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Home My WebLink AboutPermit D19-0101 - SHOWALTER MIDDLE SCHOOL - TEMPORARY CLASSROOM PORTABLESSHOWALTER MIDDLE SCHOOL 4628 S 144 ST D19-01O1 Parcel No: Address: �~^�x» °~� Tukwila v~U~� v�n n ��x��Una Department ofCommunity Development 63OOSmuthuentprBoulevard, Suite #1OO Tukwila, Washington 981D8 Phpne'206'43l'367O Inspection Request Line: 3O6~f38'935O Web site: http://www.TukwilaWA.Rov 1523049164 4028S144TH5T DEVELOPMENT PERMIT Project Name: SHOWALTER MIDDLE SCHOOL Permit Number: Issue Date: Permit Expires On: Owner: Contact Person: Contractor: Name: License No: Lender: Name: TUKWILA SCHOOL DISTRICT 464USl44TH5T,TUKVVUA,WA, 98168 lO5SOUTH MAIN ST#3Z5,SE4TTLE, WA, 98116 PACIFIC MOBILE STRUCTURES INC POBOX 1U40,CHEHALIS,WA, 985]Z PA[|FMS033D[ TUKWILA SCHOOL DISTRICT Phone: (206)624'4222 Expiration Date: DESCRIPTION uFWORK: INSTALL (2) DOUBLE TEMPORARY PORTABLE CLASSROOM BUILDINGS & (1) SINGLE TEMPORARY PORTABLE CLASSROOM BUILDING ON PREVIOUS GRADING FOