' EX - A EX - - E 748A Lobby X 3' -0" x T -0" x 13/4' EX G EX PT - 748B Lobby 5' -2" x T -0" x 13/4" EX E EX PT - EX 748C Lobby X 6' -0" x T -0" x 13/4" WD ST B EX PT --26 ICI - HM-1 748D 1 Lobby X 6-0" x T O" x 1 3/4" EX I E EX - - EX 749 1 Foyer I X 6' -0" x T -0" x 1 314" EX I E EX PT - EX DOOR SCHEDULE Z rV w O U ®R, z O U w Fire Wall, Minimum 90 minute rated door required. W iL 1- 0 0 � 0 t_.,..1 z W G HM -3 HM -2 HM -1 *4" DEPTH @ TOP OF FRAME FOR O (D ( HM DOOR HM DOOR AS 10 TYP. HM DOOR FOR ALL OTHERS, U.AN O. `DEPTH ALUMINUM STOREFRONT DOOR FRAME W/ TRANSOM FRAME W/ FRAME RELITE DOOR TYPES DOOR FRAME TYPES SCALE: 1/4'= i' -O" PERFORMANCE NOTES: THE VALUES LISTED BELOW ARE THE MINIMUM REQUIRED VALUES TO MEET THE WASHINGTON STATE ENERGY CODE. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR EACH INDIVIDUAL SYSTEM. ALL FENESTRATION ASSEMBLIES SHALL BE LABELED WITH THE FOLLOWING INFORMATION: U- FACTOR, SOLAR HEAT GAIN COEFFICIENT, VISIBLE TRANSMITTANCE, AND AIR LEAKAGE RATING, AIR LEAKAGE FOR FENESTRATION AND DOORS SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 400 OR AAMA /WDMA /CSA 101/IS2/A440 OR ASTM, E283 AS SPECIFIED BELOW. AIR LEAKAGE SHALL BE DETERMINED BY A LABORATORY ACCREDITED BY A NATIONALLY RECOGNIZED ACCREDITATION ORGANIZATION, SUCH AS THE NATIONAL FENESTRATION RATING COUNCIL, AND SHALL BE LABELED AND CERTIFIED BY THE MANUFACTURER. AIR LEAKAGE SHALL NOT EXCEED: A. 0.20 CFM /SF FOR WINDOWS, SLIDING DOORS, SWINGING DOORS, AND SKYLIGHTS WITHOUT CONDENSATION WEEPAGE OPENINGS WHEN TESTED AT A PRESSURE OF AT LEAST 1.57 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH NFRC 400 OR AAMA /WDMA/CSA 101 /IS2 /A440, OR 0.3 CFM/SF WHEN TESTED AT A PRESSURE OF AT LEAST 6.24 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH AAMA /WDMA /CSA 101 /I.S /A440, B. 0.30 CFM /SF FOR SKYLIGHTS WITH CONDENSATION WEEPAGE OPENINGS WHEN TESTED AT A PRESSURE OF AT LEAST 1.57 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH NFRC 400 OR AAMA /WDMA/CSA 101/IS2/A"O C. 0.06 CFM /SF FOR CURTAIN WALL AND STOREFRONT GLAZING, TESTED AT A PRESSURE OF AT LEAST 1.57 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH NFRC 400, OR ASTM E283. U VALUES VERTICAL FENESTRATIONS AIR LEAKAGE RATING SOLAR HEAT GAIN COEFFICIENT REQ'D PRV'D REQ'D PRV'D REQ'D PRV'D METAL FRAMED FIXED: U =0.38 U =0.56 WINDOWS 0.30 CFM /SF2 @6.24PSF 0.10 CFM /SF@6.24PSF SHCG =0.40 SHGC =0.30 U =0.36 STOREFRONT 0.06 CFM/SF@1.57PSF 0.06 CFM /SF@s6.24PSF METAL FRAMED ENTRANCE DOORS: U=0.60 U =0.60 0.20 CFM /SF@1.57PSF 0.11 CFM /SF@1.57PSF REQ'D PRV'D REQ'D PRV'D OPAQUE SWINGING DOORS: U =0.37 U =0.37 0.20 CFM /SF@1.57PSF 0.04 CFM /SF@1.57PSF SCALE: 1/4" = 1' -0" GENERA. NOTES: 1. ALL GLASS AND GLAZING SHALL MEET THE REQUIREMENTS OF SECTION 715 OF THE IBC AND THE SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS -16 CFR PART 1201 ESTABLISHED BY THE FEDERAL CONSUMER PRODUCT SAFETY COMMISSION. 2. ALL HOLLOW METAL FRAMES ARE TO BE 2" UNLESS OTHERWISE NOTED, 3. SEE 5 /AX.XX FOR TYPICAL WINDOW FLASHING. 4. SEE MECHANICAL DRAWINGS FOR FREE AREA REQUIRED ON ALL LOUVERS. BLOCK OFF ANY EXTRA LOUVER AREA (AREA NOT REQUIRED BY MECHANICAL) BY FILING WITH SHEET METAL AND RIGID INSULATION. 5, OUTSIDE AIR DUCTS SHALL BE INSULATED TO THE SAME LEVEL AS THE WALL THROUGH WHICH THE PENETRATE, 6. SAFETY GLAZING IS REQUIRED IN LOCATIONS CALLED OUT WITH SG, SEE SPEC SECTION 08 8000 2.01 GLAZING FOR ADDITIONAL REQUIREMENTS. 7. SEE SPECIFICATION SECTION 23 3700 FOR LOUVER REQUIREMENTS, S 382$ REGISTERED ARCHITECT j STEVE STORAASLI STATE OF WASHINGTON Project: 2014-11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: A5.01 1 5 H v Sim. A5.10 PER DOOR PER DOOR @ CMU WALL A5.10 SCHED. 2' -6" SCHED. 0 z� SG TYP' r7 13 TYP. � '4 7 @ INT. STUD �"'1 CIA A5.10 AS. 10 AS.10 WALL 0 Q SG 2 14 G1 TYP. U U ° AS.10 AS.10 6 @CMU WALL A5.10 0 9 w 0 - � _.J p 12 p g TYP. @ INT. STUD�r � AS.10 rJ AS.10 WALL 7 AS.10 HM -3 HM -2 HM -1 *4" DEPTH @ TOP OF FRAME FOR O (D ( HM DOOR HM DOOR AS 10 TYP. HM DOOR FOR ALL OTHERS, U.AN O. `DEPTH ALUMINUM STOREFRONT DOOR FRAME W/ TRANSOM FRAME W/ FRAME RELITE DOOR TYPES DOOR FRAME TYPES SCALE: 1/4'= i' -O" PERFORMANCE NOTES: THE VALUES LISTED BELOW ARE THE MINIMUM REQUIRED VALUES TO MEET THE WASHINGTON STATE ENERGY CODE. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR EACH INDIVIDUAL SYSTEM. ALL FENESTRATION ASSEMBLIES SHALL BE LABELED WITH THE FOLLOWING INFORMATION: U- FACTOR, SOLAR HEAT GAIN COEFFICIENT, VISIBLE TRANSMITTANCE, AND AIR LEAKAGE RATING, AIR LEAKAGE FOR FENESTRATION AND DOORS SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 400 OR AAMA /WDMA /CSA 101/IS2/A440 OR ASTM, E283 AS SPECIFIED BELOW. AIR LEAKAGE SHALL BE DETERMINED BY A LABORATORY ACCREDITED BY A NATIONALLY RECOGNIZED ACCREDITATION ORGANIZATION, SUCH AS THE NATIONAL FENESTRATION RATING COUNCIL, AND SHALL BE LABELED AND CERTIFIED BY THE MANUFACTURER. AIR LEAKAGE SHALL NOT EXCEED: A. 0.20 CFM /SF FOR WINDOWS, SLIDING DOORS, SWINGING DOORS, AND SKYLIGHTS WITHOUT CONDENSATION WEEPAGE OPENINGS WHEN TESTED AT A PRESSURE OF AT LEAST 1.57 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH NFRC 400 OR AAMA /WDMA/CSA 101 /IS2 /A440, OR 0.3 CFM/SF WHEN TESTED AT A PRESSURE OF AT LEAST 6.24 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH AAMA /WDMA /CSA 101 /I.S /A440, B. 0.30 CFM /SF FOR SKYLIGHTS WITH CONDENSATION WEEPAGE OPENINGS WHEN TESTED AT A PRESSURE OF AT LEAST 1.57 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH NFRC 400 OR AAMA /WDMA/CSA 101/IS2/A"O C. 0.06 CFM /SF FOR CURTAIN WALL AND STOREFRONT GLAZING, TESTED AT A PRESSURE OF AT LEAST 1.57 POUNDS PER SQUARE FOOT (PSF) IN ACCORDANCE WITH NFRC 400, OR ASTM E283. U VALUES VERTICAL FENESTRATIONS AIR LEAKAGE RATING SOLAR HEAT GAIN COEFFICIENT REQ'D PRV'D REQ'D PRV'D REQ'D PRV'D METAL FRAMED FIXED: U =0.38 U =0.56 WINDOWS 0.30 CFM /SF2 @6.24PSF 0.10 CFM /SF@6.24PSF SHCG =0.40 SHGC =0.30 U =0.36 STOREFRONT 0.06 CFM/SF@1.57PSF 0.06 CFM /SF@s6.24PSF METAL FRAMED ENTRANCE DOORS: U=0.60 U =0.60 0.20 CFM /SF@1.57PSF 0.11 CFM /SF@1.57PSF REQ'D PRV'D REQ'D PRV'D OPAQUE SWINGING DOORS: U =0.37 U =0.37 0.20 CFM /SF@1.57PSF 0.04 CFM /SF@1.57PSF SCALE: 1/4" = 1' -0" GENERA. NOTES: 1. ALL GLASS AND GLAZING SHALL MEET THE REQUIREMENTS OF SECTION 715 OF THE IBC AND THE SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS -16 CFR PART 1201 ESTABLISHED BY THE FEDERAL CONSUMER PRODUCT SAFETY COMMISSION. 2. ALL HOLLOW METAL FRAMES ARE TO BE 2" UNLESS OTHERWISE NOTED, 3. SEE 5 /AX.XX FOR TYPICAL WINDOW FLASHING. 4. SEE MECHANICAL DRAWINGS FOR FREE AREA REQUIRED ON ALL LOUVERS. BLOCK OFF ANY EXTRA LOUVER AREA (AREA NOT REQUIRED BY MECHANICAL) BY FILING WITH SHEET METAL AND RIGID INSULATION. 5, OUTSIDE AIR DUCTS SHALL BE INSULATED TO THE SAME LEVEL AS THE WALL THROUGH WHICH THE PENETRATE, 6. SAFETY GLAZING IS REQUIRED IN LOCATIONS CALLED OUT WITH SG, SEE SPEC SECTION 08 8000 2.01 GLAZING FOR ADDITIONAL REQUIREMENTS. 7. SEE SPECIFICATION SECTION 23 3700 FOR LOUVER REQUIREMENTS, S 382$ REGISTERED ARCHITECT j STEVE STORAASLI STATE OF WASHINGTON Project: 2014-11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: A5.01 Validity of Permit. The Issuance or granting of a pernA or approval of plans, specifications and computations shall not be construed to be a permit fear, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Wash ington and the local jurisdiction. Permits presuming to give authority to violate or cancel the provisions of such codes and ordinances shall not be valid. IRC R105.4, IBC 105.4 SEE WALL TYPES FOR WALL ASSEMBLY 5/8" GWB TYPE "X" I /2" TEMPERED GLASS DR-HEAD-6W.dwg I /Z'TEMPEREI GLAS HM FRAME, FILLEI WITH BATT INSULATIOI BED OF SEALAN 5B" GWB TYPE "X' SEE STRUCTURAL kME, FILL ATT INSULATION HM RELITE HEAD DETAIL Scale: 3" = 1' -0" 71 HM-RELITE.dwg HM RELITE SILL DETAIL Scale: 3" = 1' -0" 4 SIDE SEE WALL TYPES FOR WALL ASSEMBLY SEE WALL TYPES CONT. SEALANT, TYP. FOR WALL ASSEMBLY 5 3/4" HM DOOR HEAD DETAIL DR-HEAD-CMU.dwg Scale: 3" = 1'-9' V) CID LU 0- < < 3:¢ 3: W UJ CONT. SEALANT, TYP. CONT. SEALANT, TYP. DOOR (PER SCHED.) HM FRAME, GROUT SOLID DR-JAMB-CMU.dwg CONT. SEALANT, TYP. Scale: T= 11 -9 5/8" GWB TYPE "I CONT. SEALANT, TYP. HM FRAME - SEE STRUCTURAL 05/01/14 5/6'GWB TYPE "X" DOOR SWEEP -- 1/2 ' TEMPERED DOOR - PER SCHED.) GLASS . .. ....... . . . .... . ............ . ....... . .... . ... . .... . ­1 . . .. I HM FRAME, {E) SIDEWALK - �M FRAME, FILL SEALANT — KITH BATT INSULATION GROUT SOLID (E) EXPANSION --- JOINT .......... (E) FOUNDATION — Co r I A �LU V) ❑ C>11 FLU DOOR (PER SCHED.) W to 0 < :Z' < 5 3/4" HM DOOR HEAD DETAIL DR-HEAD-CMU.dwg Scale: 3" = 1'-9' V) CID LU 0- < < 3:¢ 3: W UJ CONT. SEALANT, TYP. CONT. SEALANT, TYP. DOOR (PER SCHED.) HM FRAME, GROUT SOLID DR-JAMB-CMU.dwg CONT. SEALANT, TYP. Scale: T= 11 -9 5/8" GWB TYPE "I CONT. SEALANT, TYP. HM FRAME - SEE STRUCTURAL 05/01/14 5/6'GWB TYPE "X" DOOR SWEEP -- 1/2 ' TEMPERED DOOR - PER SCHED.) GLASS . .. ....... . . . .... . ............ . ....... . .... . ... . .... . ­1 . . .. I {E) SIDEWALK - �M FRAME, FILL SEALANT — KITH BATT INSULATION (E) EXPANSION --- JOINT .......... (E) FOUNDATION — Co r I A �LU V) ❑ C>11 FLU W to 0 < :Z' < . ..... ...... . .. . ............ :.� . . .... . . .. . . .. .. . . . . ............ ..... W C14 I /Z'MDF WAINSCOT, SEE INT. ELEVATIONS HM FRAME, FILL WITH BATT INSULATION . .. . . ..... ... ....... ................ .... ...... ... 1 /Z'MDF WAINSCOT, SEE INT. ELEVATIONS HM FRAME, LINE OF SILL FILL WITH BATT INSULATION BELOW HM RELITE JAMB DETAIL HM-RELITE.dwg 1 /2" TEMPERED GLASS Scale: Y= IT' IFITNESS ROOM SIDEJ LINE OF SILL BELOW HM FRAME, FILL WITH BATT INSULATION HM RELITE & DOO HM-RELITE.dwg (PER SCHEDULE) GYMNASIUM SIDE R JAMB DETAIL Scale: T= IT (E) BOND BEAM SEE WALL TYPES FOR WALL ASSEMBLY MORTAR NET CONT. SEALANT, TYP. HM FRAME, GROUT SOLID WEEPS @ 24'O.C. FLEXIBLE FLASHING DOOR (PER SCHED.) STEEL ANGLE PER STRUCTURAL HM FRAME, GROUT SOLID DOOR (PER SCI DOOR HEAD DETAIL EXTERIOR HM DOO DR-HEAD-CMU.dwg CONT. SEALANT, TYP. to CO < -�: W, V) W 0 DR-JAMB-CMU.dwg SEE WALL TYPES FOR WALL ASSEMBLY 5/8" GWB TYPE "X' CONT. SEALANT, TYP DOOR (PER SCHEDULE) HM DOOR J Scale: 3" =1' -0" DOOR PER SCHED.) 4. HIM FRAME, GROUT SOLID CONT. SEALANT, TYP. AMB DETAIL , Scale: 3" = 1 ` -0" DR-HEAD-CMU.dwg ICI e-A A11 R HEAD DETAIL Scale: 3'= IT' EXTERIOR H DR-JAMB-CMU.dwg GROUT SOILD > 0 0 Reviewed for Code Compliance CODEPROS, LLC. Michael J. Barth, M.C.P. mbarth@codeproswa.com APPROVED By Mchact J. Satth, M.C.P. at 12:27 pm, Jon 2T, 2014 R JAMB DETAIL Scale: T= IT' INSIDE FINISH FLC /I T PER FINISF (E) CONC. SLAI SEALANT HM DOOR HEAD DETAIL EXTERIOR DOOR THRESHOLD DETAIL DR-HEAD-6W.dwg Scale: 3" V-0" (0*7 ts (PER SCHEDULE) CONT. SEALANT, TYP. 5/8" GWB TYPE "X' 5/8" GWB TYPE "I HM FRAME - SEE STRUCTURAL 05/01/14 . . ..... ...... DOOR SWEEP -- DOOR - PER SCHED.) CONT. SEALANT, TYP. THRESHOLD - {E) SIDEWALK - �M FRAME, FILL SEALANT — KITH BATT INSULATION (E) EXPANSION --- JOINT g (E) FOUNDATION — GROUT SOILD > 0 0 Reviewed for Code Compliance CODEPROS, LLC. Michael J. Barth, M.C.P. mbarth@codeproswa.com APPROVED By Mchact J. Satth, M.C.P. at 12:27 pm, Jon 2T, 2014 R JAMB DETAIL Scale: T= IT' INSIDE FINISH FLC /I T PER FINISF (E) CONC. SLAI SEALANT HM DOOR HEAD DETAIL EXTERIOR DOOR THRESHOLD DETAIL DR-HEAD-6W.dwg Scale: 3" V-0" (0*7 ts (PER SCHEDULE) HM DOOR JAMB DETAIL DR-JAMB-6W.dwg Scale: 3" = 1 -0" DR-THRESHOLD.dwg (E) CONC SLAB W/ VC"! Scale: 3" = IT;"� - H.M. DOOR PER SCHED. ALUM. THRESHOLD PLATE AT - DOOR OPENING - CLEAN AND GRIND REMAINING FOUNDATION WALL AFTER REMOVING CMU WALL (E) GYM WOOD FLOOR DR I 7.dwg Lle) O 0 Q 004 -t OD < > 0 E 0 0 08 L) L -5 W 4; 10 04 zs z 0 O< > 7 0-- 0 (.� F- (/) C) -J 0 0 y V) =5 < U 3828 REGISTERED ARCHITECT I STEVE STORAASLI ISTATE OF WASHINGTON[ Project: CONT. SEALANT, TYP. Drawn: 5/8" GWB TYPE "I 2" . ...... ... .... ........ .. . r PERMIT 05/01/14 . . ..... ...... 05/23/14 .......... . . ... . . ..... CID g V) A -J C>11 FLU W to 0 . ..... ...... . .. . ............ :.� . . .... . . .. . . .. .. . . . . ............ ..... I /Z'MDF WAINSCOT, SEE INT. ELEVATIONS HM FRAME, FILL WITH BATT INSULATION HM DOOR JAMB DETAIL DR-JAMB-6W.dwg Scale: 3" = 1 -0" DR-THRESHOLD.dwg (E) CONC SLAB W/ VC"! Scale: 3" = IT;"� - H.M. DOOR PER SCHED. ALUM. THRESHOLD PLATE AT - DOOR OPENING - CLEAN AND GRIND REMAINING FOUNDATION WALL AFTER REMOVING CMU WALL (E) GYM WOOD FLOOR DR I 7.dwg Lle) O 0 Q 004 -t OD < > 0 E 0 0 08 L) L -5 W 4; 10 04 zs z 0 O< > 7 0-- 0 (.� F- (/) C) -J 0 0 y V) =5 < U 3828 REGISTERED ARCHITECT I STEVE STORAASLI ISTATE OF WASHINGTON[ Project: 2014-11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: A.1 O WALL TO STOP @ UNDERSIDED OF EXISTING ACP CEILING C (E) ACP SOFFIT @ 9' -6" LOBBY 748 III LAUNDRY/ t HALL TR ING 308A 301 (E) GWB @ 9' -6" HALL 307 L (E) GWB @ 9' -6' 10 9' -6" Ill I@ 9' -6. )'j C� (E) SOFFIT @ 7-6" AUDITORIUM GYMNASIUM ,_ - -.- � t............ ....... -. ............ .- �_..._.(.._.._._..._ OTSA W TOILET I 314 � (E) GWB I @ V -6" J I SIR OFFICE 315 (E) GWB @ 9' -6" (E) GWB @ 9'- TOILET 306 (E) DS @ 14' s (E) SOFFIT @ 9' -6" (E) FASCIA TO REMAIN 8' -0" AFF TO BOTTOM BACKBOARD SUPPORTS TO BE MOUNTED TO (E) STEEL TRUSSES ALT. BID A -2 ENTRY CANOPY SEE Foe BOY'S LOCKERS 3078 (E) GWB @ 9' -6" NA- STORAGE 318 (E) G B @ 9'-6' LOCKERS ()"G B @ V -6" TRAINE 'S I ROOMt ' 316 (E) GW15 FRAME CEILING W/ 2X6 @ — 16" O.C. FOR NEW CEILING SOUND 1648 (E) GWB @ 9' -6" O HEIGHT VARIES GWB STORAGE 167 HEIGHT VARIES GWB (E) SOFFIT @ 14' -0" u ING WALL TO 159 1 .... ._ ........ _. _.__.... _._... - - -- �:P @ 9' -6' NO WORK THIS AREA ATHLETIC STORAGE �- 164 NO WORK THIS AREA .._._._ P.E. STOR , E x.16- NO WORK THIS AREA (E) DS ALT. BID A -3 6'X 4' CANOPY W 1596 �MEN�' P.E. STORAGE 162 (E) GWB @ 9' -6" ALT. BID A-4 - -� 8'X 4' CANOPY (A8 O1 16 Coqpflosv Lic. Michael Barth, M.C.P. b: - od emoswa. com Z T. Drawn: -' 0- _i a, u (E) 311 GWB @ 9' -6" (E) SOFFIT @ 7-6" AUDITORIUM GYMNASIUM ,_ - -.- � t............ ....... -. ............ .- �_..._.(.._.._._..._ OTSA W TOILET I 314 � (E) GWB I @ V -6" J I SIR OFFICE 315 (E) GWB @ 9' -6" (E) GWB @ 9'- TOILET 306 (E) DS @ 14' s (E) SOFFIT @ 9' -6" (E) FASCIA TO REMAIN 8' -0" AFF TO BOTTOM BACKBOARD SUPPORTS TO BE MOUNTED TO (E) STEEL TRUSSES ALT. BID A -2 ENTRY CANOPY SEE Foe BOY'S LOCKERS 3078 (E) GWB @ 9' -6" NA- STORAGE 318 (E) G B @ 9'-6' LOCKERS ()"G B @ V -6" TRAINE 'S I ROOMt ' 316 (E) GW15 FRAME CEILING W/ 2X6 @ — 16" O.C. FOR NEW CEILING SOUND 1648 (E) GWB @ 9' -6" O HEIGHT VARIES GWB STORAGE 167 HEIGHT VARIES GWB (E) SOFFIT @ 14' -0" u ING WALL TO 159 1 .... ._ ........ _. _.__.... _._... - - -- �:P @ 9' -6' NO WORK THIS AREA ATHLETIC STORAGE �- 164 NO WORK THIS AREA .._._._ P.E. STOR , E x.16- NO WORK THIS AREA (E) DS ALT. BID A -3 6'X 4' CANOPY W 1596 �MEN�' P.E. STORAGE 162 (E) GWB @ 9' -6" ALT. BID A-4 - -� 8'X 4' CANOPY (A8 O1 16 Coqpflosv Lic. Michael Barth, M.C.P. b: - od emoswa. com Z U Drawn: -' 0- _i a, u E� PERMIT o a BID SET 05/23/14 Q r , V o 0 � U � z � 10 04 a u.i V ry uJ z J n .Ir 0 J u- U-1 Z 0 0 Z LLJ ry Q%, V � .J p 0 0 t� �•r� £ j o C� 0 sa UZD <U V N 3828 REGISTERED ARCHITECT STEVE STORAASLI STATE OF WASHINGTON Project: 2014 -11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: 31 IL--Jl F=--1 176 —ON co N ir3 N N N d 04 F7 `I tV I w- 23 ' -3 22 21 20 7FLOOR 9 1$ 17 13 12 10 9 [ � J [ / J 0 G � -' --� Sheet: SHOWER BARRIER TOILET SEAT MOP NER BARRIER FIRE BARRIER FREE PLASTIC COUNTER TOP MOUNTED SANITARY SANITARY VERTICAL GRAB GRAB TOILET MIRROR PAPER SOAP CURTAIN ROD FREE COVER /(MH OOKS SINK FREE EXTINGUISHER LAVATORY WAINSCOT BARRIER FREE LAVATORY NAPKIN NAPKIN GRAB BAR BARS BARS TISSUE 18 "x30" TOWEL DISP. DISP. URINAL DISPENSER FBO) FS) DRINKING CABINET (INSULATE PIPES) {PLAM) {INSULATE PIPES) DISP. RECEPTACLE (VGB) (GB) (GB) DISPENSER (MR -1) (PTD) (SD) (UR) (TSCD) FOUNTAIN (FX) (LAV) (LAV) {SND) (SNR) OFCI OFCI OFCI (DF) ACCESSORY MOUNTING HEIGHTS 4 A7*00 NOTE: SEE PLANS & ELEVATIONS FOR CALLOUTS SCALE: 1/4" = F -0" 0 'y' fV A A A =01 A[ z I/ - EX. Ch SOUND-PANEL.dwg k'OFILE All SOUND PANEL DETAIL ...... . ......... . .. Scale: 3" = 1'-0" Validity of Permit. The issuance or granting of a perrnit or approval of plans, specifications and COMPLI'lations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the local jurisdiction, Permits pfesuming to give authority to violate or cancel the provisions of such codes and ordinances shall not be valid, IRC 1 105,4, 113('-* 105,4 POSITION -1.- 1.11 .1, - -11 - - DRINKING FOUNTAIN. SEE lA GYMNASIUM 166 SCALE: 1/4" = I'-T I APPROVED By MichoetI— Sarth, M-CA at 12,17 W", Jon V, 2014 4x6 ACOUSTIC WALL PANELS BASE BLEACHERS (OFCI) 2 A7.01 GYMNASIUM 166 t C? a: E? ZO � a: (D SCALE: 1/4" = 1'-031 z q J cr, UJI < > (D > V ► E 0 0 0 • A Lb t: D A BASKETBALL BACKBOARDS & D z V) 4� 10 (14 0 Ld SUPPORT STRUCTURE (OFOI) • TYP. OF (6) ..... . ............. — ... ....... a. . ................ . .... . ... . .... . .. ........................ .... . ... BASE BLEACHERS (OFCI) 2 A7.01 GYMNASIUM 166 t C? a: E? ZO � a: (D SCALE: 1/4" = 1'-031 z q J cr, UJI < > (D > ► E 0 0 0 • Lb t: D V) D z V) 4� 10 (14 0 Ld V) • LIJ V) z 0 LLJ __J LU rp" 0 W UJ IN 3828 REGISTERED ARCHITECT STEVE STORAASLI STATE OF WASHINGTON Project: 2014-11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: A7,901 EXISTING ITEMS ON GYM WALLS TO BE REMOVED DURING CONSTRUCTION AND REMOUNTED AS NOTED: 1. U.S. FLAG IN DISPLAY CASE, 6'X 8' 2. (8) SCHOOL FLAGS 3. (5) STATE CHAMPIONSHIP PLAQUES, 4' X 4- 4. (40) CHAMPIONSHIP PLAQUES, 2' X 4' 5. FIGHT SONG FLAG, 8'X 8' 6. COMMEMORATIVE JERSEY (JODY COSSELL) & PLAQUE 7. "GO COWBOYS" SIGN, 18'X 2' Validity of Permit. The Issuance or granting of a permit or approval of plans, specifications and 'computations shall not be con.stmed to be a permit for, or an approval of, any violation of any of the provisions f the Codes as adopted By the State of Washington and the local jurisdiction. Permits ' presuming to give authority to violate or c n ei the provisions of such code and ordinances shall not be valid, IRC F 1 .4, 16 1015.4 S' �o a: 910! 0 'cv n: A7.05 TO FIT SO AS TO WRAP AROUND CORNER SCOREKEEPER TABLE & PLATFORM PROVIDED BY OWNER GYMNASIUM 166 SCALE: 114'= 1' -0" APPROVED By Michael J. Barth, M.C.P. at 12:27 Pars, ,lure 27, 2014 101 GYMNASIUM 166 SCALE: 114'= 1' -0" z W 0 0 U �E O U w V) z O F- rr A a E� o E U UQ t-- O 8 U 0 N a) Q) s- N 10 CN IN! M Z O O Z W W C� O O z U rrS V U Q z U N3828 REGISTERED ARCHITECT STEVE STORAASL.I STATE OF WASHINGTON Project: 2014 -11 Drawn: JEL a: PERMIT BID SET Sheet: 05/01/14 05/23/14 A7.02 Validity of Permit. The issuance plans, specifications and comps tal fors or an approval of, any violatior adopted by the State of Washin tc presurning to give' authority to viok and ordinances shall not be valid. w granting of a penult or approval of ons shall not he construed to be a per'"lit of any of the provisions of the Codes as i and the local jurisdiction. Permits wo or cancel the provisions of such codes R105.4, IBC 105.4 P0 GWB -PT 0 GWB -PT GWB -PT EO STORAGE 167 tk ".J SCALE: 1/4" = 1' -0" L 9 (E) DISHWASHER (E) CASEWORK RELOCATED FROM RELOCATE & HOOK UP CURRENT LOCATION IN LOUNGE STAFF LOUNGE 159 0 SCALE: 1/4" = 1' -0" ' O E ail 0 GWB -PT 0 GWB -PT GWB -PT EO STORAGE 167 tk ".J SCALE: 1/4" = 1' -0" L 9 (E) DISHWASHER (E) CASEWORK RELOCATED FROM RELOCATE & HOOK UP CURRENT LOCATION IN LOUNGE STAFF LOUNGE 159 0 SCALE: 1/4" = 1' -0" [APPROVED '. of 12:27 pm, ,turn 27, 2414 NOTE: OWNER WILL REMOVE & REINSTALL (E) MARKER BOARD & MIRROR A FITNESS ROOM 161 IM MI 1f+T- re%IDCRAA IRt CCC RACE UAR.I If%A! SCALE: 1/4" = 1' -0" DURING CONSTRUCTION & REINSTALL. FITNESS ROOM] 61 (CONY.) J SCALE: 1/4" = 1' -0" MI 'I - Z 0 �C ua I ua W 0 W UJ Z N 382s REGISTERED ARCHITECT STEVE STORAASLI STATE OF WASHINGTON Project: 2014 -11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: A7.03 O E 0 00 t� V v � Y cv ;v 10 [APPROVED '. of 12:27 pm, ,turn 27, 2414 NOTE: OWNER WILL REMOVE & REINSTALL (E) MARKER BOARD & MIRROR A FITNESS ROOM 161 IM MI 1f+T- re%IDCRAA IRt CCC RACE UAR.I If%A! SCALE: 1/4" = 1' -0" DURING CONSTRUCTION & REINSTALL. FITNESS ROOM] 61 (CONY.) J SCALE: 1/4" = 1' -0" MI 'I - Z 0 �C ua I ua W 0 W UJ Z N 382s REGISTERED ARCHITECT STEVE STORAASLI STATE OF WASHINGTON Project: 2014 -11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: A7.03 (E) RECITE (E) GWB - PT GWB - PT (E )CMU -PT GWB-PT F.E. CABINET (E )CMU - PT U -PT (E)CM mm� CMU - PT —� CMU - PT - L (E)CMU - PT (E }CMU - PT z (E) \ I O 3 3 a 2 \ _ - / BEYOND PEN TO d OPEN TO \ BEYOND 1 i T. �.t._ ..... . 4x12 , _ - _ CT EXISTING - = '° W CONC. :... r s BENCHES i i CT 7.. T ICE MACHINE (NiC) A (3) - LOCKER 4 "H D 11 - I S" Kl5 "x24 "H LOCKERS S 0 ( ) O 13 DF (3) TIERS -d" (2) TIERS 6" CT BASE BOY'S LOCKERS 307E HALL 307A GIRLS TEAM LOCKERS 303 (CONT.) -' 3 „_ 2 � SCALE: 1/4" = l-0' 4 SCALE: 1/4" = 1' -0" SCALE: 1 /4 - I'-a' O S � O � cn o 4x4 TILE DETAIL, (D] TOILET PARTITION NOT SEE 7 A7.05 LOCKER ISLAND 0 � 0 GWB-PT 5 SHOWN FOR CLARITY A7.04 , _ i fi i 11 i i 7 t-- ........ ! i I. 1 1 i I T T f T--r i ,! ._i.... W �.. _. ! . a.._i:::: T i t _ ,� i._�= i ! O MU - PT {_:. _i ...� I...i � i-..._i. _ I i.... E CMU - PT !-I � i .._'- � - (E) CMU - PT 2; (( ``. (` _ .... i.._.... ` 1............ -- _ _ ._.:.......... __.. I _ .I - - - T._ ... - T j } y 1 tt_ 1 r �r t 101::, ,.t [ . .7 .,; ;i ,, f s ».: F'. ,__ ,.. �.. .. ,. .t... ;... -_+ c..• " e ._ts`, -s t t: -. 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II 1 i _.,_....... _ 1 ........... _ �.... _..... ........ i. r CT -. _....... i : => 'r` _.. __ .......... .{> �O .: ! _.i. �. t......r.... �..i.._ t CT i f_ �....._ ... ��. .�._i.._�._..i....�__f -i __'._..i._i._�._i..., _ �? t CT t 1 ? r. �.:..... ; 1._.' .., t� ..L..L... E i 'T-._ .. 1...} T._�...... i t t_.E_...r_._ i T ! ; t .. i i.... {.....,... BENCHES ,._.. 1 i 1 C r _. _.. .......... _. . .,. _l :$ ...i 1 I I �....{ i ....i....i l..._ i _ . ......................t._...... L..,..... I i : _ - _ - I (r T_ I ) ' I !... ._ .....' -_i. r...... T I i l�l :_1 l {., �....,.......! I 1 i T i i 1 1 I__�.... _ ,.....;.._. _�. ,_ . ... - - r >. i I t 'i f ` ! r_. i i i i i i . ..i. !.. �.. } f _• _ I .. {{ _ *._ ., _i .'....'. r.. 1_ ;_ � i i i i i . .i_ � ♦ i....t . _ ..... ( f f t ! I [ I _r i- ....1._ f.._ ... ...__ i ._1.. - t {, - .1._r:i Q _. t I F� l S T ... f ... }. `!. i. ..._ �. i' T_.. -- t' i i I ;.....}, .. rr rr rr .rrri► i C CT TO 6' -0" B (11) 6 -15'xl 5"x24 "H LOCKERS O (11) -16515 "x24 "H LOCKERS O 21 4 6" CT BASE (2) TIERS (2) TIERS BOY'SH WER 3070 BOY'S LOCKERS 307E (CONT.} S O ��2$ REGISTERED 11 ; �, 4 ARCHITECT SCALE: 1/4" = 1' -0" SCALE: 1 J4 = 1 -0 STEVE STORAASL.1 STATE OF WASHINGTON CT -1 WHERE TILE GOES 4x4 TILE DETAIL CT -3 FULL HEIGHT SEE /� t� F.E. CABINET A7 04 ......... CT I/, i 1 GWB - PT GWB - PT r r a 201 - 11 ... ct: : /�. , f . . � _.1 r !i Cg T ; t �� . Coo ; � - - Draw JEL ! s , LC. (E) CMU - PT (E) CMU - PT CT -2 CT T ..., Michael J. Barth, M.C.P. ...._......1 . i i ! I i j ( ! I c�som PERMIT 05/01/14 I __1 i __ t3aihd CC? i _... - -�- t .t I t i r ? ... CT -3 _:.._..._..._....._. ; ..__.__._ _....._ .:. _._ ;......_...,._._. – _ �....._..... _._,..__ i ; t t a .......i .i I ._.I �....... .... I__. _._ _......�.._.............. « ... '.__- i _• ._. ! .. ' '.... _ { s, .t•. ..3 6 i >' i' im �' .f R t E.< # ' ! \ I i BID SET 05/23/14 _. _._ T I I ! I \ - - -- 1. _.._.._.... .... ............__......._._I_...- - T._...... -- { ! ! ! i I _.tom_ i , 1 ... I } ! i ; I i i ! ' l._ APPROVED l:_ 4x12 _ r.. 23.i ��= ? _ lii�:� � tt I I I I ( I I i ! i !.. 8 Mr'hr3t t. Birth i.f .i�, ai 12.'27 ,_JUta 27> 24}14 ` ! i _ CT -!_. ?. ,.. —, -- — ».........:.._.........._..... _ _.._... ................_........ ., . ' ...__._............ Y _. f ! { t ... _...�. _.I. 1.... i f i ' i ! � i I { '..... ... ... -- - -- I t th i FIELD TILE COLOR CT -I ( i I I I I I - -- ..._ .:.. _...__....._....._.. - __.._. _.. __.. _........_........... _..: _ :..._..._... : t i I r [ I .: ..........:........... ._ _ 1 ...... .....i........... :.._......— —} __..._:._..._.... i .....:........_.i._.......1 _ — — - -- ......:._..._ • / t i f 3'.f i t i y 1 i . . �. : t _ : Validity of Permit. The issuance Or granting of a pemlit Or approval Of O plans, specifications and computations shall not be construed to o a perr�it A D Sheet: ICE MACHINE (NIC) DF 1 tor, or an approval of, any violation of n of the previsions of the Codes as adopted by the State of Washington and the local jurisdiction. Permits TY R 4x4 TILE WALL DETAIL preSUrn in to give authority to :c:lale or cancel the provisions of such reads HALL 308A BOY'S SHOWER 30 7 C (CONT.) and ordinances shall not he valid IRC R 105 4, IBC 10' ff _ ' _� 7 SCALE: 1 4" = 1' -0" SCALE: 1 /4" = 1' -9 5 A7*04 SCALE: 1/2" - 1 -0 / C? (8) -11 S'xl S'x2A!'H LOCKERS (2) TIERS - 2 SIDES LOCKER ISLAND SCALE: 1/4" = I'-a' EX. RELITE W/ H.M. FRAME Validity of Permit. The issuance or granting of a permit or approval of plans, spe6fi cations and computations *shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the Jocal jurisdiction, Permits presuming to give authority to violat e or cancel the provisions of such code I s and ordinances shall not be valid. IRC R 105 4t IBC 105;4 FIBERGLASS SHOWER UNIT SEE MECH. CURTAIN ROD (E) RELITE (E) CMU - PT ................... L . .. . . ............ . .... . ........ . ..... .... . ... . LOCKERS (2) TIERS 4" R.B. OFFICE 310 SCALE: 114'= 1' -0" 3 101 Yr',][ CT 0A r>T1r1f-%k1 k1r1T EX. RELITE W/ H.M. FRAME EX. CMU-PT SCALE: 1/4" = 1'-0" CI 01 IL) 11LKZ, EX. CMU - PT EX. CMU-PT EXISTING CONC. BENCHES (D EXISTING LOCKERS (NIC) V R.B. (2) TIERS IX4 TILE DETAIL, 3EE GWB - PT GWB - PT 3 "ELITE W1 H.M. FRAME EX. CMU - PT ON 4" R.B. Q 13 EX. CMU-PT .... ........ .... . . .. ..... .... . ..... ... . ............. ........ ..... ..... .... .... J_ . F ........... .... . . .. . . .. . ..... I ..... .... (E) CMU PT 6 T-T 4" 7 (D > 6 CT CT CT 0 ... .. ..... ... ..... ..... t I . . ....... ..... T 4 ... ..... .... 'I ..... ..... . ..... .... 111 ... r .... ... ..... .... . . w 17- .... . ... ... . r ... .... .... . . ..... .... .... ..... f .f . ... ..... ..... .... .... ..... . . .... ...... _T . ... . E 4 1-Jr., EE i I ; _E . ..... ..... .. .... .... z .4.4 T . 10 ... .... ... . .. . ..... V) .:..il . .... ...... ..... Y I I ....... ... ...... .... ..... ... .... . ... ..... ...... . ..... .... . ..... . . . . . . . . . . . . . . . . . . . . . . . . . .... . . ... ...... ... ... ... . .... ... ... ..... 17 r 4_4 id.- .... .... . . .. "ELITE W1 H.M. FRAME EX. CMU - PT ON 4" R.B. Q 13 EX. CMU-PT .... ........ .... . . .. ..... .... . ..... ... . ............. ........ ..... JEL J_ . F ........... .... . . .. . . .. . ..... I ..... .... (E) CMU PT 6 < 3: 4" 7 (D > 6 . . .. .... .... .... ..... .... 0 G OFFICE 315 SCALE: 1/4!'= I'-T EX. CMU - PT 4x4 TILE DETAIL, SEE GWB - PT A7.04 (E) GWB - PT SCALE: I IW'= I'-U' 81 8 GIRL'S SHOWER 308C SCALE: ]IN'= ]'-T EXI—- . LITE W/ H.M..,,,,- OFFICE 310 ................ . .. . SCALE: I/N'= F-G' FILL IN EXIST. OPENING W/ CMU TO MATCH ADJACENT SURFACE-PT SEE STRUCTURAL 0 TRAINING EX. CMU - PT 4" R.B. ROOM 316 .... ........ .... . . .. ..... .... . ..... ... . ............. ........ ..... JEL J_ . F ........... .... . . .. . . .. . ..... I ..... .... (E) CMU PT 6 < 3: > 7 (D > 6 . . .. .... .... .... ..... .... 0 ... .. ..... ... ..... ..... -T F.T . .. . .... ..... . ..... ... ..... .. ... . . .... 1, . .. ..... ... 00 .... ... ..... .... . . w 17- .... . ... ... . r ... .... .... . . ..... .... .... ..... f .f . ... ..... ..... .... .... ..... . . .... ...... _T . ... . w]::J ..! 4 1-Jr., EE i I ; _E . ..... ..... .. .... .... z .4.4 T . 8 GIRL'S SHOWER 308C SCALE: ]IN'= ]'-T EXI—- . LITE W/ H.M..,,,,- OFFICE 310 ................ . .. . SCALE: I/N'= F-G' FILL IN EXIST. OPENING W/ CMU TO MATCH ADJACENT SURFACE-PT SEE STRUCTURAL 0 TRAINING EX. CMU - PT 4" R.B. ROOM 316 V) z 0 < > LIJ _J 0 LLJ 2: 8 V—REGISTERED ARCHITECT N 382 � I STEVE STORAASLI %STATE OF WASHINGTONI Project: 2014-11 U JEL PERMIT cc) UJ BID SET < 3: > (D > 6 0 E (D 0 0 L) 0 00 U z 10 LLI V) UJ V) z 0 < > LIJ _J 0 LLJ 2: 8 V—REGISTERED ARCHITECT N 382 � I STEVE STORAASLI %STATE OF WASHINGTONI Project: 2014-11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: A7005 FILLLK VA r" ' IR PANEL '-F UllJ L 1 I 1 . D (7) -18 "x21 "x24'H LOCKERS (3) TIERS rig 1 rn n A A Iri L -IN EXIST. OPENING (7) - 18"x21 "x241'H LOCKERS O (3) TIERS 1 L LV�.. f \LI\ ULI ♦VI t J p] i ICiCJ BOY'S TEAM LOCKERS 317 SCALE: 1 IN' = F-T J Validity of Permit. The issuance or granting of a pennit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the local iurisd ction. Permits presuminc g to give authority to violate or cancel the provisions of such cedes and drd'nances shall not be valid. IRC 8105.4, 10Cr 10 EX. CMU -PT 'i U/1JL 1(111.11 0c I /lil`li ­ t ", .- AS READ. TO MATCH ADJACENT SURFACE EX. CMU -PT GWB - PT LOBBY 748 SCALE: 1 IN' = V -0" GWB - PT 4° R.B. n J 0 0 0 0 OFFICE 312 SCALE: l /4" = F-T APPROVED By M1chaet.1. Barite, M.C.P. at 12.27 pry, Arn 27, 2014. Z w 0 U � 0 U rd ME 14 H LLI !J 20 1 i UF4 01 Q o E U 0U O U � a L V% 10 11w M saes VREGISTEIE1 ARCHITECT STEVE STORAASLI STATE OF WASHINGTON Project: 2014 -11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: A7.06 6' SEALANT I -- 1 "X 1/8" CONT. PLATE SCREW TO WALL @ 12" O.C. '" 22 GA COUNTER FLASHING - 2r, Ch "XE 1/4.12 i--- -- METAL ROOFING $a °T TUBE STEEL BEAM HSS 7X5 20 GA METAL GUTTER SLOPE TO (E) DS 9' -10" AFF C15 @ PERIMETER BEYOND I Vi=i 9' - - — 10" AFF (E) WOOD TRIM TO REMAIN ENTRY CANOPY DETAIL n SEALANT 22 GA METAL FLASHING METAL ROOFING 2r -6,r __CHANNEL 3X5 STEEL PERLIN NOTCHED AROUND BEAM I V Scale: 1 -1/2" = 1' -0" 5X7 STEEL BEAM ENTRY CANOPY DETAIL Scale: 1 -1/2" = 1' -0" STEEL CHANNEL, SEE STRUCTURAL 1, LO 6X4 STEEL TUBE, SEE STRUCTURAL STEEL TUBE BEAMS PAINTED BLUE 1/412 SLOPE ,L ROOFING 3 L CHANNEL, iTRUCTURAL L CHANNEL, ; TRUCTURAL Y-6- AFF J/�/ JILLL VLI7iYl BEYOND ENTRY CANOPY DETAIL �... Scale: 1 -1/2" = 1' -0" 0 FACE OF CMU VENEER 22 GA SURFACE - MOUNTED COUNTER FLASHING 22 GA FLASHING CLOSURE STRIP v METAL ROOFING 3X5 STEEL PURLIN C15 BEYOND ENTRY CANOPY DETAIL Scale: 1 -1/2" = 1' -0" TO CMU VENEER 0 12' -" AFF CLOSURE STRIP - — — METAL ROOFING SLOPED @ 1/4:12 — STEEL PLATE, SEE STRUCTURAL 12" STEEL CHANNEL, SEE STRUCTURAL SEE WALL TYPES FOR WALL ASSEMBLY 2" THERMAL CLIP 1" ALUM. Z -CLIP ALUMINUM SHAPE e SEALANT --' FCP DETAIL - OUTSIDE CORNER Scale: T= 1' -0" FCP DETA CLIP 1 llLV1Yi. � ...:LIP IL - VERTICAL JOINT Scale: 3" = 1' -0" THERMAL CLIP @ 24" .C. VERTICALLY FIBER CEMENT PANEL OVER PLYWOOD SHEATHING 1" ALUM. Z -CLIP FIBER CEMENT PANEL BASE TRIM FLASHING FIBER CEMENT PANEL BASE TRIM FLASHING SEALANT WEATHER RESISTANT BARRIER FCP DETAIL - HORIZONTAL JOINT V FIBERGLASS CLIP V U V V SEE STRUCTURAL 4 . 0 4 V .N, g . a V � ,v a d @ V SEALANT --' FCP DETAIL - OUTSIDE CORNER Scale: T= 1' -0" FCP DETA CLIP 1 llLV1Yi. � ...:LIP IL - VERTICAL JOINT Scale: 3" = 1' -0" THERMAL CLIP @ 24" .C. VERTICALLY FIBER CEMENT PANEL OVER PLYWOOD SHEATHING 1" ALUM. Z -CLIP FIBER CEMENT PANEL BASE TRIM FLASHING FIBER CEMENT PANEL BASE TRIM FLASHING SEALANT WEATHER RESISTANT BARRIER FCP DETAIL - HORIZONTAL JOINT 9' -0" AFF (E) WOOD SIDING _. 1/2" PLYWOOD SHEATHING Validity of Permit. The issuance or granting of a permit or .approval Of plans, specifications and computations shall not he construed to he a permit C -METAL tor, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the Iocai junsrlictien. Parr -nits presuming to give authority to violate or cancel the provisions of such codes Arad rd'nanc s shall not he valid, IRC 8105. , IBC 1054 Scale: T= 1' -0" 9 � V v (E) CMU 2" FIBERGLASS CLIP 6" STEEL Z -GIRT CLOSURE STRIP METAL SONG CANOPY DETAIL METAL SIDING DTL - VERT. JOINT 15 1-1/2" = 1' -0" Scale: 3" = 1' -0" "A 1UN ASS CLIP SING ON 112" SHEATHING SEE STRUCTURAL DSURE SET IN ENDWALL FLASHING CAULK E) CMU PILASTER ek 25' -4" AFF VARiFY PRE -CAST CONCRETE CAPITAL (E) CMU PILASTER DETAIL T.O. CAPITAL SECTION 1 -1 /2" -1' -0" T.O. CA (E) CMU PILASTER PRE -CAST CONCRETE CAPITAL, SEE STRUCTURAL FOR DETAILS BACKER ROD & SEALANT PRE -CAST CONCRETE PANEL, SEE STRUCTURAL FOR DETAILS PITAL SECTION DETAIL. ____ 7 1 -1 /2" = IT' (E) CMU WALL (E) CMU PILASTER NON SHRINK GROUT 1 /2" CHAMFER PRECAST CONCRETE PANEL, SEE STRUCTURAL FOR DETAILS PILASTER SECTION DETAIL Scale: 1 -1 /2" = 1' -0" (E) CMU PILASTER E a PRECAST ._. !....._... _. CONCRETE PANEL, 7 7 SEE STRUCTURAL FOR DETAILS a i J a° 4 'A G / / \ 3/4„ 1 /2" CHAMFER a I 31X' NON GROUT (E) FOUNDATION WALL PILASTER FOOTING DETAIL Scale: 1-1/Z'= 1' -0" 2" FIBERGL, .�., W/ 1" Z -GIRT (E) CONC. SLAB 20 GA PRE- FINISHED METAL COPING CLOSURE STRIP CONT. CLEAT STEEL CHANNEL, SEE STRUCTURAL METAL SIDING OVER 1 /2" PLYWOOD SHEATHING 1" STEEL Z -GIRT, SEE STRUCTURAL 6" FIBERGLASS CLIP 2" INSULATION (E) CMU DETAIL V FIBERGLASS CLIP V U SEE STRUCTURAL METAL SIDING ON PLYWOOD SHEATHING V WEATHER BARRIER ,v a V 9' -0" AFF (E) WOOD SIDING _. 1/2" PLYWOOD SHEATHING Validity of Permit. The issuance or granting of a permit or .approval Of plans, specifications and computations shall not he construed to he a permit C -METAL tor, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the Iocai junsrlictien. Parr -nits presuming to give authority to violate or cancel the provisions of such codes Arad rd'nanc s shall not he valid, IRC 8105. , IBC 1054 Scale: T= 1' -0" 9 � V v (E) CMU 2" FIBERGLASS CLIP 6" STEEL Z -GIRT CLOSURE STRIP METAL SONG CANOPY DETAIL METAL SIDING DTL - VERT. JOINT 15 1-1/2" = 1' -0" Scale: 3" = 1' -0" "A 1UN ASS CLIP SING ON 112" SHEATHING SEE STRUCTURAL DSURE SET IN ENDWALL FLASHING CAULK E) CMU PILASTER ek 25' -4" AFF VARiFY PRE -CAST CONCRETE CAPITAL (E) CMU PILASTER DETAIL T.O. CAPITAL SECTION 1 -1 /2" -1' -0" T.O. CA (E) CMU PILASTER PRE -CAST CONCRETE CAPITAL, SEE STRUCTURAL FOR DETAILS BACKER ROD & SEALANT PRE -CAST CONCRETE PANEL, SEE STRUCTURAL FOR DETAILS PITAL SECTION DETAIL. ____ 7 1 -1 /2" = IT' (E) CMU WALL (E) CMU PILASTER NON SHRINK GROUT 1 /2" CHAMFER PRECAST CONCRETE PANEL, SEE STRUCTURAL FOR DETAILS PILASTER SECTION DETAIL Scale: 1 -1 /2" = 1' -0" (E) CMU PILASTER E a PRECAST ._. !....._... _. CONCRETE PANEL, 7 7 SEE STRUCTURAL FOR DETAILS a i J a° 4 'A G / / \ 3/4„ 1 /2" CHAMFER a I 31X' NON GROUT (E) FOUNDATION WALL PILASTER FOOTING DETAIL Scale: 1-1/Z'= 1' -0" 2" FIBERGL, .�., W/ 1" Z -GIRT (E) CONC. SLAB 20 GA PRE- FINISHED METAL COPING CLOSURE STRIP CONT. CLEAT STEEL CHANNEL, SEE STRUCTURAL METAL SIDING OVER 1 /2" PLYWOOD SHEATHING 1" STEEL Z -GIRT, SEE STRUCTURAL 6" FIBERGLASS CLIP 2" INSULATION (E) CMU DETAIL Scale. 1 -1/2" _ 1' -0" FIBER CEMENT PANEL W/ 1/2" PLYWOOD SHEATHING WEATHER RESISTANT BARRIER 2" FIBERGLASS CLIP W1 1" STEEL Z -GIRT FASTENED TO (E) CMU WALL FCP BASE TRIM FLASHING METAL FLASHING SEALANT SOLID CMU SILL CAP 8X4X16 T.O. CMU VENEER 12'-0" AFF GROUT TYP. SILL AT CMU Scale: 1 -1/2" = 1' -0" (E) CMU WALL 2" INSULATION CMU VENEER 3rr �- — (E) FOUNDATION WALL FOUNDATION DETAIL 1' -0" Z w O 0 C� U cr> U w V) J H Lli Q o_ w H x L1J C) v i p. a P3-1 O Og U ((7 (D 1 V) -F 10 ua Fd 3828 REGISTERED VS ARCHITECT STEVE STORAASLI STATE OF WASHINGTON Project: 2014 -11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: • FIBERGLASS CLIP i" STEEL Z -GIRT, I-F6" SEE STRUCTURAL METAL SIDING ON PLYWOOD SHEATHING WEATHER BARRIER 20 GA CHANNEL, SEE STRUCTURAL INSIDE CLOSURE SET IN SEALANT C -METAL T.O. CMU VENEER 25' -10 1 /2" AFF BACKER ROD & SEALANT J CHANNEL TRIM STEEL ANGLE SEE STRUCTURAL FIBER CEMENT PANEL OVER PLYWOOD SHEATHING TRANSITION DETAIL Scale. 1 -1/2" _ 1' -0" FIBER CEMENT PANEL W/ 1/2" PLYWOOD SHEATHING WEATHER RESISTANT BARRIER 2" FIBERGLASS CLIP W1 1" STEEL Z -GIRT FASTENED TO (E) CMU WALL FCP BASE TRIM FLASHING METAL FLASHING SEALANT SOLID CMU SILL CAP 8X4X16 T.O. CMU VENEER 12'-0" AFF GROUT TYP. SILL AT CMU Scale: 1 -1/2" = 1' -0" (E) CMU WALL 2" INSULATION CMU VENEER 3rr �- — (E) FOUNDATION WALL FOUNDATION DETAIL 1' -0" Z w O 0 C� U cr> U w V) J H Lli Q o_ w H x L1J C) v i p. a P3-1 O Og U ((7 (D 1 V) -F 10 ua Fd 3828 REGISTERED VS ARCHITECT STEVE STORAASLI STATE OF WASHINGTON Project: 2014 -11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: • Validity of Permit, The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the local jurisdiction. Pennits presuming to give authority to violate or cancel the provisions of such codes and ordinances shall not be valid. IRC R105A, IBC IG5,4 F-A� EX. PULL DOWN GRILL ABOVE CEILING CLG-DTL.dwg See Revised Detail 5 on Sheet A7.00. lx"Ivl" V � IL-) DRINKING FOUNTAIN AND FILL WITH 6' CMU TO MATCH ADJACENT SURFACES. SEE STRUCTURAL PLAN DETAIL SCALE: 3/4" = V-0" T -10" M (E) DISPLAY CASE TO REMAIN REMOVE (E) PLYWOOD COVER & INSTALL CMU IN OPENING TO MATCH ADJACENT SURFACES. SEE STRUCTURAL I I Z- AV (V%L.P%J - I/`11 I-M LLltJCJ W F^11 141 TO MATCH EXIST. CEILING DETAIL :-611 C 1-011 E7 DINKING FOUNTAINS SEE MECHANICAL .......... .......... O FACE OF (E) WALL O ......... .......... ..... - ........ ........ .... . .. .......... .......... ......... ......... ......... ... . ........ (E) Z' PIPE - CUT BACK AT RETURN TO WALL & RECONNECT TO NEW WALL W/ ESCUTCHEON PLATE PLAN DETAIL SCALE: 3/4!'= 1 " -0" (E) BEAM & FRAMING TO REMAIN BLOCKING AS NEEDED 5/8" GWB TYPE "X" AS NEEDED FOR PATCHING 5/8" GWB TYPE "X" BEAM DETAIL @GYM 166 WD CAP PIECE, SEE I I /A7.00 PLAN DETAIL SCALE: 3/4!'= 1 " -0" APPROVED BY MIChaeU Barth, M.C.P. of 12.27 pm, Jon 27,2014 CORNER C MTL ATTAC CLIP (CON TYPICAL CO CORNER GUARD.dwg 'G /21 1M 1 -1 /2" = V-0" I/2'MDF WAINSCOT (WHERE OCCURS) F. F /4" RB, TYP I" MDF BASE —/ELEVATION NOTE: CORNERGUARD TO EXTEND FROM TOP OF FLOOR TO BOTTOM OF WOOD WAINSCOT CAP. RNER GUARD,/—, Scale: 3" = V-0" 5/8" GWB PLYWD. AS APPLIES SEE WALL TYPES SHEET A230 1x2 HARDWOOD MAPLE TRIM W/ 1/6'BULLNOSE AT EDGES. ATTACH TO WALL WITH GLUE AND NAILS. MDF WAINSCOT WAINSCOT CAP DETAIL INT-WL-WAINSCOT CAP.DWG SCALE: 6" = F-0" ADF TRIM, TYP MDF WAINSCOT, TYP MDF WAINSCOTING DETAIL INT-WL-MDF WAINSCOT.DWG SCALE: N.T.S. Z W UJ Ca 0 -7- 0 V) U ry W U-1 0 W 0 W LU 7- CL < 0 E 00 Q Q g 10 C14 911. z 0 0 z U-i 0 0 V) (DO 0 3828 REGISTERED ARCHITECT STEVE STORAASLI ISTATE OF WASHINGTON I Project: 2014-11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: 'i A SEE EXTERIOR ELEVATIONS, SHEET D2.10 FOR REMOVAL OF EXTERIOR FINISHES ON GYM AND WEIGHT ROOM WALLS. B. COORDINATE MECHANICAL AND PLUMBING DEMO WITH MECHANICAL DRAWINGS. C. COORDINATE ELECTRICAL DEMO WITH ELECTRICAL DRAWINGS. D. OWNER IS RESPONSIBLE FOR REMOVAL AND / OR RELOCATION OF STORAGE SHELVING IN ROOMS 163 , 164 AN 302 E. OWNER WILL MOVE AND STORE EXISTING WASHER AND DRYER IN LAUN RY 312. THIS EQUIPMENT WILL BE REINSTALLED IN NEW LOCATION BY CONTRACTOR. F. OWNER WILL REMOVE EXIST WEIGHT ROOM EQUIPMENT AND RUBBER FLOOR MATS FOR CONSTRUCTION IN ROOM 161 G. REMOVE ALL EXIST. FLOOR SLEEVES FROM WOOD FLOOR IN GYM. ALL WORK INVOLVING REMOVAL OF EXTERIOR FINISHES INCLUDING: BRICK, WOOD SIDING, & FLASHING ARE ONLY TO BE PERFORMED IF ALT. BID A -1 IS ACCEPTED. OTHERWISE, THESE FINISHES WILL REMAIN IN PLACE. 1. REMOVE WOOD FRAME WALL COMPLETELY FROM FLOOR TO CEILING, INCLUDING DOORS, DOOR FRAMES AND RELITES. 2. SAW CUT EXIST. CMU WALL TO CREATE OPENING FOR DOOR. SEE SHEET A 2.00 FOR EXACT LOCATION. 3. REMOVE EXIST. CMU WALLS COMPLETELY FROM FLOOR TO CEILING. 4. REMOVE EXIST. WOOD FRAMING AND CHAIN LINK MESH AND GATE. 5. REMOVE EXIST. FURRED PLUMBING WALL. COORDINATE PLUMBING CHANGES WITH MECHANICAL DRAWINGS. 6. REMOVE EXIST. DOOR AND H. M. DOOR FRAME. 7. REMOVE EXIST. DOOR, H.M. FRAME TO REMAIN. 8. REMOVE CERAMIC TILE FLOOR. 9. REMOVE CERAMIC TILE FROM WALLS. CLEAN OFF GROUT AND ADHESIVE. 10. REMOVE EXIST. TOILET PARTITIONS AND ACCESSORIES. 11. REMOVE EXIST. LOCKERS. 12. REMOVE EXIST. CONCRETE BENCH. 13. REMOVE EXIST. CARPET AS NEEDED FOR NEW WALL FRAMING AND FLOORING. RE- ESTABLISH EXIST. CARPET WHEN NEW WALL IS COMPLETE. REMOVE AND CLEAN CONC. SLAB OF ANY FLOOR ADHESIVE. 14. REMOVE EXIST. CASEWORK, UPPERS AND BASE, STORE AND REINSTALL IN NEW LOCATION AS SHOWN ON A2.00. SEE MECHANICAL AND ELECTRICAL FOR RELOCATING THOSE SYSTEMS. OWNER TO MOVE APPLIANCES AND REINSTALL. 15. REMOVE EXIST. BASKETBALL BACKBOARDS, SUPPORT FRAME CABLES AND MOTORS. BACKBOARDS TO BE GIVEN TO OWNER FOR REUSE. 16. REMOVE EXIST. BLEACHER SYSTEM COMPLETELY. 16a. EXIST. ELEC. CONTROLS FOR BLEACHERS AND EXIST. GYM DIVIDER CURTAIN TO BE REMOVED WITH EXPECTATION OF RELOCATING AS REQUIRED TO NEW BLEACHERS. SEE ELEC. DRAWINGS. 17. REMOVE EXIST. FLOOR INSERTS FOR VOLLEYBALL AND BADMINTON SUPPORTS. TOTAL OF (7) PAIRS. 18. REMOVE EXIST. ACT CEILING. REMOVE EXIST. WATER DAMAGED GWB CEILING TO ALLOW FOR REPLACING DAMAGED GWB. ASSUME 30% OF CEILING AREA. CLEAN EXIST. GWB AS REQUIRED TO INSTALL NEW FINISH CEILING. 19. CUT AND REMOVE PORTION OF EXIST. PIPE RAIL AS REQUIRED TO INSTALL NEW WALLS FOR DRINKING FOUNTAIN. END OF REMAINING PIPE RAIL TO BE REINSTALLED ON NEW WALL. 20. SEE MECH. DRAWINGS FOR REMOVAL OF DRINKING FOUNTAIN. 21. REMOVE PORTION OF EXIST. METAL TRANSITION PLATE AS REQUIRED TO INSTALL NEW FRAME WALL. 22. REMOVE (E) WOOD BASE TRIM AROUND PERIMETER OF GYM 23. REMOVE CONCRETE SLAB. REMOVE PORTION OF CONCRETE FOUNDATION WALL AS REQUIRED FOR NEW PLUMBING LINES - COORDINATE W/MECHANICAL DRAWINGS. 24. REMOVE DRYING RACKS FROM CEILING AND DISPOSE 25. REMOVE CARPET & MASTIC AS REQUIRED TO INSTALL NEW VCT AS SHOWN ON FLOOR PLAN. 26. REMOVE (E) TOILET PARTITION & ACCESSORIES Validity of Permit. The issuance or granting Of a Pemlit or approval of Plans, specifications and cOlnPutations shall not be construed to be a perrn t for, or an approval cif, any violation of any of the provisions of the Codes as adopted by the State 0t Washington and the Seal iurisdiction. F'ernlit presuming to give authority to violate or cancel the prov i sions of such codes and ordinances shall not be valid. IRC R105A, IBC 105.4 x STAGE 740 NO WORK THIS AREA IN AUDITORIUM 732 \ NO WORK THIS AREA \ \ 19 0 � "--" 1= __ GIRL'S 12 I 3 LOCKERS LI I TEAM 308 LOCKERS JJ _ 10 � El -I 303 T T] I�I I�LIJ I I `X I I x ATHLETIC STORAGE I f�l°i I I STORAGE IV I r1-1 I f X 1 302 I x I L11 I I I 11 x! /'A ix L -- -- -- -• - J t BOY'S Ti LOCKERS I I 307 TEAM I f LOCKERS F 317 I I L_IJ I I I I FT-11 I I I U I .� 11 I J i8 22 A III 11_v_ EXIST. PIPE RAIL TO BE REMOVED AND II REINSTALLED AT DIRECTION OF OWNER. LI P W 17 r-ti I . l .-•. 16 OFFICE 155 NO WORK THIS AREA HEALTH 154 . NO WORK THIS AREA \ OFFICE 153 NO WORK THIS AREA N. ULIVIULIIIUN PLAN SCALE: 1 I8" = 1 '_n„ z 2014 -11 Drawn: y UJ PERMIT E o a 0 05/23/14 Q 0 (� C9tl x o V N 0 LLJ / � i✓) _(N C� \..! ry LIJ z IL z 0 ,_J 0 W Q z 0 1=- 0 Z LIJ "ry G Q� 0 �- (.`_�.I O V" 'Z V U V � j r) ()0 �0 U U UU t /g F CH'I ETT CHITECT STEVE STORAASLI 5TATE qF WASHIIdCTON Project: 2014 -11 Drawn: JEL PERMIT 05/01/14 BID SET 05/23/14 Sheet: D2.00 r� M DEMOLITION NOTES: 1. REMOVE EXIST. BRICK VENEER, AND INSULATION (ALT. BID A -1). 2. REMOVE EXIST. BRICK VENEER FROM CMU PILASTER AND INSULATION (ALT. BID A -1). 3. REMOVE EXIST. WOOD SIDING, WOOD FRAMING AND INSULATION (ALT. BID A -1). 4. REMOVE EXIST. METAL PARAPET CAP (ALT. BID A -1). I 5. REMOVE EXIST. DOWNSPOUT & CONDUCTOR BOX TO ALLOW FOR NEW SIDING INSTALL. EXIST SUPPORT TO REMAIN IN PLACE (ALT BID A-]). 6. MISCELLANEOUS SIDING TO BE REMOVED TO ALLOW FOR INSULATION OF NEW MATERIAL. REINSTALL SIDING PER OWNERS DIRECTION (ALT. BID A -1). Validity of Permit. The issuance or granting Of a permit or approval of Plans, specifications and computations shalt not be construed ed to be a perinit for, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the local jurisdiction. Perrlvits J)reSUMing to give authority to violafe or cancel the provisions of such codes and ordtnaoces shall not be valid. IR0 8R105.4, IBC 105.4 19 1$ NOTE: NO DEMO OF EXIST FINISHES ON WEST FACE OF BUILDING. ALL FINISHES TO REMAIN AS IS. (E) LOUVER TO REMAIN (E) PLYWOOD FASCIA TO REMAIN (E) D.S. & SCUPPER TO REMAIN 17 NO (E) LOUVER TO REMAIN 0 SEE DEMO PLAN C FOR DOOR S01 ITH RI III I)Il\lr F F\IATInl\i r'1 SCALE: 1/811 = 1' -0" (L) SCUPPER TO REMAIN. ' EXIST T( EXIST. WA c SEE DEMO PL) FC FACT RI III F')IKIr'' M E:X1ATIr"1k1 "'r 1 V I u V 1 L L--1 11 v \—a L IL L V /-1 I I\ ,i I N SCALE. /8" = 1' -0" 0 -1014 NORTH BUILDING ELEVATION SCALE: 1/8" = 1' -0" Z w O 0 0 U cn SZ U R z 0 0 LJ C� V) z 0 UJI w C.� z N V) X UJ Q v clot ci Q E 3' N O U 0 C3 O �g U � w+ v 10 N Is 0 /[z 1./ Q 0 z W �0I- 0 �- -� o 0z z� V) V� C� 0 z0 0� Z � N gREGISTERED ARCHITECT STEVE STORAASLI STATE OF WASHINGTON Project: 2014 -11 Drown: JEL PERMIT 1 05/01/14 BID SET T 05/23/14 Sheet: • ,J �h 'o u ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION LIGHTING FIXTURE SCHEDULE URNT[IH8 FIXTURE DESCRIPTION MANUFACTURER/MODEL # LAMPS RECESSED LIGHT FIXTURE W SINGLE POLE SWITCH LITHONIA O SURFACE OR PENDANT MOUNT LIGHT FIXTURE (CIRCLE INDICATES RECESSED OR CONCEALED JUNCTION BOX) $T TIMER SWITCH �_o WALL SCONCE LIGHT FIXTURE $ps COMBINATION SWITCH /OCCUPANCY SENSOR O SURFACE LIGHT FIXTURE NNQ� ��ISI_ti L�UV ��l�J� - - - -'- F—� SURFACE OR PENDANT MOUNT STRIP LIGHT (CIRCLE INDICATES RECESSED OR CONCEALED JUNCTION BOX) --- - -� -`- -- --� - -' -- FINISH. �t W CONSTRUCTION NOTES DEMOLITION NOTES W INDICATES WEATHERPROOF FOR ALL DEVICES, PROVIDE LOCKING COVER ON RECEPTACLES. (2) T8 8 DUPLEX RECEPTACLE 8G DUPLEX RECEPTACLE (G INDICATES GROUND FAULT CIRCUIT INTERRUPTER) LB 2 32 MVOLT GEB101S ALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO BE RETAINED 8C DUPLEX RECEPTACLE (C INDICATES ABOVE COUNTER) ALL DEVICES WITH DASH LINE INDICATES EXISTING TO BE REMOVED FC LIGHTING LED 2400 4 DEDICATED RECEPTACLE WITH ISOLATED GROUND, DUPLEX OR FOURPLEX AS INDICATED SL1 14" ROUND SURFACE FCW3062- 300OK -277V LUMENS 277 30 MOUNTING HEIGHT. ARCHITECT TO SELECT FOURPLEX RECEPTACLE AH1 1 MECHANICAL EQUIPMENT CONNECTION � SPECIAL PURPOSE OUTLET - 10, VOLTAGE AND AMPERES AS INDICATED FINISH. � SPECIAL PURPOSE OUTLET - 30, VOLTAGE AND AMPERES AS INDICATED FC LIGHTING LED 400 . . ............. SEE ARCHITECTURAL ELEVATION FOR SL2 EQUI]PINEHY &H[D MOROHO - - -- FCW3043- 300OK -277V DEDICATED CONDUIT HOMEftUN TO PANEL &CIRCUIT NUMBERS AS INDICATED ON PLANS 277 RACEWAY CONCEALED IN WALL OR CEILING MOUNTING HEIGHT. ARCHITECT TO SELECT RACEWAY CONCEALED UNDERGROUND OR UNDER FLOOR SLAB MARKS INDICATE NUMBER OF #12 AWG UNLESS NOTED OTHERWISE LITHONIA GROUNDING CONDUCTOR GROUNDING SYSTEM PER CODE RECESSED 6" SHOWER DQWNLIGHT 6HF 1/26 -42TRT F6LS4 MVOLT JUNCTION 80X -SIZE PER CODE (F INDICATES FIRE ALARM SYSTEM) 42 SS MOTOR CONNECTION $M MANUAL STARTER Zi FUSED DISCONNECT SWITCH Mb 277/480 VOLT PANELBOARD .7r 120/208 VOLT PANELBOARD (OR AT RATED VOLTAGE AS NOTED) a EXISTING PANELBOARD TO BE RETAINED TRANSFORMER GENERAL NOTES FOR LIGHTING FIXTURE SCHEDULE 1. FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT, OCCUPANCY SENSORS AND TIME CLOCK CONTROLS, THE ELECTRICAL CONTRACTOR SHALL PROVIDE TESTING OF THE CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS TO MAKE SURE THEY ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED IN THE PRESENCE OF THE ENGINEER. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER, LIGHTING FIXTURE SCHEDULE SYMBOL FIXTURE DESCRIPTION MANUFACTURER/MODEL # LAMPS V W MOUNTING & REMARKS LITHONIA SEE ARCHITECTURAL ELEVATION FOR SF1 STRIP LIGHT WITH WIREGUARD EJS 132 MVOLT GEB101S WGL 277 32 MOUNTING HEIGHT. ARCHITECT TO SELECT FINISH. 2X4 SURFACE LOW PROFILE LITHONIA (2) T8 SF2 WRAPAROUND LB 2 32 MVOLT GEB101S 277 58 FC LIGHTING LED 2400 SEE ARCHITECTURAL ELEVATION FOR SL1 14" ROUND SURFACE FCW3062- 300OK -277V LUMENS 277 30 MOUNTING HEIGHT. ARCHITECT TO SELECT FINISH. FC LIGHTING LED 400 SEE ARCHITECTURAL ELEVATION FOR SL2 5" ROUND SURFACE LED FCW3043- 300OK -277V LUMENS 277 10 MOUNTING HEIGHT. ARCHITECT TO SELECT FINISH. LITHONIA (1) 42TRT RF1 RECESSED 6" SHOWER DQWNLIGHT 6HF 1/26 -42TRT F6LS4 MVOLT 277 42 GENERAL DEMOLITION NOTES (APPLY TO ALL DEMOLITION PLANS) IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS BID ALL COSTS ASSOCIATED WITH NECESSARY DEMOLITION TO ALLOW NEW CONSTRUCTION SHOWN IN CONTRACT DOCUMENTS. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL REMOVE ALL EXISTING RECEPTACLES, LIGHTING FIXTURES, DEVICES, ABANDONED RACEWAYS, CONDUCTORS, TOGETHER WITH ANY AUXILIARY ITEMS TO ALLOW NEW CONSTRUCTION AND FINISH TO OCCUR AS COMPLEMENTED BY THE CONTRACT DOCUMENTS. DASHED LINES INDICATE EXISTING DEVICES AND EQUIPMENT TO BE REMOVED. 2. THESE PLANS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIAL. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREAS AND LIMITS OF WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THERE ON, AND SHALL NOT RELY SOLELY ON REVIEW OF THE BIDDING DOCUMENTS IN DETERMINING THE EXTENT OF DEMOLITION WORK REQUIRED. COORDINATION OF THESE DRAWINGS WITH REQUIREMENTS FOR CONTRACT WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DISCREPANCIES BETWEEN OR WITHIN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. THE CONTRACTOR SHALL PROVIDE CLARITY SKETCHES, DIAGRAMS, AND FIELD DIMENSIONS OF EXISTING CONDITIONS AT THE REQUEST OF THE ENGINEER IF /WHEN CONFLICTS ARE IDENTIFIED. 3. REMOVE ALL WIRES, CABLES, SURFACE MOUNT RACEWAYS AND ALL APPURTENANCES WHICH SERVE DEVICES BEING REMOVED. CUT CONDUIT FLUSH TO CEILING OR WALL WHEN CONCEALED, AND SEAL OFF WITH SPRAY FOAM. ABANDON FLUSH BOXES AND NON-- ACCESSIBLE CONDUIT, PROVIDE COVER PLATES FOR ALL BOXES TO REMAIN. CUT CONDUIT FLUSH TO FLOOR AND SEAL WITH GROUT. 4. ELECTRICAL CONTRACTOR SHALL COORDINATE ' WITH GENERAL CONTRACTOR FOR ALL CUTTING, PATCHING AND FINISH WORK. 5. CONTRACTOR TO REMOVE AND DELIVER TO OWNER ALL DEVICES THAT ARE IDENTIFIED BY OWNER TO BE RETAINED. CONTRACTOR SHALL COORDINATE WITH OWNER TO ASSURE THAT ALL ITEMS TO BE RETAINED ARE IDENTIFIED PRIOR TO THE START OF DEMOLITION, ALL ITEMS NOT SO IDENTIFIED SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF SITE. 6. FOR DEMOLITION SHEETS ONLY, UNLESS NOTED OTHERWISE DISCONNECT AND REMOVE ALL DEVICES INDICATED. MAINTAIN CONTINUITY OF ALL DEVICES & EQUIPMENT TO REMAIN. PROVIDE JUNCTION BOXES, CONDUIT AND WIRE TO EXTEND EXISTING CIRCUITS TO NEW PANELS AS REQUIRED. 7. ELECTRICAL CONTRACTOR TO REMOVE ELECTRICAL CONNECTIONS TO ALL MECHANICAL EQUIPMENT TO BE DEMOLISHED. ELECTRICAL CONTRACTOR TO CHECK ALL DEMOLITION PLANS AND ACTUAL FIELD CONDITIONS FOR UNIT LOCATIONS. ALL CONDUIT THROUGH ROOF AND ACCESSIBLE CONDUIT TO BE REMOVED. S. COORDINATE WITH OWNER FOR ALL POWER SHUT - -DOWN. 9. E.C. SHALL RE-- SUPPORT ALL EXISTING OPEN WIRE COMMUNICATION CABLING TO STRUCTURE ABOVE CEILING THAT ARE REMOVED AND REPLACED. ALL EXISTING COMMUNICATION CABLING MUST BE MAINTAINED AND FULLY OPERATIONAL DURING CONSTRUCTION, GENERAL NOTES (APPLY TO ALL DRAWINGS 1. ONLY BRANCH CIRCUIT HOMERUNS ARE SHOWN WITH NUMBER OF CONDUCTORS /WIRES. E.C. SHALL PROVIDE ALL REQUIRED CONDUCTORS /WIRES TO ALL DEVICES AS NECESSARY IN ORDER TO INSTALL ALL CIRCUITS, SWITCHING AND GROUNDING COMPLETE. PANEL CIRCUIT NUMBERS ARE SHOWN TO CLARIFY CIRCUITING CONFIGURATION. CONDUCTOR HASH MARKS ARE NOT SHOWN FOR WIRE, SWITCH LEGS OR GROUNDING CONDUCTORS BETWEEN DEVICES. 2. EMT CONDUIT FOR POWER WIRING SHALL BE USED IN ALL EXPOSED AREAS, AND FOR ALL HOMERUNS. MC CABLE MAY BE UTILIZED IN THE WALLS & FOR LIGHT FIXTURE WHIPS ONLY WHERE CONCEALED. PAINT ALL EXPOSED CONDUITS, MOUNTING HARDWARE, AND RACEWAYS TO MATCH ADJACENT SURFACE. 3. ALL CONDUIT SHALL BE RUN PARALLEL OR PERPENDICULAR TO STRUCTURE. 4. EC SHALL PROVIDE CODE REQUIRED SUPPORT OF ALL EXISTING CONDUITS & BACKBOXES. The electrical plans have not been reviewed for compliance with the Electrical Code as adopfied by the State of Washington. A separate electrical review and permit is required from the Washington State Department of Labor & Industries (L &I). CodePros` review is limited to identifying compliance with the Building, Mechanical, Plumbing and Energy codes as adopted by Jefferson County and the State of Washington. Z w 0 0 U 0 0 U ry W 0 z W V) LU LIJ 0 < J >y E- LL1 U UJ L.w W V 0 . 01 �< > t3 0o U 0 o© U 0 L 5 V) N LU z 0 H 0 z L1J W o 0t' -� a 0-7 U V) V) D _0 V) U U U 05-01-2014 Project: 201 4 -11 Drawn: T.L PERMIT 1 5/1/2014 Sheet: tt CONSTRUCTION NOTES Ot RELOCATE EXISTING LIGHT FIXTURE. EXTEND EXISTING CIRCUIT. Q PROVIDE NEW SWITCH ADJACENT TO NEW DOOR. PROVIDE CONNECTION TO EXISTING LIGHTS. Q CONNECT LIGHT TO NEAREST 277V LIGHTING CIRCUIT. ROUTE CIRCUIT THROUGH ASTRONOMICAL TIME CLOCK. PROVIDE AN ASTRONOMICAL TIME CLOCK FOR CONTROL OF EXTERIOR LIGHTS. 18 17 PARTIAL LIGHTING PLAN SCALE: 1/8" = V-0" Z 0 0 V) U 0!� Lli CL !�✓ Ab L 6 F4 CL < C5 E 0 0 0 C 08 -le m .9 0 Lu -5 f.n 0 4- V-) -E� 10 N Air 2 05-01-2014 Project: 2014-11 Drawn: T.L PERMIT 1 5/l/2014 Sheef: J E2.00 NORTH CONSTRUCTION NOTES PROVIDE SURFACE MOUNTED 4" SQUARE BOX WITH NEMA L5 -15 TWIST -LOCK RECEPTACLE IN 1/2- DEEP COVER PLATE FOR BASKETBALL BACKBOARD MOTOR. MOUNT WITHIN 3'--0" OF RADIO RECEIVER MOUNTED ON THE SUPERSTRUCTURE PIPE. PROVIDE 208V -3PH, 3/4 "C., (4 )#12 AND (1 )#12 GR. TO EACH BLEACHER MOTOR. PROVIDE 12 "X12 "X6" J -BOX AND MANUAL LOCKING, NOT -FUSED DISCONNECT SWITCH AT EACH BANK MOTOR LOCATION. MOUNT J--BOX AND DISCONNECT 1' -0" IN FROM THE LEFT END OF EACH BANK (FACING THE BANK) AT +3' -0" AFF. �3 PROVIDE DEDICATED 20AMP RECEPTACLE FOR TREADMILL. �4 RECEPTACLE FOR SOUND SYSTEM RACK. RELOCATE EXSITING DEVICES TO THE WEST AT LOCATION INDICATED. INTERCEPT AND EXTEND EXISTING CONDUIT, WIRE AND CIRCUITS TO NEW LOCATIONS. O6 E.C. TO COORDINATE WITH OWNER THE REPLACEMENT OF THE EXISTING SCOREBOARD WITH NEW. OWNER FURNISHED, CONTRACTOR INSTALLED. O7 CONNECT TO ADJACENT CIRCUIT. O8 E.C. TO PROVIDE A RELAY TO OPEN THE MOTORIZED DAMPER WHEN THE FAN IS TURNED ON. Q9 PROVIDE 120 VOLT CONNECTION TO MOTORIZED DAMPER. 0 v 9 0 9- ir i �F � 19 I 18 7 i i f 17; PARTIAL POWER ER PLAN SCALE: 1/8" = Y-9' z n W 0 a. �C CL z W 0 U 0 z 0 C) U W F -; cr a Q C o E ao UJ ' w 0 z 0 0 z W 'r- pN . ! 0 0z 0 (} V) Q C 0 z V) =):�i U=5 <C U `C u fi' � pg NASD! l r� �tv"� � � 05 -01 --2014 Project: 2014 -11 Drawn: 1",L Sheet: "J CONSTRUCTION NOTES GYM SOUND SYSTEM RACK. O 12x12 JUNCTION BOX FOR SOUND SYSTEM RACK. O3 ADDRESSABLE FIRE ALARM MODULE FOR SOUND SYSTEM SHUNT. O4 PROVIDE CONDUIT SIZE AS SHOWN TO GYM SOUND SYSTEM RACK. z ry 0 (D U 0 V) W V) 2 ui F-- V) V) ry CL J F4 00 C. IL < E 00 C g -5 ll� (D Q) 10 (N ui 2 z 0 0 Z ui C� 0z u ry V) V) 0 = --i (DO -10 u V) :D::E U ::D < u < U 05-01-2014 Project: 2014-11 Drawn: T. L Sheet: *CUSTOMEF PRIMARY D SYSTEM. INCOMING UTILITY EXISTING ONE -LINE DIAGRAM Sr-.ALF-. NONE '0 cu. The electrical plans have not been reviewed for compliance with the Electrical Code as adopted by the State of Washington. A separate electrical review and permit is required from the Washington State Department of Labor & Industries (L&I). CodePros' review is limited to identifying compliance with the Building, Mechanical, Plumbing! and Energy codes as adopted by Jefferson County and the State of Washington. 7 ry Lii 0 F1 0 z 0 V) SZ U Q� U-1 0 ry n U-1 Z UJ Z 0 00 01 < > 0 E C 08 co .5 Ln 0 (D cn A4 2 05-01-203-4 Project: 2014-11 Drawn: T1 PERMIT 1 5/1/2014 Sheet: t� LOAD TYPE H PANEL: LOC: TYPE: LOAD 5000 5000 5000 1250 1250 1250 GL2 (Existing) RM 164 NEMA 1 CIRCUIT UNIT HEATER UNIT HEATER 3 CIR. DIRECTORY NO. 1 3 5 7 9 11 PH 4 VIVRE VOLTAGE: MOUNT: SURFACE POLES: 42 SF CIR BRKR P AMP A B 3 20653 17974 15 _ 3 1384 1384 15 4BOY1277V FEED: BOTTOM MAINS: CIR BRKR CIR. C _ P AMP ]NO. 3 2 4 14782 100 6 3 8 10 1384 50 12 225 MLO 22 OOOAIC MINIMUM CIRCUIT DIRECTORY LOAD 15653 XFMR PANEL GP 12974 75 KVA 9782 134 JH&V UNIT #9 134 134 200A MCB LOAD TYPE T X H X H H X M1 H M1 H M1 LOAD SPARE NEMA 1 13 1 20 250 22 OOOAIC MINIMUM 62 3 3 15 15 14 CIR. CIR BRKR CIR 250 M 1 LOAD SPARE 15 1 20 AMP A B 250 0 16 PUMP MOTOR 250 M1 900 RECEPT SPARE 17 19 1 20 2 RECEPT 250 18 20 66 250 M1 GYM SOUND SYSTEM 3 1 21 1 20 4 RECEPT 1080 R 22 SPACE RECEPT 5 1 - 1980 1 20 23 RECEPT 1080 R R 1080 24 7 1 20 3480 ._.� 1 30 8 HAIR DRYER 2400 25 R 1080 RECEPT 9 1 20 3480 1 30 26 HAIR DRYER 2400 D D 500 SCOREBOARD 11 27 20 2900 1 30 12 HAIR DRYER 2400 D R 28 RECEPT 13 1 20 3120 1 30 14 HAIR DRYER 29 D R 720 RECEPT 15 1 20 1416 30 16 FAN F -2 696 M 1 R 180 RECEPT 31 1 20 480 1 15 18 EF -1. 300 M1 32 540 RECEPT 19 1 20 690 1 15 20 33 150 M1 L 675 675 LIGHTS LIGHTS 21 23 1 1 34 2 675 30 22 24 SPARE 39 L 80 35 300 EMERGENCY LIGHTS 25 1 20 1020 36 1 20 26 FLOOR POCKET 720 37 D 500 SCOREBOARD 27 1 20 38 860 1 20 28 PHONE BOARD 84 39 D SPARE 29 1 40 158 1 20 30 STORAGE LIGHT 41 158 D A 1000 POPCORN POPPER 31 42 30 1000 18750 TOTAL THIS PANEL•> 22287 19608 16416 TOTAL 39561 LIGHTING(125 ° /a) 2135.00 22287 19608 16416 TOTAL CONNECTED LOAD (VA): 58,311.00 RECEPTS< =10000(100 %0) = 10000.00 LARGEST MOTOR(125 %a) = 3375.00 KITCHEN LOADS(65 %) = U0 TOTAL CONNECTED CURRENT (A): 70.14 RECEPTS >10000(50a /o) =40.00 OTHER MOTORS(100%) = 2298,00 APPLIANCES(100 %a) = 9539.00 RECEPTS TOTAL = 10040.00 MOTOR TOTAL = 5673.00 DEDICATED(100 0/,) = 13236.00 TOTAL DEMAND LOAD (VA): 66,873.00 ELECTRIC HEAT(100 %) = 26250.00 WATER HEATERS(100 %) = 0,00 MISC(100 %) = 0.00 TOTAL DEMAND CURRENT A 80.44 NOTES: L= LIGHTING, R= RECEPTACLES, H= ELECTRIC HEAT, M1= LARGEST MOTOR, M2 -5THER MOTORS, WH =WATER HEATERS, K= KrrCHEN LOADS, A= APPLIANCES, D= DEDICATED, X =M ISC, SF =SUB FEED 15 LOAD TYPE H PANEL: GP (Section 1) Existing 3 PH 4 WIRE VOLTAGE: 208YI120V 225 MLO 22 OOOAIC MINIMUM _ CIRCUIT _DIRECTORY .. LOAD 15653 XFMR PANEL GP 12974 (75 KVA) 9782 134 H &V UNIT #9 134 134 250 PUMP MOTOR 250 250 LOAD TYPE 200A MCB H X LOC: RM 164 H MOUNT: SURFACE FEED: BOTTOM M1 MI M1 LOAD TYPE: NEMA 1 POLES: 42 SF MAINS: YES 22 OOOAIC MINIMUM 62 3 15 CIR. CIR BRKR CIR 63 LOAD TYPE LOAD CIRCUIT DIRECTORY NO. P AMP A B C P %jRIR.. 0 CIRCUIT DIRECTORY LOAD TYPE R 900 RECEPT 1 1 20 1980 1 20 2 RECEPT F 1080 _R_ 66 D 100 GYM SOUND SYSTEM 3 1 20 1180 1 20 4 RECEPT 1080 R R 900 RECEPT 5 1 20 1980 1 20 6 RECEPT 1080 R R 1080 RECEPT 7 1 20 3480 ._.� 1 30 8 HAIR DRYER 2400 D R 1080 RECEPT 9 1 20 3480 1 30 10 HAIR DRYER 2400 D D 500 SCOREBOARD 11 1 20 2900 1 30 12 HAIR DRYER 2400 D R 720 RECEPT 13 1 20 3120 1 30 14 HAIR DRYER 2400 D R 720 RECEPT 15 1 20 1416 1 20 16 FAN F -2 696 M 1 R 180 RECEPT 17 1 20 480 1 15 18 EF -1. 300 M1 R 540 RECEPT 19 1 20 690 1 15 20 CIRC. PUMP 150 M1 L 675 675 LIGHTS LIGHTS 21 23 1 1 20 675 20 2 675 30 22 24 SPARE 39 L 80 L 300 EMERGENCY LIGHTS 25 1 20 1020 1 20 26 FLOOR POCKET 720 R D 500 SCOREBOARD 27 1 20 18980 TOTAL THIS PANEL -> 22517 19608 16416 TOTAL 39561 LIGHTlNG(125 ° /a) = 2422.0 22517 19608 16416 _j TOTAL CONNECTED LOAD (VA): 58,541.00 RECEPTS <= 10000(100 %) = 10000.00 LARGEST MOTOR(125 %) = 3375.00 KITCHEN LOADS(65%) = 0.00 TOTAL CONNECTED CURRENT (A): 70.41 RECEPTS }10000(50 %) = 40.00 OTHER MOTORS(100 %0) = 2298.00 APPLIANCES(100 %) = 9539.00 RECEPTS TOTAL = 10040.00 MOTOR TOTAL = 5673.00 DEDICATED(100 %) = 13236.00 TOTAL DEMAND LOAD (VA): 59,660.50 ELECTRIC HEAT(100 %) = 18750.00 WATER HEATERS(100 %0) = 0.00 MISC(100 %) = 0.00 TOTAL DEMAND CURRENT A 71.76 NOTES: L =LIGHTING, R= RECEPTACLES, H= ELECTRIC HEAT, M1=LARGEST MOTOR, M2 =OTHER MOTORS, WH =WATER HEATERS, K= KITCHEN LOADS, A= APPLIANCES, D= DEDICATED, X =MISC, SF =SUB FEED 860 1 20 28 PHONE BOARD 84 360 D SPARE 29 1 20 158 1 20 30 STORAGE LIGHT 158 D A 1000 POPCORN POPPER 31 2 30 1000 3 15 32 A 1000 33 1000 34 SPACE SPACE 35 36 37 3 15 3 15 38 SPACE 39 40 SPACE 41 42 X 4363 SF1 4363 SF2 X 4363 SF1 4363 SF2 X 3589 SF1 3589 SF2 23185 TOTAL THIS PANEL.> 15653 12974 9782 TOTAL 15224 LIGHTING(12501a) =2135,00 15653 12974 9782 TOTAL CONNECTED LOAD (VA): 38,409.00 RECEPTS < = 10000(100 %) = 10000.00 LARGEST MOTOR(125%) = 3375,00 KITCHEN LOADS(65 %) = 0,00 TOTAL CONNECTED CURRENT (A): 106.61 RECEPTS >10000(50 %) =40.00 OTHER MOTORS(100 %) =1146.00 APPLIANCES(100%) = 9539,00 RECEPTS TOTAL = 10040,00 MOTOR TOTAL= 4521.00 DEDICATED(1000 /a) =13236.00 TOTAL DEMAND LOAD (VA): 39,471.00 ELECTRIC HEAT(100%) = 0.00 WATER HEATERS(100 %a) = 0.00 MISC(100 %a) = 0,00 NOTES: L= LIGHTING, R= RECEPTACLES, H =ELECTRIC HEAT, M1=LARGEST MOTOR, M2 =OTHER MOTORS, WH =WATER HEATERS, K =KITCHEN LOADS, TOTAL DEMAND CURRENT A 109.56 D= DEDICATED, X =M ISC, SF =SUB FEED A= APPLIANCES, LOAD TYPE H PANEL: LOC: TYPE: LOAD 5000 5000 5000 1250 1250 1250 230 GL2 (Existing) - REVISED 3 RM 164 NEMAI CIR. CIRCUIT DIRECTORY NO. 1 UNIT HEATER 3 N 5 7 UNIT HEATER 9 11 EXTERIOR LIGHTS 13 SPARE 15 SPARE 17 PH 4 WIRE VOLTAGE: MOUNT: SURFACE POLES: 42 SF CIR BRKR P AMP A B 3 20653 17974 15 3 1384 1384 15 1 20 480 1 20 250 1 20 480Y1277V FEED: BOTTOM MAINS: CIR BRKR CIR. C P AMP N0. 3 2 4 14782 100 6 3 8 10 1384 50 1 12 3 14 16 250 15 18 225 MLO 22 OOOAIC MINIMUM _ CIRCUIT _DIRECTORY .. LOAD 15653 XFMR PANEL GP 12974 (75 KVA) 9782 134 H &V UNIT #9 134 134 250 PUMP MOTOR 250 250 LOAD TYPE X H X H H X M1 H M1 H L M1 MI M1 M1 19 62 3 15 20 63 21 64 22 SPACE 23 24 66 25 67 26 --- .�.._._... 68 27 69 _ 28 70 29 71 30 72 31 73 32 74 33 75 34 35 76 36 77 37 78 38 79 39 80 40 81 41 82 42 83 18980 TOTAL THIS PANEL -> 22517 19608 16416 TOTAL 39561 LIGHTlNG(125 ° /a) = 2422.0 22517 19608 16416 _j TOTAL CONNECTED LOAD (VA): 58,541.00 RECEPTS <= 10000(100 %) = 10000.00 LARGEST MOTOR(125 %) = 3375.00 KITCHEN LOADS(65%) = 0.00 TOTAL CONNECTED CURRENT (A): 70.41 RECEPTS }10000(50 %) = 40.00 OTHER MOTORS(100 %0) = 2298.00 APPLIANCES(100 %) = 9539.00 RECEPTS TOTAL = 10040.00 MOTOR TOTAL = 5673.00 DEDICATED(100 %) = 13236.00 TOTAL DEMAND LOAD (VA): 59,660.50 ELECTRIC HEAT(100 %) = 18750.00 WATER HEATERS(100 %0) = 0.00 MISC(100 %) = 0.00 TOTAL DEMAND CURRENT A 71.76 NOTES: L =LIGHTING, R= RECEPTACLES, H= ELECTRIC HEAT, M1=LARGEST MOTOR, M2 =OTHER MOTORS, WH =WATER HEATERS, K= KITCHEN LOADS, A= APPLIANCES, D= DEDICATED, X =MISC, SF =SUB FEED LOAD TYPE A PANEL: LOG: TYPE: LOAD 1500 1500 1176 450 450 1513 1513 1513 GP (Section 2) Existing RM 164 NEMA 1 CIRCUIT DIRECTORY kDRER CURTAIN MOTOR SODA MACHINE SODA MACHINE WASHER 3 CIR. NO. 44 46 48 50 52 54 56 58 60 PH 4 WIRE VOLTAGE: MOUNT: SURFACE POLES: 42 SF CIR BRKR P AMP A B 2 2400 30 2400 1 30 1 20 450 1 20 450 3 1513 1 20 1513 208Y1120V FEED: BOTTOM MAINS: CIR BRKR CIR. C P AMP NO. 3 45 47 2076 15 49 3 51 53 1513 15 55 3 57 59 60 61 200A MLO 22 OOOAIC MINIMUM CIRCUIT DIRECTORY LOAD 900 BLEACHER MOTOR 900 900 SPACE ONLY SPARE LOAD TYPE M1 A M1 D D M1 D A A A 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 9615 TOTAL THIS PANEL -> 4363 4363 3589 TOTAL[_ 2700 LIGHTING(1250k) = 0.00 _43_63__ 4363 3589 TOTAL CONNECTED LOAD (VA): 12,315,00 RECEPTS < = 10000(100010) = .0,00 LARGEST MOTOR(125 %0) = 3375.00 KITCHEN LOADS(65 %a) = 0,00 TOTAL CONNECTED CURRENT (A): 34.18 RECEPTS >10000(50 %0) = 0.00 OTHER MOTORS(100 %) = 0.00 APPLIANCES(100 %) = 7539,00 RECEPTS TOTAL = 0.00 MOTOR TOTAL = 3375.00 DEDICATED(100 %a) = 2076.00 TOTAL DEMAND LOAD (VA): 12,990.00 ELECTRIC HEAT(100 %) = 0.00 WATER HEATERS(100 %) = 0.00 MISC(100 %) = 0.00 TOTAL DEMAND CURRENT A 36.06 NOTES: L =LIGHTING, R =RECEPTACLES, H =ELECTRIC HEAT, M1= LARGEST MOTOR, M2 =OTHER MOTORS, WH =WATER HEATERS, K =KITCHEN LOADS, A= APPLIANCES, D= DEDICATED, X =MISC, SF =SUB FEED The electrical plans have not been reviewed for compliance with the Electrical Code as adopted by the State of Washington. A separate electrical review and permit is required from the Washington State Department of Labor & Industries (L &I). CodePros' review is limited to identifying ;compliance with the Building, Mechanical, Plumbing and Energy codes as adopted by Jefferson County and the State of Washington. W Q Uj U v7 Z Q (Z z ry W O U i z 0 V) 0 �c' d 0 E oC> U 2 w 5 V) a� 10 LU 0 Z 0 0 z LLI o 07 -r_ __j (_DO 0 V) I U YC 0 c .} �r RS OF IIASf�� Al ONAL 05 -01- -20 14 Project: 2014-11 Drawn: T.L Sheet: E5.01 8 0 Fw a E s a d PANEL: GP (Section 1) Existing - REVISED 3 PH 4 WIRE VOLTAGE: 208YI120V 200A MCB LOC: RM 164 MOUNT: SURFACE FEED: BOTTOM TYPE: NEMA 1 POLES: 42 SF MAINS: YES 22 OOOAIC MINIMUM LOAD TYPE LOAD CIRCUIT DIRECTORY CIR. NO. CIR BRKR A B C CIR BRKR CIR. NO. CIRCUIT DIRECTORY LOAD LOAD TYPE P AMP Pw AMP R 900 RECEPT 1 1 20 1980 1 20 2 RECEPT 1080 R D 100 GYM SOUND SYSTEM 3 1 20 1180 BLEACHER MOTOR 1 20 4 RECEPT 1080 R R 900 RECEPT 5 1 20 NOTE 1 793 1980 1 20 6 RECEPT 1080 R R 1080 RECEPT 7 1 1 1 20 3480 1000 D 1 30 8 HAIR DRYER 2400 D R 1080 RECEPT 9 1 1 20 1ICE MACHINES NOTE 1 3480 A 1 30 10 HAIR DRYER 2400 D D 500 SCOREBOARD 11 1 20 RECEPT • OFFICE NOTE 1 540 2900 1 30 12 HAIR DRYER 2400 D R 720 RECEPT 13 1 20 3120 A 1513 1 30 14 HAIR DRYER 2400 D R 720 RECEPT 15 1 20 60 1416 20 1 20 16 FAN F -2 696 M1 R 180 RECEPT 17 1 20 20 540 480 1 1 15 18 1EF-1 300 M1 R 540 RECEPT 19 1 20 690 1 1 15 20 ICIRC. PUMP 150 M1 L 675 LIGHTS 21 1 20 675 2 30 22 SPARE L 675 LIGHTS 23 1 20 675 24 69 L 300 EMERGENCY LIGHTS 25 1 1 20 1020 1 20 26 FLOOR POCKET 720 R D 500 SCOREBOARD 27 1 20 72 860 1 20 28 PHONE BOARD 360 D D 1000 THERAPY TUB 29 1 20 74 1158 1 20 30 ISTORAGE LIGHT 158 D A 1000 POPCORN POPPER 31 2 30 1696 1 20 32 BACKBOARD NOTE 1 696 M1 A 1000 33 1696 78 1 20 34 BACKBOARD NOTE 1 696 M1 79 SPACE 35 1 696 1 20 36 BACKBOARD NOTE 1 696 M1 D 1000 TREAD MILL NOTE 1 37 1 20 1696 82 1 20 38 BACKBOARD NOTE 1 696 M1 D 1000 TREAD MILL NOTE 1 39 1 20 1696 84 1 20 40 IBACKBOARD NOTE 1 696 M1 D 1000 TREAD MILL NOTE 1 41 1 1 20 10958 TOTAL THIS PANEL•> 5796 5156 4825 TOTAL 4819 LIGHTING(125 %) =116.25 5796 5156 4825 TOTAL CONNECTED LOAD (VA): 15,777.00 RECEPTS <= 10000(100 1/o) =1440,00 LARGEST MOTOR(125 0/,) = 2973.75 KITCHEN LOADS(65 %) = 0.00 TOTAL CONNECTED CURRENT (A): 43.79 RECEPTS >10000(50 %) = 0.00 OTHER MOTORS(100 %) = 350.00 APPLIANCES(100 0/,) = 8439.00 RECEPTS TOTAL =1440.00 MOTOR TOTAL = 3323.75 DEDICATED(100 %) = 3076.00 TOTAL DEMAND LOAD (VA): 16,395.00 ELECTRIC HEAT(100 %) = 0.00 WATER HEATERS(100 %) = 0.00 MISC(100 %a) = 0.00 TOTAL DEMAND CURRENT A 45.51 1696 1 20 42 BACKBOARD NOTE 1 696 M1 X 5796 SF1 5796 SF2 X 5156 SF1 5156 SF2 X 4825 SF1 4825 1 SF2 30647 ITOTAL THIS PANEL.> 19478 16159 14410 TOTALI 19400 LIGHTING(125 %) = 225125 19478 16159 14410 TOTAL CONNECTED LOAD (VA): 50,047.00 RECEPTS< =10000(100 %) =10000.00 LARGEST MOTOR(125° /n) = 2973.75 KITCHEN LOADS(65 %) = 0.00 TOTAL CONNECTED CURRENT (A): 138.92 RECEPTS >10000(500k) = 760.00 OTHER MOTORS(100° /n) = 5672.00 APPLIANCES(100 %) = 10439.00 RECEPTS TOTAL =10760.00 MOTOR TOTAL = 8645.75 DEDrCATED(100 %) = 18236.00 TOTAL DEMAND LOAD (VA): 50,332.00 ELECTRIC HEAT(100 0/.) = 0.00 WATER HEATERS(100 9/6) = 0.00 MISC(100 %) = 0.00 TOTAL DEMAND CURRENT A 139.71 NOTES: L= LIGHTING, R =RECEPTACLES, H= ELECTRIC HEAT, M1 =LARGEST MOTOR, M2 =OTHER MOTORS, WH =WATER HEATERS, K =KITCHEN LOADS, A =APPLIANCES, D =DEDICATED, X =M ISC, SF =SUB FEED 1. PROVIDE CIRCUIT BREAKER SIZE AS INDICATED. 8 0 Fw a E s a d The electrical plans have not been reviewed for compliance with the Electrical Cade as adopted by the State of Washington. A separate electrical review and permit is required from the Washington State Department of Labor & Industries (L &I). CodePros' review is limited to identifying compliance with the Building, Mechanical, Plumbing and Energy codes as adopted by Jefferson County and the State of Washington. z PANEL: GP (Section 2) Existing - REVISED 3 PH 4 WIRE VOLTAGE: 208Y1120V 200A MLO LOC: RM 164 MOUNT: SURFACE FEED: BOTTOM TYPE: NEMA 1 POLES: 42 SF MAINS: 22 OOOAIC MINIMUM LOAD TYPE LOAD CIRCUIT DIRECTORY CIR. NO. CIR BRKR A 8 C CIR BRKR CIR. NO. _ CIRCUIT DIRECTORY LOAD LOAD TYPE P AMP P AMP e A 1500 DRYER 44 2 30 2293 3 20 45 793 M1 A 1500 0 O o 46 2293 47 BLEACHER MOTOR 793 M1 D 1176 CURTAIN MOTOR 48 1 30 1969 49 NOTE 1 793 M1 D 450 SODA MACHINE 50 1 20 1450 1 20 51 DRINKING FOUNTAIN NOTE 1 1000 D D 450 SODA MACHINE 52 1 20 1350 1 20 53 1ICE MACHINES NOTE 1 900 A A 1513 54 3 20 2053 1 20 55 RECEPT • OFFICE NOTE 1 540 R A 1513 WASHER 56 1513 3 60 57 A 1513 58 1513 59 SPARE M1 803 RESTROOM LT & RECEPT NOTE 1 60 1 20 803 61 R 540 RECEPT FITNESS RMISTOR NOTE 1 62 1 20 540 63 64 65 66 67 68 69 70 71 ` 72 73 74 75 76 77 � _._._. 78 79 - 80 81 82 83 84 85 10958 TOTAL THIS PANEL•> 5796 5156 4825 TOTAL 4819 LIGHTING(125 %) =116.25 5796 5156 4825 TOTAL CONNECTED LOAD (VA): 15,777.00 RECEPTS <= 10000(100 1/o) =1440,00 LARGEST MOTOR(125 0/,) = 2973.75 KITCHEN LOADS(65 %) = 0.00 TOTAL CONNECTED CURRENT (A): 43.79 RECEPTS >10000(50 %) = 0.00 OTHER MOTORS(100 %) = 350.00 APPLIANCES(100 0/,) = 8439.00 RECEPTS TOTAL =1440.00 MOTOR TOTAL = 3323.75 DEDICATED(100 %) = 3076.00 TOTAL DEMAND LOAD (VA): 16,395.00 ELECTRIC HEAT(100 %) = 0.00 WATER HEATERS(100 %) = 0.00 MISC(100 %a) = 0.00 TOTAL DEMAND CURRENT A 45.51 NOTES: L =LIGHTING, R =RECEPTACLES, H= ELECTRIC HEAT, M 1= LARGEST MOTOR, M2 =OTHER MOTORS, WH =WATER HEATERS, K =KITCHEN LOADS, A= APPLIANCES, D =DEDICATED, X =MISC, SF =SUB FEED 1. PROVIDE CIRCUIT BREAKER SIZE AS INDICATED. The electrical plans have not been reviewed for compliance with the Electrical Cade as adopted by the State of Washington. A separate electrical review and permit is required from the Washington State Department of Labor & Industries (L &I). CodePros' review is limited to identifying compliance with the Building, Mechanical, Plumbing and Energy codes as adopted by Jefferson County and the State of Washington. z iv Lli Q E 3: of 0 O o F ui L1J V) LU J d LL1 U V) A LL! z Q n DS_ p�. _2014 Project: 2014-11 Drawn: T.L Sheet: E5.02 CONSTRUCTION NOTES �1 PROVIDE RECONNECTION Of EXISTING RECEPTACLES TO EXISTING CIRCUIT. DEMOLITION NOTES O1 DISCONNECT EXISTING BLEACHER MOTORS. O2 RELOCATE EXISTING LIGHT FIXTURE. O3 REMOVE EXISTING SWITCH. O4 INTERCEPT AND EXTEND EXISTING CIRCUITS TO NEW LOCATION. SEE SHEET E3.00 FOR ADDITIONAL INFORMATION. I , i ELECTRICAL DEMOLITION PLAN SCALE: 1/8" = Y-0" Z ry w O C� M Z 0 V) U ry w Z Z 0 J 0 W a �t U U ui W b F4 J � .J 01 < ;� 00 �a o0 Zn a) LIJ .5 10 u; m z 0 0 z W LY_ 12 -J CQ 0z 0� cV) V) C) C7 0 �o 0 UZ:) <u �< UU 05-01 -2014 Project: 2014 -11 Drawn: T.L PERMIT 1 5/l/2014 GRILLES ---- -REGISTERS - DIFFUSERS SCHEDULE DESCRIPTION MFR. MODEL CFM AIR PATTERN MOUNTING FACE SIZE NECK SIZE COLOR REMARKS UNIT NO x SUPPLY DUCT DOWN RETURN, RELIEF, TRANSFER, OSA DUCT UP RELIEF, TRANSFER, OSA DUCT DOWN EXHAUST DUCT. UP `� 7�wRETURN, VOLUME DAMPER (VD) TURNING VANES (TV) MOTORIZED DAMPER THERMOSTAT (T'STAT) c EXHAUST DUCT DOWN RECTANGULAR DUCT SQUARE ELBOW UP RECTANGULAR DUCT, RADIUS ELBOW UP RECTANGULAR DUCT, SQUARE ELBOW DOWN RECTANGULAR DUCT, RADIUS ELBOW DOWN CEILING AIR TERMINAL - SQUARE CD -1 CEILING DIFFUSER TITUS PAS —AA -1 PER PLANS 1 WAY T —BAR 233/4x 233/4 PER PLANS WHITE FRAME 3 CD -2 CEILING DIFFUSER TITUS PAS -AA- -2 PER PLANS 2 WAY T -BAR 233/4x 233/4 PER PLANS WHITE FRAME 3 CD -3 CEILING DIFFUSER TITUS PAS -AA -3 PER PLANS 3 WAY T -BAR 2,33/4x 233/4 PER PLANS WHITE FRAME 3 CD--4 CEILING DIFFUSER TITUS PAS -AA -4 PER PLANS 4 WAY T -BAR 233/4x 233/4 PER PLANS WHITE FRAME 3 04-- CEILING DIFFUSER TITUS (D PER PLANS — 4�vi -- SURFACE NE3K SIZE + 5 /4_TOTAL PER PLANS WHITE @ FRAME 6 CDH- SDS SIDEWALL SUPPLY TITUS 30ORL _ PER PLANS DBL.DEFLECTION SURFACE NECK SIZE +1 TOTAL PER PLANS WHITE 2 3 RG DIFFUSER RETURN /RELIEF TITUS PAR -AA �� PER PLANS � �. - T -BAR NECK SIZE +1 "TOTAL PER PLANS WHITE BRANCH PIPE DOWN GRILLLE -- TEE & UP Q--- J --+- -� I STRAINER z 1T+ TEE ----I r PAR —AA PER PLANS _ SURFACE N K SIZE .�- 1�/4'TOTAL PER PLANS WHITE 2� RGH RETURN/ RELIEF RETURN RELIEF A GRILLE SIDEWALL RETURN/ TITUS 350 RL PER PLANS — SURFACE NECK SIZE +1 /4fi0TAL �- PER PLANS -- WHITE 2 3 RGS ELECTRICAL CONTRACTOR RELIEF GRILLE BF F BELOW FINISHED FLOOR GC GENERAL CONTRACTOR AFF ABOVE FINISHED FLOOR EG EXHAUST GRILLE TITUS 50E- -A PER PLANS — T —BAR NECK SIZE +1" TOTAL PER PLANS _ WHITE SIDEWALL RETURN TITUS 350 RL PER PLANS -- SURFACE +1 -Y4 "TOTAL PER PLANS WHITE 2 3 EGS EXHAUST GRILLE EXHAUST GRILLE TITUS 5OF —A PER PLANS — SURFACE + 13/4" SIZE TOTAL PER PLANS WHITE EGH TG TRANSFER GRILLE TITUS 50F —A PER PLANS — T— BAR +1 NEC,,,K SIZE TOTAL PER PLANS WHITE TGS SIDEWALL TRANSFER TITUS 350 RL PER PLANS — SURFACE NECK SIZE -�13i4'YOTAL PER DETAIL WHITE GRILLE TRANSFER GRILLE TITUS I__ So..- -A PER PLANS — SURFACE NECK SIZE + 13/ "TOTAL PER PLANS WHITE T�, NOTES FOR GRILLES REGISTERS DIFFUSERS SCHEDULE: MODEL No. & AIR PATTERN SHALL BE SAME AS CD--1 FOR MOUNTING INDICATED. 0 FURNISH WITH "OPPOSED BLADE DAMPER "(OBD). 0 FURNISH WITH HORIZONTAL FRONT BLADES. THRU CD -4, EXCEPT PROVIDE Validity of Permit. The issuance or granting of a permit or approval of pleas, specifications and computations shall not be construed to be a permit fear, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the local jurisdiction. Permits presuming to give authority to violate or cancel the provisions of such codes and ordinances stall not be valid. IRC R 105.x, [BC 105.4 MECHANICAL LEGEND SYMBOL DESCRIPTION SUPPLY DUCT UP SYMBOL DESCRIPTION III ! i l ll FLEXIBLE DUCT LN x SUPPLY DUCT DOWN RETURN, RELIEF, TRANSFER, OSA DUCT UP RELIEF, TRANSFER, OSA DUCT DOWN EXHAUST DUCT. UP `� 7�wRETURN, VOLUME DAMPER (VD) TURNING VANES (TV) MOTORIZED DAMPER THERMOSTAT (T'STAT) c EXHAUST DUCT DOWN RECTANGULAR DUCT SQUARE ELBOW UP RECTANGULAR DUCT, RADIUS ELBOW UP RECTANGULAR DUCT, SQUARE ELBOW DOWN RECTANGULAR DUCT, RADIUS ELBOW DOWN CEILING AIR TERMINAL - SQUARE CEILING AIR TERMINAL - ROUND 12 x 12 CD AIR TERMINAL SIZE, TYPE &CFM 3to cW— X/X SQUARE DUCT — �—" X0 ROUND DUCT — ROUND DUCT ELBOW UP X /XO OVAL DUCT ROUND DUCT ELBOW DOWN SYMBOL DESCRIPTION SYMBOL DESCRIPTION_ E EXISTING PIPING ---- DOMESTIC COLD WATER (CW) ---� BALL VALVE DOMESTIC HOT WATER (HW) — BALANCING COCK (BC) DOMESTIC HOT WATER CIRCULATING (HWC) PIPE DOWN SOIL, WASTE (S, W) C--F 04-- PIPE UP �- - - - VENT (V), OR HIDDEN BELOW WASTE — 4�vi -- BRANCH -TOP CONNECTION O WASTE OR VENT UP BRANCH - BOTTOM CONNECTION WALL CLEANOUT -- BRANCH -SIDE CONNECTION 0--- -- FLUSH CLEANOUT (FCO /SCO) --- •- --- FLOW DIRECTION II-� CLEAN OUT (CO) OR 11 ---- VALVE IN RISER / DROP PIPE ANCHOR --0- -- IN LINE WASTE CONNECTION P --TRAP PIPE GUIDE FLEXIBLE CONNECTION (PIPE) REDUCER '�- - -� BRANCH PIPE DOWN BRANCH PIPE UP -- TEE & UP Q--- J --+- -� I STRAINER z 1T+ TEE ----I UNION ELBOWS, 90° & 45° FLOOR DRAIN CAP FLOOR FUNNEL DRAIN A TRAP PRIMER WITH ACCESS PANEL -- ---- -i CROSSING LINES, NON CONNECTING PIPE CONTINUATION ® MC FLOOR SINK MECHANICAL CONTRACTOR POINT OF CONNECTION EC ELECTRICAL CONTRACTOR BF F BELOW FINISHED FLOOR GC GENERAL CONTRACTOR AFF ABOVE FINISHED FLOOR APPROVED By Michael J. Barth M, CA at 12 .'31 PM, Jun 27, 2014 Z ry w } O C� U 1!. ii 0 U 4 W W n z Z W 0 Li ._.ai <J Z r W R UF4 a Q C O E U w V) V) 10 Ili Q U 2 71 U Q 511114 Project: 201 4 -1 1 Drawn: JJR PERMIT 1 5/1 /2011 Sheet: t1 E 7 4 O Validity of Permit. The issuance or granting of a ;permit or ipproval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the local iurisdiction. Permits presuming to give authority to violate or cancel the provisions of such codes and ordinances shall not be valid. IRC R` 05 IBC 105A -1\ PLUMBING FIXTURE SCHEDULE UNIT FIXTURE MOUNTING MANUFACTURER AND MODEL NUMBERS W V HW CW REMARKS NO CONTROLLED BY OR INTERLOCKED WITH ELECTRICAL STARTER !~URN. BY DISCONNECT FURN. BY REMARKS CFM EX. S.P. Rpm VOLTS 0 1.6 GPF, MANUALLY OPERATED. PROVIDE WITH BOLT TOILET: KOHLER KINGSTON K-4325 SWITCH P-1 I WATER CLOSET WALL SEAT: CHURCH 9500CT 4 2 GREENHECK SP-A200 CAPS, BATH 316A 48 150 FLUSH VALVE: SLOAN ROYAL 111 831 YES YES WATER CLOSET TOILET: KOHLER KINGSTON K-4325 4" 2 " y V ADA COMPLIANT, SEAT MUST BE 18" AFF. 1.6 GPF, P-1A ADA WALL SEAT: CHURCH 950OCT MANUALLY OPERATED. PROVIDE WITH BOLT CAPS. FLUSH VALVE: SLOAN ROYAL 111 P-2 URINAL WALL FIXTURE: KOHLER BARDON K-4904-ET 211 1Y2)$ Y4 0.125 GPF, MANUALLY OPERATED. I FLUSH VALVE: SLOAN ROYAL 186-0.125 URINAL WALL FIXTURE: KOHLER BARDON K-4904-ET 2" 1 Y2' ADA COMPLIANT. RIM MUST BE 16" AFF. 0.125 GPF, P-2A ADA FLUSH VALVE: SLOAN ROYAL 186-0.125 4 MANUALLY OPERATED. SINK: KOHLER KINGSTON K-2005 FITTINGS: CHICAGO FAUCETS 3300-ABCP 0.5 GPM METERING MIXING FAUCET. SET MAXIMUM HOT P-3 LAVATORY WALL SUPPLIES: EBC LAH16-KC 2 'Y2 2 2 WATER DELIVERY TEMPERATURE AT 1057, TRAP: EBC TS1 40 MIXING VALVE: BRADLEY S59-4004 - SINK: KOHLER KINGSTON K-2005 FITTINGS: CHICAGO FAUCETS 3300-ABCP ADA COMPLIANT, PROVIDE WITH EBC INSTITUTIONAL ADA P-3A LAVA TORY WALL SUPPLIES: EBC LAH16-KC 2" 1)/2" Y2 Y2 INSULATOR KIT. 0.5 GPM METERING MIXING FAUCET. SET ADA TRAP- EBC TS140 MAXIMUM HOT WATER DELIVERY TEMPERATURE AT 105 °F. MIXING VALVE: BRADLEY S59-4004 WALL FITTINGS: SYMMONS 96-1-150-L-x 2" 1y2" Y2 " PROVIDE WITH HEAVY DUTY SHOWER CURTAIN ROD WITH P-4 SHOWER WASTE: ZURN Z415B-CPR 2 VINYL CURTAIN AND HOODS. ADA COMPLIANT, PROVIDE WITH HORIZONTAL L-SHAPED SHOWER WALL FITTINGS: SYMMONS 96-500-B30-L-V-X 2" 'Y2 Y2 " GRAB BAR, L SHAPED FOLD UP CUSHIONED SEAT AND P-4A ADA WASTE: ZURN Z415B-lr-'P 2 HEAVY DUTY SHOWER CURTAIN ROD WITH VINYL CURTAIN AND HOODS. SINK: EXIST-ING FITTINGS: EXISTING 2" 'Y2 Y2 CONNECT ADJACENT DISHWASHER TO SINK PER THE P-5 SINGLE BOWL SINK COUNTER SUPPLIES: EBC LAH16-KC 2 MANUFACTURER'S RECOMMENDATIONS, WASTE: EXISTING TRAP: EBC TS150 ADA COMPLIANT, BARRIER FREE, DUAL HEIGHT WITH WATER COOLER FIXTURE: OASIS P8SBFSL 2" 1/1/2 Y,, BOTTLE FILLER. PROVIDE WITH TRAPS, SERVICE SUPPLY P-6 ADA WALL 2 STOPS AND SUPPORT SYSTEM. ELECTRICAL REQUIREMENTS: 115V, 1PH, 500W. P-7 ICE MAKER WALL FIXTURE: GUY GRAY AB9700HA -- - )/2 PROVIDE WITH WATER HAMMER ARRESTER. OUTLET BOX Y 2 PROVIDE WITH FULL GRATE WITH 3-3/4" CENTER P-8 FLOOR SINK FLOOR FIXTURE: ZURN 21926 OPENING. EXHAUST FAN SCHEDULE UNIT NO MFR. MODEL CONFIGURATION AREA SERVED WATTS PERFORMANCE MOTORIZED DAMPER SPEED CONTROL CONTROLLED BY OR INTERLOCKED WITH ELECTRICAL STARTER !~URN. BY DISCONNECT FURN. BY REMARKS CFM EX. S.P. Rpm VOLTS 0 SWITCH 120 1 EF- 1 GREENHECK SP-A200 CEILING BATH 316A 48 150 0.35 831 YES YES NOTES FOR EXHAUST FAN SCHEDULE: ALL EXHAUST FANS TO BE WIRED FAN ENCLOSURE. FROM MOTOR TO BOX ON EXTERIOR OF OZ PROVIDE MOTOR MOUNTED POTENTIOMETER DIAL FOR SPEED CONTROL. U3 U3 EC TO PROVIDE A MANUAL STARTER (INCLUDING DISCONNECT) AND MOTOR RATED RELAY FOR MOTORIZED DAMPER INTERLOCK. - APPROVED ,By Michael J. Barth, KCA of 12.3f pffl, Jon 27,2014 Z Cz/ LLJ 0 0 0 01 0 z 0 V) UJ V) U-11 Q LU I: U V) U z U LLJ Pill CJ 00 < 0oE 0 a0 -5 V) 7- 0 0 z W W 0 0 M U V) =D V) �c -0 Uj 2 CN 7 1-- 0 V) n I 0 0 3: U V) U 0 5/1/14 Project: 2014-11 Drawn: JJR Sheet: M1010 4 GENERAL NOTES 1. LOCATIONS AND SIZES OF EXISTING ITEMS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY. 2. HATCHING INDICATES APPROXIMATE AREA FOR SLAB CUTTING AND REMOVAL FOR DEMO AND NEW WORK. SEE ARCHITECTURAL DRAWINGS FOR REPLACEMENT SLAB REQUIREMENTS. CONSTRUCTION NOTES 0 TIE 2" VENT INTO EXISTING LINE. 2Q DEMO EXISTING STEM WALL AND FOOTING AS NECESSARY TO FACILITATE INSTALLATION. Validity of Permit. The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a'permit fear, or an approval ref, any violation of tiny of the provisions of the Cedes as adopted by the State of Washington and the local urisdi ction . Permits presurning to give authority to violate or cancel the provisions of such 'codes and ordinances shall not he valid. IRC R105A, 113 105A i i i i t8 18 i I 17 WI Michael Barth, M.C.P. APPROVED By Michael J. Barth, iii.CA at 92:39 ,pm, Jun 27, 2014 FOUNDATION PLUMBING PLAN SCALE. 1/8" u V-0" z W O CD U z O U w z- it. (D z m n z 0 I--� n z 0 H (i F4 J 00 J � 0 0 F-- 0 0 -�2° ca LIJ5 V) 2 5/1/14 Project: 2014-11 Drawn: J,R PERMIT { 5/1/2014 Sheet: L(`\�,_ M2,000 NOITH GENERAL. NOTES 1. LOCATIONS AND SIZES OF EXISTING ITEMS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY. 2. PIPE AND FITTINGS ARE SHOWN OFFSET FOR CLARITY. ROUTE PIPING AS CLOSE TO THE PLANS AS THE BUILDING CONDITIONS PERMIT. THE PIPE ROUTING MAY REQUIRE ADDITIONAL OFFSETS TO FACILITATE INSTALLATION. FULL COORDINATION WITH ALL TRADES IS EXPECTED PRIOR TO INSTALLATION. CONSTRUCTION NOTES (DEXTEND SPRINKLER PIPING TO THIS SPACE AND PROVIDE NEW HEAD PER NPFA 13 REQUIREMENTS. Q PIPE 2" WASTE IN WALL TO TIE INTO ADJACENT SINK. Q TIE VENT INTO EXISTING LINES IN PLUMBING CHASE. REROUTE NEW 2" WATER LINE TO PLUMBING CHASE. RECONNECT THE EXISTING PLUMBING FIXTURES AS THEY WERE PREVIOUSLY INSTALLED AND PROVIDE NEW 1 "CW CONNECTIONS FOR EACH OF THE ADDED WATER CLOSETS. 3 "W FOR WHIRLPOOL DRAIN. INDIRECTLY CONNECT TUB AS IT WAS PREVIOUSLY INSTALLED. O6 PROVIDE TRAP PRIMER WITH ACCESS PANEL. TRAP PRIMER SHALL SERVE THE NEW SHOWERS AND AREA DRAIN. PROVIDE Y2 "HW AND CW. ROUTE PIPING EXPOSED DOWN WALL. MOUNTED ON UNISTRUT AND SECURED WITH MASONRY ANCHORS. PROVIDE CHICAGO FAUCETS MODEL 998- -12RCF OR APPROVED EQUAL. ROUTE 2" VENT PIPING EXPOSED TIGHT TO WALL. MOUNT ON UNITSTRUT AND SECURE WITH MASONRY ANCHORS. TIE INTO EXISTING 2" SHOWER VENT LINE. 1 D REROUTE NEW 2" WATER LINE TO PLUMBING CHASE. RECONNECT THE EXISTING PLUMBING FIXTURES AS THEY WERE PREVIOUSLY INSTALLED AND PROVIDE NEW 1 "CW FOR THE ADDED WATER CLOSET AND A NEW 4" CW FOR THE ADDED URINAL. 11 CONNECT NEW FIXTURE TO THAT SERVED THE EXISTING THIS AREA. THE CW AND WASTE PIPING DRINKING FOUNTAIN IN 1U2 RELOCATE EXISTING KITCHEN SINK AND FITTINGS TO THIS LOCATION. 13 PROVIDE TRAP PRIMER WITH ACCESS PANEL TROP PRIMER SHALL SERVE THE NEW SHOWER IN THIS ROOM. 14 TIE WASTE AND VENT PIPING INTO EXISTING LINES IN PLUMBING CHASE. Validity of Permit. The issuance or granting of a permit or approval of plans,_spec4ications and computations shall not be construed to be a permit for, or an approval of, any violation of` any of the provisions of the Codes as adopted by the State of Washington and the local jurisdiction. Permits presuming to give authority to violate or cancel the provisions of such cedes' and ordinances shall not be valid. IRC R105.4, IBC 105.E i i i 1s I I �J t$ n EM4 i Michael B r APPROVED By Michael J. Barth, M.C.P. of 12131 pm, Jun 27, 2014, PLUMBING PLAN SCALE: 1/8" = V-0" z w O C� U • Z O U w Z Z m J r) co °- d QE 00 oa x cY? uj .5 v V) Uj M 5/1/14 Project: 201 4--11 Drawn: JJR PERMIT 1 5/1/2014 Sheet: M3,000 NORTH GENERAL NOTES 1. LOCATIONS AND SIZES OF EXISTING ITEMS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY. CONTRACTOR SHALL ALSO FIELD MEASURE ALL GRILLES AND DIFFUSERS PRIOR TO ORDERING. 2. BALANCE SYSTEMS TO AIRFLOWS AS LISTED ON PLANS. THE TOTAL SYSTEM AIRFLOW IS TO REMAIN UNCHANGED. 3. NEW DUCTWORK INDICATED ON PLAN IS LOW -- PRESSURE CLASS DUCT. CONSTRUCTION NOTES �1 RELOCATE EXISTING GRILLE TO THIS LOCATION. RECONNECT AND BALANCE AS IT WAS PREVIOUSLY INSTALLED. 2 PROVIDE NEW DUCT IN SAME DIMENSIONS AS THAT PREVIOUSLY SERVING EXISTING GRILLE. FOR BIDDING PURPOSES ASSUME 12"0 ROUND DUCT. �3 8/8 EXHAUST DUCT UP TO ROOF. TERMINATE WITH MOTORIZED DAMPER AND ROOFCAP. PROVIDE WITH BELIMO 120V ACTUATOR RATED FOR THE DAMPER PROVIDED, DAMPER TO BE NORMALLY CLOSED. ® 4" DRYER VENT UP TO ROOF. TERMINATE WITH ROOF CAP. Validity of Permit. The issuance or granting of a perm t or approval of plans, specifications and computations shall not be construed to be a permit for. or an approval of, any violation of any of the provisions of t o Codes as adopted by the State of Wa hin ton acrd the local jurisdiction, Permits presuming to give authority to violate or cancel the provisions of such codes and ordinances shall not be valid. IRC R105.4, IBC 105A I 24x24 CDH -4 190 CFM 17 i i i T ------------- HVAC PLAN JLHLC. 110 1 -U z w O U 0 O U w z V U 01 c� < E U tUJ a� L 2 5/1/14 Project: 2014-11 Drawn: JJR PERMIT I 5/1/2014 Sheet: t• GENERAL NOTES 1. ITEMS DRAWN EIGHT REPRESENT EXISTING EQUIPMENT TO REMAIN. 2. ITEMS DRAWN DASHED REPRESENT EXISTING EQUIPMENT TO BE DEMOLISHED. 3. LOCATIONS AND SIZES OF EXISTING ITEMS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY. 4. HATCHING INDICATES APPROXIMATE AREA FOR SLAB CUTTING AND REMOVAL FOR DEMO AND NEW WORK. SEE ARCHITECTURAL DRAWINGS FOR REPLACEMENT SLAB REQUIREMENTS. DEMOLITION NOTES OSEAL TOP OF EXISTING STAND PIPE WITH RUBBER PLUG. O2 DEMO SHOWER DRAIN PIPING BACK TO MAIN. PROVIDE NEW PIPING AT WASTE MAIN AS NECESSARY TO COMPLETE REMOVAL. (�)DEMO SHOWER DRAIN AND CAP BELOW GRADE. (DDEMO FLOOR DRAIN, WASTE AND VENT PIPING AS INDICATED. DEMO THE STEM WALL BELOW THE EXISTING CMU AS NECESSARY FOR REMOVAL AND NEW WORK. CAP PIPING BELOW GRADE, (�)DEMO WHIRLPOOL TUB DRAIN PIPING BACK TO MAIN. PROVIDE NEW PIPING AT MAIN AS NECESSARY. DEMO VENT PIPING AS INDICATED TO ALLOW NEW WORK TO BE TIED IN. SEE SHEET M2.00 FOR NEW WORK. ODEMO FLOOR DRAIN, WASTE AND VENT PIPING AS INDICATED. NEW WORK TO TIE INTO EXISTING WASTE LINE. SEE SHEET M2.00 FOR NEW WORK. ODEMO KITCHEN SINK WASTE PIPING AND CAP BELOW SLAB. (DCAP WATER CLOSET WASTE CONNECTION BELOW SLAB. Validity of Permit. The is w parrs= s ecii:ic tions and corn %r, or an approval of, any v o adapted by the State of Wa li presuming to give authority to and ordinances shall not be ice or granting of a permit or`approval of rutations stall not be construed to be a permit rtion of any of the provisions of the Cotes as ngt n and the local jurisdiction. Permits violate or cancel the provisions of such codes lid. IRC R105,4, 105 C"q 18 APPROVED BY Michael J, Barth, MCA at 22:31 pm, Jury 27,' 2014 �0UNDAYJ N PLUMBING DEMOLITION PLAN SCALE. 1/8" = V-0" Z w O U R 0 O U w z Q OL z Q 0 -E w Q Z 0 <C z 0 H UF4 00 a- Q 0 0 U C 0 UJ 10 CN J 9 z 0 Q Q z W 2 om !n0-1 p 0 � U V Q (DO S V) U U U 5/1/14 Project: 2014-11 Drawn: JJR PERMIT ! 5/1/2014 Sheet: t It GENERAL. NOTES 1. ITEMS DRAWN LIGHT REPRESENT EXISTING EQUIPMENT TO REMAIN. 2. ITEMS DRAWN DASHED REPRESENT EXISTING EQUIPMENT TO BE DEMOLISHED. 3. LOCATIONS AND SIZES OF EXISTING ITEMS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY. DEMOLITION NOTES C)DEMO FLOOR DRAIN. QDEMO SHOWER UNIT AND PIPING AS INDICATED. CAP HW AND CW PIPING AT MAIN. NEW WORK TO TIE INTO EXISTING 2" VENT. SEE SHEET M3.00 FOR NEW WORK. Q DEMO 1y2 "CW LINE BACK TO MAIN. DEMO 2" VENT PIPE BACK TO MAIN AND CAP ABOVE CEILING. O5 DEMO HW AND CW PIPING EXPOSED ON WALL, CAP HW PIPE ABOVE CEILING. PRESERVE CW STUB TO SERVE NEW WORK IN THIS AREA. SEE SHEET M3.00 FOR NEW WORK. (DDEMO DRINKING FOUNTAIN. PRESERVE CW AND WASTE PIPING TO SERVE NEW DRINKING FOUNTAIN TO BE INSTALLED IN THIS AREA. SEE SHEET M3.00 FOR NEW WORK. OCAP THE WASTE AND VENT PIPING THAT SERVED A PREVIOUSLY REMOVED DRINKING FOUNTAIN BEHIND WALL. (�)DEMO DRINKING FOUNTAIN. CAP CW BEHIND WALL. TIE WASTE AND VENT PIPING TOGETHER BEHIND WALL. ®DEMO EXISTING PLUMBING FIXTURE, CARRIER, AND ALL APPURTENANCES. PRESERVE PIPING CONNECTIONS TO RECONNECT TO NEW WORK. SEE SHEET M3.00 FOR NEW WORK. 10 DEMO KITCHEN SINK AND FITTINGS. RETAIN FOR REINSTALLATION. DEMO AND CAP VENT PIPING ABOVE CEILING AS REQUIRED TO PREVENT THE COLLECTION Of RAIN WATER. DEMO HW AND CW PIPING BACK TO MAIN AND CAP. Validity of Permit. The issuance or granting of a permit or' approval of plans, specifications and computations shall not be constried to be a permit for, or an approval cat, any violation of any of the provisions of the Codes as adopted by the Stake of Washington rid the local Jurisdiction, Permits presuming to dive authority to violate or cancel the provisions of such code and ordinances shall not be valid. IRC R105.4, IBC 105.4 1 I Michael J. Barth, M.C.P. mbarth code oswa.com i APPROVE By glchaolJ. Barth, M.C.P. at 17 :31 pm, Just 77, 7414 rv� PLUMBING DEMOLITION PLAN SCALE: 1/8" = 1,_0" z W 0 U 6 0 U w Z 0- z 0 0 W Q _z C0 2 C3 J 00 CL . `' 00 C �; U � N 0 0 NO M z a Q 0 a L -I IV Q Q M U V) U Q z U 5/I/14 Project: 2014 -11 Drawn: J,R PERMIT 1 5/1/2014 Sheet: a; v MD3*00 GENERAL NOTES 1. ITEMS DRAWN LIGHT REPRESENT EXISTING EQUIPMENT TO REMAIN. 2. ITEMS DRAWN DASHED REPRESENT EXISTING EQUIPMENT TO BE DEMOLISHED. 3. LOCATIONS AND SIZES OF EXISTING ITEMS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY. DEMOLITION NOTES 10DEMO AND RETAIN EXISTING GRILLE FOR RELOCATION AS INDICATED ON SHEET M4.00. Q2 DEMO DUCTWORK BACK TO SUPPLY TRUNK. Q 3)DEMO GRILLE AND REPLACE WITH NEW AS INDICATED ON SHEET M4.00. 40 DEMO ROOFTOP EXHAUST FAN, FIRE DAMPER AND ALL APPURTENANCES. CAP AND SEAL ROOF PENETRATION. Validity of Permit. The issuance of granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the local �Lffif'sdicfion. Permits presuming to give authority to violate or cancel the provisions of such codes and ordinances shall not be valid. IRC 1 105.4., IBC '105.4 MEN'S TOILET STAGE 161, 24/12 AUDITORIUM 16/ i �'aJ 17 TRAINING TOILET 301 :3o9 h 8x16 CDH-4 12x8 RGH --M.90 CFM-- 180 180 CFM- 12x8 RGH 3 14x 10 LR-� MEN'S %ILET 165 CFM---1- j '[330 CFM 8x12 RGH II U H 2/6 -4 A, FOYER 530 CFM--,�1 14 0 RG k &rv--o 31 7 2 49 10 z 290 CFM H4/12 T . ...... I T IT TOILET 314 ------- ---- 1112x24 CDH-4 3% 't 3 L 18x12 RGIJ, g 1565 CFM 530 CFM ---� I(TYP. OF 14/10 TT__ 7-- N - -1 11 x LP-1 /"�\ ! STORAGE 4-31-8-1 I 12/8 GIRL'S 12/8 r --' �-� I -- � = 76a 30/12 -U3 L6 rx! I--.* LOCKERS \-22/12 CKERS -, 24x24 RG 31 � 1- -12/9 4-- X I- 22/14 1? HP 12/8 -: L-T 12/9 Fm 12 /8 ITT' DRYING ROOM I UH [�-24/24 7 r I 1r1x1j -);UL f 2 0 20/12 31 TEAM 4 12 L CKE 8j r -6x-1 CD I [ 317 O�f ICE 'I UU CFM 12/9. X1 12/3 W 6/5 10 741 HkV 10 10/,/ 3- EA 1 r-IOU 8 RGH T T LOCK 7 IR-0 CF 3 6x12 1 -4 :;us - 60 C F =5/6 3 r-r-r-r-i -T--T ---i I I I ATHLETIC - ST R E TOILET 72x 72x24 8x6 RGH 6x12 CDH-3 8x6 RGH Z, RELIEF 120 CFM 50 CFM 120 CFM 30' 12x12 EGH, 360 CFM DC WITH 8x9 DUCT UP LOUVER 4 LOUVER 12x24 CDH-4 TO EF-2 WITH F.D. 525 CFM IN RISER 6x6 RGH /- 600 CFM 16X10 RGS OF 4) (TYP. OF 2' —16/10 16"0 f 20"0- —M0 7 GYMNASIUM � ��, i 166 (S) CFM (TYP, OF 4) 24"0 —12/6 16'V NECK 32" FACE 16"0 NECK 800, CFM EA. 1 32"0 FACE (TY9, OF 5)— 800 CFM EA. (TYP. OF 5)---' C10 26" IV$= 10/4- \1'8x 18 EGH, 300 CFN WITH 14x14 DUCT UP TO EF-1 WITH F.D. IN RISER- I 01 20"0 w 26"0 I 16/10 STAFF 12/8 LOUNGE r= EJJT�-- Ln Qj MEN I 159A 10 641 j 1 51 1-T STOR 4 0_ 6/4 f76�JGS FM —J 6x12 6/44 6/1-/ J I �-.,txvj 6x T -4 STORIAE m 6xll81 -3 50 CFM fl WEIGHT ROOM I� 161 Ii i �' li it Ij_U (0) (1e) II 28 0 C� J1, i 28 0 DC ;I� i 3 ! � 2 �1 36x36 RG H&V 4000 CFM H&V 36x36 RG 6 #--28/24 28/24--- 5 4000 CFM V.I! 17 72x24 72x24--,,/ 1 yUVER LOUVER COUNSELIING CAREERS OFFICE WORKROOM STORAGE OFFICE 1=5 � HEALTH 16 OFFICE HVAC DEMOLITION PLAN SCALE: 1/8" = V-0" z CU 00 LLJ < � ci 0 E 0 0 U 0 00 '5 C\l 0 V) UJI z n z 0 A 0 :2 LIJ r) U Sheet: rr--\ MD4.00 NORTH GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO. COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI /ASCE STANDARD NO. 37 -02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED SUCH AS, WALL CONFIGURATIONS. INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. DESIGN CRITERIA VERTICAL LOADS AREA DESIGN DEAD ��y� GOAD PARTITION CONCENTRATED ( e) LOAD DESIGN f c (PSI) LOAD LOADS ROOF ACTUAL 25 PSF (1) (AT 28 DAYS U.N.O.) 300# (1) SNOW DRIFT AND UNBALANCED SNOW LOAD PER ASCE 7 -10, CHAPTER 7. LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO BRACED FRAME /SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY BRACED FRAME /SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND /OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. WIND: THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 2 - SIMPLIFIED ENVELOPE PROCEDURE" PER ASCE 7 -10. - EXPOSURE CATEGORY = B - BASIC WIND SPEED (3 SEC. GUST), VULT = 115 MPH -- RISK CATAGORY PER TABLE 1.5 -1 = 111 - TOPOGRAPHIC FACTOR Kzt = 1.0 -- INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = 0.18 SEISMIC: (ASCE 7 -10) Fp = .40 RSDSWp (1 +2 ) _P IP WHERE CS - SDS WITH MIN- AGGREGATE ( e) ITEM DESIGN f c (PSI) Cs MINIMUM = 0.044 SDSIe > 0.01 OR (AT 28 DAYS U.N.O.) 1' -6" ��pCY)G Cs MINIMUM = 0.5S� FOR Si > 0.6g Rp¶p 2' -0" R 0' -9" FOUNDATIONS - UNO 3000 Ie -- 57 OR 67 SDI 4000 Cs MAXIMUM = T( e) FOR T S TL OR 5, -10,► SDiTL 4' -6" Cs MAXIMUM = T2( } FOR T > TL !NI Rp = 2.5 1.0 SEISMIC SEISMIC IMPORTANCE FACTOR, Ie = 1.25 RISK CATEGORY OF BUILDING PER TABLE 1.5 -1 = III SPECTRAL RESPONSE ACCELERATIONS Ss = 1.275 & S1 _ .516 SITE CLASS PER TABLE 20.3 -1 = D DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS = .850 & SD1 _ .516 SEISMIC DESIGN CATEGORY = D W = EFFECTIVE SEISMIC WEIGHT OF BUILDING = 5.8k ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE DESIGN BASE SHEAR V = 3.9k FOUNDATION DESIGN CRITERIA SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)* PASSIVE RESISTANCE: 200 PCF (INCLUDES F.O.S. ? 1.5) (ASSUMED) COEFFICIENT OF FRICTION: .35 (INCLUDES F.O.S. > 1.5) (ASSUMED) *1/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACKFILL ". NATIVE EARTH BEARING SHALL BE SURFACE COMPACTED. AREAS OVER- EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F'c =2000 PSI) OR "STRUCTURAL BACKFILL ". AREAS DESIGNATED "STRUCTURAL BACKFILL" SHALL BE FILLED WITH APPROVED WELL- GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 4 ". FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER - SOFTENED FOOTINGS. CONCRETE CAST -IN -PLACE CONCRETE MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE f 1--1/2 INCHES. AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT, UNLESS NOTED OTHERWISE. FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.0 %. SLAG: GROUND GRANULATED BLAST - FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 5. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE - APPROVED EQUAL. ALL MANUFACTURERS RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND --1.5% WITH THE AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMEN11TIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. Validity of Permit. The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the local jurisdiction. Permits presuming to give authority to violate or cancel the provisions of such codes and ordinances shall not be valid. IRC l t 5. , 18C 105.4 CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER - VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. GROUT NON- SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 555" OR PRE - APPROVED EQUAL. GROUT SHALL CONFORM TO CRD -C621 AND ASTM C1107 WHEN TESTED AT A FLUID CONSISTENCY PER CRD- C611-85 FOR 30 MINUTES. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO: ASTM A615, GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE F =60 KSI UNLESS NOTED OTHERWISE 1 MAX. MIN- AGGREGATE MINIMUM EMBEDMENT LENGTH FOR ITEM DESIGN f c (PSI) OTHER BARS FLYASH GRADING NOTES #3 (AT 28 DAYS U.N.O.) 1' -6" ��pCY)G 1' -3" 0' -7" #4 2' -8" Rp¶p 2' -0" AASHTO 0' -9" FOUNDATIONS - UNO 3000 0.50 -- 57 OR 67 PRECAST 4000 0.50 -- 57 OR 67 Validity of Permit. The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the local jurisdiction. Permits presuming to give authority to violate or cancel the provisions of such codes and ordinances shall not be valid. IRC l t 5. , 18C 105.4 CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER - VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. GROUT NON- SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 555" OR PRE - APPROVED EQUAL. GROUT SHALL CONFORM TO CRD -C621 AND ASTM C1107 WHEN TESTED AT A FLUID CONSISTENCY PER CRD- C611-85 FOR 30 MINUTES. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO: ASTM A615, GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE F =60 KSI UNLESS NOTED OTHERWISE 1 BAR MINIMUM LAP SPLICE LENGTHS ( "Ls ") MINIMUM DEVELOPMENT LENGTHS ( "Ld ") MINIMUM EMBEDMENT LENGTH FOR SIZE TOP BARS (1) OTHER BARS TOP BARS (1) OTHER BARS STANDARD END HOOKS ( "Ldh ") #3 2' -0" 1' -6" 1' -6" 1' -3" 0' -7" #4 2' -8" 2' ---0" 2' -0" 1 ` -7 ►' 0' -9" #5 3 ►_41► 2' -711 2> -7" 2, -0" #6 4' -0" 3' -1" 3,_1" 2' -4" #7 5, -10,► 40-6" 4' -6" 3> -6" 1, -5$0 #8 6' -8" 5,_2" 5' -2" 3' -11" 1' -7" SPLICE TABLE NOTE: 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. MASONRY HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90. MINIMUM FACE SHELL THICKNESS AS DEFINED BY ASTM C90, SECTION 5.3.1. PROVIDE GRADE N, MEDIUM WEIGHT BLOCK WITH MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS NOTED ABOVE. CMU CONSTRUCTION SHALL BE SOLID GROUTED UNLESS NOTED OTHERWISE. MORTAR: SHALL BE TYPE S PER IBC. CONFORM TO ASTM C270. MINIMUM COMPRESSIVE STRENGTH = 1800 PSI. GROUT: GROUT FOR POURING SHALL BE A FLUID CONSISTENCY. CONFORM TO ASTM C476 AND ACI 530. f'9=2000 PSI MINIMUM AT 28 DAYS. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT AND BEFORE LOSS OF PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. GROUT POURS GREATER THAN 12 INCHES SHALL BE RECONSOLIDATED BY MECHANICAL VIBRATION 15 TO 20 MINUTES AFTER PLACEMENT TO MINIMIZE VOIDS DUE TO WATER LOSS. GROUT POURS 12 INCHES OR LESS IN HEIGHT SHALL BE MECHANICALLY VIBRATED, OR PUDDLED. COVER AND KEEP DRY ALL MASONRY WORK DURING CONSTRUCTION AND PREVENT MOISTURE ABSORPTION INTO MASONRY UNTIL THE ROOFING IS COMPLETE. EPDXY GROUT IN MASONRY: 1. SOLID GROUTED CMU OR BRICK: HILTI HIT HY 150 MAX, SIMPSON SET OR PRE - APPROVED EQUAL. 2. UNGROUTED CMU OR BRICK, BRICK CAVITY WALL AND MULTI -WYTHE UNREINFORCED MASONRY (URM): HILTI HY 20 OR SIMPSON SET WITH SCREEN TUBES. GROUT MAY CONTAIN QUARTZ SAND AGGREGATE AS PROPORTIONED BY THE MANUFACTURER. USE EQUIPMENT WHICH WILL ACCURATELY MIX AND DISPENSE THE COMPONENTS, HOLE SHALL BE DRY AND CLEANED WITH WIRE BRUSH AND PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR OR ROD SHALL BE ROTATED AS IT IS BEING PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. REINFORCING STEEL (MASONRY); REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60 (GRADE A706 FOR WELDED BARS UNLESS OTHERWISE NOTED). DETAIL, FABRICATE AND PLACE PER ACI 315 AND ACI 318. SPLICES SHALL BE AS NOTED BELOW. DRAWING INDEX 1 S1.00 GENERAL NOTES 2 51.01 GENERAL NOTES 3 S1.02 GENERAL NOTES 4 S2.00 FOUNDATION AND CANOPY FRAMING PLANS 5 S3.00 MASONRY DETAILS 6 53.01 MASONRY DETAILS 7 S3.02 PRECAST CONCRETE DETAILS Continued can Next Page APPROVED By Michael J. Barth M.C.P. of 12.31 pm furs 27, 2014 0FL5u Structural Solutions au FustAvenue, Suite 620 Seattle; Washington 98104 tel: 206292 -SM 1250 Paci&Avanue, Suite 7M i�svms, Washingtoa 98492 tat: 253.383.27'97' Z w O 0 0 U cn U i W 0 Z J Cz LIJ o CO L ^3 0 E 00 o ::F� 0� o� U 0 U� as co 0 0 l-_ Q a Z W - o 0z U i- t/) � _ __J C� O _ O U n C) Z U U Project: 2014 -11 Drawn: MCS BID 05/22/14 0 1 06/24/14 Sheet: MINIMUM LAP SPLICE LENGTHS Id " FOR TYPICAL CONDITIONS (1) BAR SIZE CORNER BARS FOUNDATION DOWELS (3) VERTICAL WALL REINFORCING HORIZONTAL WALL REINFORCING LONG. LINTEL REINFORCING #3 16" 16" 16" 16" 16P► #4 22" 22" 22" 22" 22" #5 32" 32" 32" 32" 32" #6 40l1 40" 60" 40" 60" #7 46" 46" -(2) 46" --(2) (1) FOR SPECIAL SPLICE CONDITIONS, REFER TO STRUCTURAL DRAWINGS FOR LAP LENGTH REQUIREMENTS. (2) MECHANICAL COUPLERS ARE REQUIRED. (3) FOR LAP SPLICES OF FOUNDATION DOWELS IN CANTILEVERED WALLS, USE LAP SPLICE LENGTHS FOR VERTICAL WALL REINFORCING, ANCHORED VENEER (MASONRY AND STONE UNITS): ALL VENEER ANCHORAGE ATTACHMENTS SHALL CONFORM TO IBC SECTION 1405.6 AND ACI 530 SECTIONS 6.1 AND 6.2 FOR SEISMIC DESIGN CATEGORY D. ANCHOR TIES AND JOINT REINFORCEMENT SHALL BE HOT- DIPPED GALVANIZED PER ASTM A153, CLASS B -2 AND SHALL BE MANUFACTURED BY WIRE -BOND OR LOCK RITE OR PRE -- APPROVED EQUAL. ANCHOR TIES SHALL BE SPACED 16 "O.C. EACH WAY MAXIMUM, AND SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE OF NO. 9 GAUGE OR EQUIVALENT. THE JOINT REINFORCEMENT SHALL BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED. ANCHORAGE OF VENEER TO BACKING SHALL BE AS FOLLOWS: BACKING VENEER TIE ATTACHMENT TO BACKING EXISTING MASONRY WIRE --BOND RJ -721 OR LOCK RITE SPC PINTEL TIE & TRICLIP 1/4 "0 HILTI KWIK- CONII+ SCREW WITH 1Y4"0 EMBEDMENT STRUCTURAL STEEL DETAILING FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, JUNE 22, 2010, THE AISC CODE OF STANDARD PRACTICE, APRIL 14, 2010 AND THE RISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS JUNE 22, 2010, STEEL MEMBERS ARE EQUALLY SPACED BETWEEN COLUMNS AND /OR DIMENSION POINTS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS. WELD EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. MATERIAL PROPERTIES SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED HOLLOW STRUCTURAL SECTIONS: RECTANGULAR & SQUARE - ASTM A500 GRADE B (Fy = 46 KSI) ROUND - ASTM A500 GRADE B (Fy = 42 KSI) STRUCTURAL STEEL PIPES: ASTM A53, GRADE B, TYPE E OR S (Fy = 35 KSI) MACHINE BOLTS (M.B.): ASTM A307, HIGH - STRENGTH BOLTS: A325 -ASTM F1852, A490 -ASTM F2280 ANCHOR BOLTS (A.B.): ASTM F1554, GRADE 55, UNLESS NOTED OTHERWISE, ASTM F1554, GRADE 105 WHERE INDICATED. WELDING STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO /AWS CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. WELD TABS (ALSO KNOWN AS WELD "EXTENSION" TABS OR "RUN OFF" TABS) SHALL BE USED. AFTER THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND TO A SMOOTH CONTOUR. WELD "DAMS" OR "END DAMS" SHALL NOT BE USED. THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS, ROOT PASS AND SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE. ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH CHARPY V -NOTCH RATINGS AS FOLLOWS: GRAVITY FRAME WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V -NOTCH (CVN) RATING FILLET 70 KSI - - - -- PARTIAL PENETRATION 70 KSI COMPLETE PENETRATION 70 KSI 20 FT -LBS @ -20 DEG F WELDED CONNECTIONS INSPECTION: 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS D1.1. ALL WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS ORIGINALLY USED, AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR. GENERAL REQUIREMENTS EPDXY GROUTED ANCHORS: "ALL -- THREAD" - ASTM A36 (FY = 36 KSI) UNLESS NOTED OTHERWISE. FINISH: STRUCTURAL STEEL SHALL BE PRIMER PAINTED, UNLESS NOTED OTHERWISE, AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC -SP1. WHERE STRUCTURAL STEEL IS NOTED TO BE PAINTED. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT --DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384, AND A385. ALL SURFACES WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. FIELD TOUCH -UP OF PRIMED, PAINTED, AND GALVANIZED SURFACES SHALL BE PERFORMED TO REPAIR COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. MISCELLANEOUS: PRE -- APPROVED SUBSTITUTIONS SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. SHOP DRAWINGS SUBMITTALS THE FOLLOWING SHOP DRAWINGS /SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. 1. CONCRETE MIX DESIGNS 2. REINFORCING STEEL SHOP DRAWINGS 3. VENEER ANCHORAGE SYSTEMS 4. STRUCTURAL STEEL STRUCTURAL ENGR. BLDG. DEPT. X X X X X X X SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE /SPECIAL INSPECTION SECTION: Validity of Permit. The issuance or granting of a permit or approval of plans, specifications and computations small not be construed to be a permit for. or an approval cif, any violation of any of the provisions of the Codes as adopted by the Mate of Washington and the local jurisdiction, Permits presurning to give authority 'icy violate or cancel the provisions of such cedes' and ordinances shall not be valid, I'RC R 115. , 1B C' 1054 STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTION. SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND AS NOTED HEREIN. Structural Solutions 8U FuatAvenue, Mte 620 Seattle, Washington 98104 W: 2116292 -WX 1250 FaclticAYemue, suite 7M Mwoma, Washington 984Q2 tel: 25&&.2797 Z w O C� U 0 U U-1 i o Ci �0 o U0 U� m M z O �C O z LU w 0 01 J o O2: U U N V) 0 C O _0 z tJ c) O STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES MASONRY VERIFY COMPLIANCE WITH THE APPROVED HORIZONTAL x ADDITIONAL ACI 530.1, ART 1.5 HOLLOW 5TRUGTURAL SECTION SUBMITTALS ABOVE FIN 15H FLOOR HT HEIGHT ALT. ALTERNATE VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: INTERIOR ARCH. ARCHITECTURAL J5T J015T A. PROPORTIONS OF SITE — PREPARED MORTAR BUILDING x JOINT ACI 530.1, ARTS 2.1, 2.6A, BLOCKING AND GROUT ANGLE BM BEAM 2.613, 2.6C, 2.4G.1.b LIVE LOAD B. GRADE TYPE, AND SIZE OF REINFORCEMENT BOTTOM OF FOOTING LLH LONG LEG HORIZONTAL ACI 530 SEC 1.16, ACI BOTTOM AND ANCHOR BOLTS LONG LEG VERTICAL x BEARING 530.1, ARTS 2.4, 3.4 LOCATION C. PLACEMENT OF MASONRY UNITS AND BETWEEN x LAMINATED 5TRAND LUMBER ACI 530.1, ARTS 3.313 BUILT UP CONSTRUCTION OF MORTAR JOINTS LAMINATED VENEER LUMBER (C =) CAMBER MAX. MAXIMUM D. PLACEMENT OF REINFORCEMENT AND CANTILEVER M.B. PERIODIC INSPECTION PERMITTED ACI 530 SEC 1.16, ACI GOLD -- FORMED 5TEEL CONNECTORS x G.J. FOR RISK CATEGORY L A AND III 530.1, ARTS 3.2E, 3.4, MEZZANINE CENTERLINE MFR STRUCTURES 3.6A CLEARANCE E. GROUT SPACE PRIOR TO GROUTING X GMU CONCRETE MA50NRY UNIT ACI 530.1, ARTS 3.2D, 3.217 M15GELLANEOU5 F. PLACEMENT OF GROUT x MTL METAL ACI 530.1, ARTS 3.5, 3.6C CONCRETE G. SIZE AND LOCATION OF STRUCTURAL NEAR FACE x CONNECTION ACI 530.1, ARTS 3.317 NEAR 510E ELEMENTS CON5TRUGTION NT5 NOT TO 5GALE GONT. CONTINUOUS H. TYPE, SIZE, AND LOCATION OF ANCHORS ON CENTER GONTR. CONTRACTOR ACI 530 SEC 1.16.4.3, OPENING INCLUDING OTHER DETAILS OF ANCHORAGE OF x OPP. OPP051TE 1.17.1 COMPLETE PENETRATION MASONRY TO STRUCTURAL MEMBERS, FRAMES, POWDER ACTUATED FA5TENER GTR'D CENTERED PERP. PERPENDICULAR OR OTHER CONSTRUCTION CUBIC YARD f. PLATE DBL. DOUBLE 1. WELDING OF REINFORCEMENT PARTIAL PENETRATION D.F. DOU67LA5 FIR ACI 530 SEC 2.1.7.7.2, PRESERVATIVE PRE�..� TREATFD DIA. OR 4P x P.5.F. POUND5 PER 5QUARE FOOT 3.3.3.4(c), 8.3.3.4(b) DIAGONAL J. PREPARATION, CONSTRUCTION, AND PARALLAM DIM. DIMEN51ON ACI 530.1, ARTS 1.8C, 1.81) P05T TENSION PROTECTION OF MASONRY DURING COLD DEAD LOAD PW. PLYWOOD DWG DRAWING WEATHER (TEMPERATURE BELOW 40-F (4.4 -C)) REINFORCING x DOWEL REG2'1? REQUIRED OR HOT WEATHER (TEMPERATURE ABOVE 90 °F EXI5TIN6 50HED. 5GHEDULE EA. EACH (32.2 "C)) 5TRUGTURAL COMPOSITE LUMBER E.F. EACH FACE 5HT'6 5HEATH I NG OBSERVE PREPARATION OF GROUT SPECIMENS, ELEVATION 51M. 51MILAR ACI 530.1, ARTS 1.46.2.a.3, ELEVATOR MORTAR SPECIMENS, AND /OR PRISMS X ENGR. ENG 1 NEER 1.4B.2.b.3, 1.413.2.c.3, SQUARE EQ. EQUAL 5TD 5TANDARD 1.46.3, 1.4B.4 TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.5. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. > REVIEW OF TESTING AND INSPECTION REPORTS. ;� REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. Validity of Permit. The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or are approval of, any Violation of any of the provisions of the Cedes as adopted by the State of Washington and the tool jurisdiction; Permits presuming to give authority to violate or cancel the provisions of such codes and ordinances shall not he valid, IRC R105.4, IBC 105.E ABBREVIATION L 15T 2014 -11 AT H6R HANGER A.B. ANCHOR BOLT HORIZ. HORIZONTAL ADD'L ADDITIONAL H55 HOLLOW 5TRUGTURAL SECTION A.F.F. ABOVE FIN 15H FLOOR HT HEIGHT ALT. ALTERNATE INT. INTERIOR ARCH. ARCHITECTURAL J5T J015T BLDG BUILDING JT JOINT BLK'G BLOCKING L ANGLE BM BEAM L.L. LIVE LOAD B.D.F. BOTTOM OF FOOTING LLH LONG LEG HORIZONTAL B.D.T. BOTTOM LLV LONG LEG VERTICAL BRG BEARING LOG. LOCATION BTWN BETWEEN L5L LAMINATED 5TRAND LUMBER B.U. BUILT UP LVL LAMINATED VENEER LUMBER (C =) CAMBER MAX. MAXIMUM CANT. CANTILEVER M.B. MACHINE BOLT C.F.5. GOLD -- FORMED 5TEEL MECH. MECHANICAL G.J. CONTROL /GON5TRUGTION JOINT MEZZ. MEZZANINE CENTERLINE MFR MANUFACTURER GLR. CLEARANCE MIN. MINIMUM GMU CONCRETE MA50NRY UNIT M156. M15GELLANEOU5 COL. COLUMN MTL METAL GONG. CONCRETE N.F. NEAR FACE CONN. CONNECTION N.5. NEAR 510E GON5T. CON5TRUGTION NT5 NOT TO 5GALE GONT. CONTINUOUS D.G. ON CENTER GONTR. CONTRACTOR OPN'G OPENING GOORD. COORDINATE OPP. OPP051TE G.P. COMPLETE PENETRATION P.A.F. POWDER ACTUATED FA5TENER GTR'D CENTERED PERP. PERPENDICULAR G.Y. CUBIC YARD f. PLATE DBL. DOUBLE P.P. PARTIAL PENETRATION D.F. DOU67LA5 FIR P.P.T. PRESERVATIVE PRE�..� TREATFD DIA. OR 4P DIAMETER P.5.F. POUND5 PER 5QUARE FOOT DIAL. DIAGONAL P5L PARALLAM DIM. DIMEN51ON P.T. P05T TENSION D.L. DEAD LOAD PW. PLYWOOD DWG DRAWING REINF. REINFORCING DWL DOWEL REG2'1? REQUIRED (E) EXI5TIN6 50HED. 5GHEDULE EA. EACH 5.G.L. 5TRUGTURAL COMPOSITE LUMBER E.F. EACH FACE 5HT'6 5HEATH I NG EL. ELEVATION 51M. 51MILAR ELEV. ELEVATOR 5.0.6. 5LAB ON GRADE ENGR. ENG 1 NEER 50. SQUARE EQ. EQUAL 5TD 5TANDARD E.W. EACH WAY 5TIFF. 5TIFFENER EXP. EXPANSION 5TL 5TEEL EXT. EXTERIOR 5TRUCT. 5TRUGTURAL FON FOUNDATION TV3 TOP 4 BOTTOM F.F. FAR FACE T$6 TONGUE AND GROOVE FLR FLOOR THR'D THREADED F.O.M. FACE OF MA50NRY T.D.F. TOP OF FOOTING F.O.5. FACE OF 5TUD T.0.5. TOP OF 5TEEL FRM'G FRAMING TRT'D TREATED F.R.T. FIRE RETARDANT TREATED TYP. TYPICAL F.5. FAR 51DE U.N.O. UNLE55 NOTED OTHERWISE FTG FOOTING U.T. ULTRA50NIG TE5TED GA. GAGE/GAUGE VERT. VERTICAL GALV. GALVANIZED W/ WITH GL. GLULAM W.P. WORK POINT GR. GRADE WT WEIGHT GWB GYPSUM WALL BOARD W.W.R. WELDED WIRE REINFORCING HOR HEADER APPROVED By Michael J. Barth, M.GA at 12.31 pm, .Fun 27, 204 N F Va"'h Structural Solutions 8U Fast Annue, Suite 620 Seattle, Washington 98104 W: 2D6 292.5= 1250 BKificAvenue, SuitC 701 'ii wma, Washington 98402 td: 253„383.2x9"/ Z Q% w O U R-04 O U w V) H O J 7 UJ N u 00 a¢ o° U° :E a C o V) U-1� M N z O H O Z W W �- o` 0 -- O O2: O (�,} S � C.a _; V) O C O Z cn U� < U Q CJ U Project: 2014 -11 Drawn: MCS BID 05/22/14 A 06/24/14 Sheet: S1 *02 i Validity of Permit. The issuance or granting t a p rrnit or approval of plans, specifications and computations shall not be construed to bo a permit for. or an approval of, any violation of any of the provisions of the Codes as adopted' by the State of Washington and the local jurisdiction. Permits presuming to give authority to violate or cancel the provisions of such codes and ordinances shall not be valid, lRc R 105A, , 1.130 105A 24 GA. AEP SPAN "SUPER SPAN" MTL DECK W/ (3) #12 50 H1NH PER SHEET @ SUPPORTS AND (2) #12 5D HWH AT 51DELAP BTWN SUPPORTS H555x3x3/8 H555x3x3 /S G15x33.q @ EXPOSED PERIMETER CANOPY FRAMING PLAN - PREGAST PI ABOVE 5EU� 10" GMU WALL W/ (5) #5 EA. FACE (ALT. 1310) FOUNDATION PLAN PROVIDE OPENING EX15T1NG GMU 5EE /' INFILL EXI5TIN6 OPENING W/ GMU PER NOTE: PER ARCH. ELEVATIONS PROVIDE 15/32" PLYWOOD SHEATHING AT EXTERIOR WALLS WITH FRP I METAL 510ING. FASTEN WITH #8 SGREWS @ 6" O.G. AT SUPPORTED PANEL E06E5 4 12" O.G. AT INTERMEDIATE FRAMING. Structural Solutions 8u First Avenue, Suite 820 Seattle, Washington 98104 td: 208.29fL —%M um FRC&Avenue, Suite 701 M%coma, Washington 98402 ta: M3832M z W O C� U P-4 O U t V) �J Z_ U- 1 0 7 Q Q 7 0 7— Z) 0 !tL c � o a 0 0 U o 0 E— U c0 w 4- 2 f'7 0 Project: 2014 -11 Drown: MCS BID 05/22/14 A 1 06/24/14 Sheet: S2,000 H557x5x3/8 31_0 It � 6 SECTION FOR DETAIL.r CALLOUT5 IN COMMON 5EE L3x3xl /4 IN THRU -BOLT5 (2) #4 @ 2411 #3 HAIRPINS HORIZ. REINF SOLID GRU1 10" GMU WAL.I 3/4" GHAMFE 1 i1 � I I�O11 FOR DETAIL5 4 L3x3xII4 GALLOUT5 IN 5EE COMMON SEE 3 o0 (E) GMU WALL GI5 -° bli V 1/2117—N- - - - -- — 11 PLAN DETA 111= 11 -Oil FACE OF NEW ARGH. FINISH J I/2" W/ (4) 3/4"(P THREADED RODS @ EA PLATE - DRILL 4 EPDXY EMBED 6" MIN. IL V cn G15 SECTION PARTIAL PLAN @ CORNER - TYP. 11 METAL C, 15 — ROOF DECK HS57x5 - - -- - -- + =�1 + __ _ 1/41 f 112 "xII" IN 12 + (4) THREADED STUDS I/4 Validity of Permit. The issuance or granting of a p nnitor approval of plans, specifications and computations shall not be construed to be a p rnlit for, or an approval of, any violation of any of the provisions of the Modes as adopted by the State of c —ushin ton and the loc I urisdiction. Permits presuming to give utl city to violate or cancel the provisions of such codes and r inanc s sell not be valid. IRS.;' R1 5 , IBC 105.4 SECTION 1 11= 11`0 11 Q' I t- TY TYR -i0R1Z, NBOVE )GKET 6 "xO1IO" 4x3'_0" )ED ROD It 1/211xL lixO' -b 11 IN (2) #5x3' -Oil 31, O.G. 44 HAIRPINS 41011 0" GONG. PLINTH (5) #6 TOP d BOT. #6 TOP 4 WT. 1211 O.G. (5) #5 DOWELS W/ CIO* HOOK - LAP W/ VERT. REINF. 71' VERIFY 1 SECTION I" VERIFY PLAN DETAIL 1/211= 11_011 '''YP.} --11' I/ It 314 �nl "d ROD WJ GLEVIS If- 3/4 U2 L3x3xl /4 - OR BENT fE y MTL ROOF DEGK 2 i1 H556x4 6" - VERIFY W! ARGH. SECTION 556x4x3/8 055ET fE 1/411 12x20.7 TYP. VERIFY FULLY GROUTED GELL5 H555x3 METAL ROOF PECK FOR DETAILS $ GALLOUT5 IN 1 COMMON 5EE H551x5 BEYOND GUTTER - 5EE ARCH. (E) BLDG EXTEND H55 TO 2014 -11 WALL BEYOND H555x3 TYP. 3 I! b (E) GMU PlLAS H5550 - NOTCH L2�x2V2xl /4xO' -4" W% FOR GUSSET FOR DETAILS GALLOUT5 IN 3/4"(P THREADED STUD — — tell _. — T```~- PROVIDE BENT It 3116" 1i TO GLO5E H55 SEAL ------ - - - - -- WELD TO SUIT I H551x5 1%!211 1 i�Oii GONT. 3/16 3 TYP. @ 3/16 3116 L3x3xl /4 3/16 3 5UPP0 T G15 4 ENDS METAL ROOF DECK ' fE 3/&"x6" EA. 3/1+6 V 51DE W! (2) 3/4 M.B. @ 3" O.G. TYR 1/4 -- fE I /2iix^i1'xO1 -yi' It 3 /b11x5"xO'_c1" IN (2) 6" 4} STD PIPE( 3/4 "4) THREADED STUDS BASE IF- 31411x10 "x0' -1011 #3 TIES @ W/ (4) 3/4 "IfP A.B.'5 - 2" O.G. 11 -- EMBED 7" MIN. IY2" TYP. _.� I" NON - SHRINK ff GROUT -- �"--� + + S" - VERIFY W/ ARCH. 1/4 14 "* GONG. PLINTH (4) #6 Yq/ 5TD HOOK (3) #5 EA. WAY H557x5x3/8 31_0 It � 6 SECTION FOR DETAIL.r CALLOUT5 IN COMMON 5EE L3x3xl /4 IN THRU -BOLT5 (2) #4 @ 2411 #3 HAIRPINS HORIZ. REINF SOLID GRU1 10" GMU WAL.I 3/4" GHAMFE 1 i1 � I I�O11 FOR DETAIL5 4 L3x3xII4 GALLOUT5 IN 5EE COMMON SEE 3 o0 (E) GMU WALL GI5 -° bli V 1/2117—N- - - - -- — 11 PLAN DETA 111= 11 -Oil FACE OF NEW ARGH. FINISH J I/2" W/ (4) 3/4"(P THREADED RODS @ EA PLATE - DRILL 4 EPDXY EMBED 6" MIN. IL V cn G15 SECTION PARTIAL PLAN @ CORNER - TYP. 11 METAL C, 15 — ROOF DECK HS57x5 - - -- - -- + =�1 + __ _ 1/41 f 112 "xII" IN 12 + (4) THREADED STUDS I/4 Validity of Permit. The issuance or granting of a p nnitor approval of plans, specifications and computations shall not be construed to be a p rnlit for, or an approval of, any violation of any of the provisions of the Modes as adopted by the State of c —ushin ton and the loc I urisdiction. Permits presuming to give utl city to violate or cancel the provisions of such codes and r inanc s sell not be valid. IRS.;' R1 5 , IBC 105.4 SECTION 1 11= 11`0 11 Q' I t- TY TYR -i0R1Z, NBOVE )GKET 6 "xO1IO" 4x3'_0" )ED ROD It 1/211xL lixO' -b 11 IN (2) #5x3' -Oil 31, O.G. 44 HAIRPINS 41011 0" GONG. PLINTH (5) #6 TOP d BOT. #6 TOP 4 WT. 1211 O.G. (5) #5 DOWELS W/ CIO* HOOK - LAP W/ VERT. REINF. 71' VERIFY 1 SECTION I" VERIFY PLAN DETAIL 1/211= 11_011 '''YP.} --11' I/ It 314 �nl "d ROD WJ GLEVIS If- 3/4 U2 L3x3xl /4 - OR BENT fE y MTL ROOF DEGK 2 i1 H556x4 6" - VERIFY W! ARGH. SECTION 556x4x3/8 055ET fE 1/411 12x20.7 TYP. VERIFY FULLY GROUTED GELL5 H555x3 METAL ROOF PECK FOR DETAILS $ GALLOUT5 IN 1 COMMON 5EE H551x5 BEYOND GUTTER - 5EE ARCH. (E) BLDG EXTEND H55 TO 2014 -11 WALL BEYOND MCS BID (E) GMU PlLAS H5550 - NOTCH 06/24/14 FOR GUSSET FOR DETAILS GALLOUT5 IN COMMON 5EE H551x5 fE 112" Wi (8) 6U55ET fE Wall THREADED RC TOP $ BOT. DRILL 4 EPOS EMBED 6" MIN FAGE OF NEW ARGH. FIN15H (E) GMU WALL SECTION INSULATION 5EE ARGH- G8xI8.15x4' --611 W/ 3/41'�D THR'O R005 - DRILL 4 EPDXY EMBED 6" MIN. I V2 ♦ p 1j/ i' 1!/2 Y;� 6i1 �L fE 31b" W/ (2) 3/4 114) M.B. (E) GMU 061 11 411 (11 r N N DETAIL 1 11= 1 1 -011 PARTIAL PLAN (E) GMU WALL fF_ 1/21! IN � (4) 3/411, THR'D ROD5 - DRILL EPDXY EMBED 611 MIN. z W 0 U cn U U-1 V) W 0 Z 0 cn Q 01 �Q E 7 oCi 00 ;F 0 OE �a 12 M O CV Project: 2014 -11 Drawn: MCS BID 05/22/14 A 06/24/14 NEFUSSheet: Structural Solutions 8u Fust Avenue, Suite 620 Seattle, Washington M04 W: _WM S3.00 la.�o raci>BcAvenue, site �n �, Washington ssaaa >nsl: 2�sass.z7s� :MOVE 4 REPLACE SCE 5HELL A5 RE01? ,15T. MA50NRY ALL 1U INFILL VERT, 4 HORIZ. REINF. > MATCH DOWEL5 -GUT > FIT OPN'G 51ZE NOTE: ART. OR HORIZ. REINF. �Y BE OMITTED IF IN AT DIRECTION THE 'N'G DIMEN510N 15 55 THAN 2'--0" x2' -6" DOWEL5 @ 24" - (2) MIN. EA. 51DE OF OPN'G DRILL 4 EPDXY EMBED. 6" MIN. TYPICAL GMU INFILL OF OPENING IN EXI5TING GROUTED MA50NRY WALL 53.01 :2 ty z �d la! z 2Y21$ GLR SECTION NO 5GALE NOTE: GUT OUT EX15T. GMU AND REPLACE W/ NEW GMU A5 REO V, EX15T. MA50NRY WALL (2) #5 LINTEL BLOCK NEW GhAI LINTEL 5 DETAIL 53.01 NO SCALE GMU VENEE ANCHOR W/ ANGHOR5 EA. WAY - GENERAL N 6 53.0 5HADING INDIGATE5 GELL5 RECEIVING GROUT #5 DOWEL -- LAP 32" W VERT. REINF. -- DRILL 4 EPDXY INTO EXI5TING FOUNDATION — EMBED 6" .. 2 53.01 SECTION IM0 i' ELEVATION 1/2"- 1'--0" PROVIDE OPENING A5 NEEDED FOR PLACEMENT OF GROUT IN TWO COUR5E5 ABOVE EXI5TIN6 BOND BEAM DRILL 5" INTO EXI5TIN6 BOND BEAM 4 EPDXY EXI5TIN6 GROUTED BOND BEAM — FIELD VERIFY GUT OPENING IN EXI5TIN6 GMU WALL KNOCK OUT WE85 ALONG JAMB 8 FILL CAVITY Wl MORTAR OR GROUT FACE OF Mot LINTEL ANGLE 5GHEDULE MAX. WIDTH MIN. BEARING OF OPENING ANGLE 51ZE REO'i? AT END OF ANGLE 5' Lbx6x5/I6 4" 8' L6x6x3 /8 6" NOTE5: 1. ALL LINTEL ANGLE5 5HALL BE GALVAN I ZED. DETAIL NO 5GALE EXI5TING BOND REMOVE t REPI FACE 5HELL JUd_ (E) BOND BEAM 5HADIN6 INDIGA CELL5 RECEIVII EXI5TIN6 BOND ELEVATION 11 -4 #5 DOWEL -- LAf VERT. REINF. - i EPDXY INTO EXI FOUNDATION — EVr,,. 1-1111A. ELEVATION I/2" =1' -0" DRILL 4 EPDXY INTO EXI5TING BOND BEAM AT ELEVATION 15' -4" - EMBED 5" PROVIDE OPENING A5 NEEDED FOR PLACEMENT OF GROUT IN THREE GOUR5E5 OF GMU (2) #5 OUT OPENING IN EXI5TING GMU WALL KNOCK OUT WE65 ALONG JAMB 4 FILL CAVITY W/ MORTAR 0 EX15T. MA50NRY WALL REINF. PER DETAIL REMOVE FACE 5HELL TO INSTALL REBAR JAMB REINFORCING K`4 DETAIL 53.01 NO SCALE z W 0 c� U 0 U w J LJ 0 Z 0 Q 1� CO cL ,Q of 00 v o 0 0 4Z 0 0 U� M Validity of Permit. The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Codes as adopted by the Mate of Washin ton and the local jurisdiction. Permits presuming to give authority to violate or cancel the provisions of such codes ' Project: 2014 -11 and ordinances shall not Lie valid. t C R105.4, 16C 105,4 Drawn: MCS BID 05/22/14 A 1 06/24/14 Reviowed for Code Compliance CODEPROS, LLC. Michael J. Barth, M.C.P. aFCS mbarthp,codeproswa.com Structural Solutions APPROVED By Michael J. Barth, M.C.P. at 12.31 pm, .ion 2i, 2014 au aFirst.Awmue, Suite 620 Seattle, Washington 98104 W: 206 292-1" 1250 Pac�ckvonue, Suite TOl Thcx�ma, Washington 98402 td: 253.383.2797 Sheet: S3.01 I I-oil PREGA5T PREGA5T PREGA5T .................. 11-0 GAP 11-01 CAP 11_0�4 GAP .0 Y 11-011 GAPITOL if-oil GAPITOL It-ofl CAPITOL 1 I-oil oil -oil I 1-011 1-011 21-01, 3/4" GHAMFER 21-0 1 WIN 3/4" G MFER 21-01 3/4" GHAMFER 12 .0 _T� :e r4 II-011 I. LU PANEL GONN. PANEL CONN. PANEL GONN. TYP. - 5EE TYP. - 5EE TYP. - 5EE LU 1JJ 53 - fb—:: L I A I I-oil I$_Ol1T_ rROOF 1-0 lt 1 0 . . .......... ..................................... . ............. ........................... 10 �-o 3 ELEVATION LIJ LIJ \53.02 1/411 I l_O11 TOP OF EXISTING TOP OF TING FOUNDATION FOUNDATION i,-o,,j i i r J J Is—Oil —I � /7 ELEVATION 1/411=11-011 r;iI t;II FOR DETAILS 4 GALLOUT5 IN COMMON 5EE PLAN DETAIL 1 11 =1 I-oil fE H5 -INO 16'xlb" :1ILA5TER PR 1 ELEVATION rKt:G1P GONGF PANEL 1/211 Gl 5/411 N( 5HRM A E M SECTION IIf =1 1-011 3/411 NOW 5HRINK GROUT It I/2lIx5"xO,-q1l W (2) 1/2"0 EPDXY ANGHOR5 INTO (E) GMU - EMBED 511 K15TIN(5 GMU 1LA5TER 11211----" IY211 5/8 511 _r yp" all AT GAPITOL-/. 1/2" GHAMFER Validity of Permit. The issuance or granting of a pemitt or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Codes as adopted by the State of Washington and the local jurisdiction. Permits presurn I ing to give authority to violate or cancel the provisions of such codes and ordinances shall not be valid, IRC R10 5A, IBC 105.4 51MILAR AT 8" GAPITOL- 1/2" GHAMFE 3/41 GAULK, ROP NON-5HRINK ra"`� SECTION �53.02) 111=11-011 11, x-16" GLR. 241, TYP. FLARE TO 3611 OVER UPPER 41-011 PLAN DETAIL I If =1 1-011 PREGA5T GAP 2'4P HOLE - GROUT AFTER PLAGIN6 1/2112 3V2 It 3/411 4rM CAULK, ROPE 4 NON-5HRINK GROUT PREGA5T PANEL""" (2) 1/2"-(P PINS 112" GHAh 3/411 NON- 5HRINK C- EXISTING FRAMING C,1M11 AQ " I I 1IL-F It PLAN DETAIL Iif =1 1-011 SECTION IIf =1 1-011 L6x6x5/I6x1'-II" (5) 5/4"(P HILTI HIT-HY 70 ANGHOR - EMBED 6" EX15TIN67 16 If x1b ,MU PILA5TER z 0!� UJI 0 0 V) UJI LU 0 H LJJ W C) 7 0 C) U-1 W n < C�. 0 C; () E 0 0 :26 (-) C 0 0 UJ 2 toe) 4— �2 CV) 0 C14 z 0 0 z LL1 O 0�1 0 0 U U V) 0 0 V) U QU < U Project: 2014-11 Drawn: MCS BID 05/22/14 A 06/24/14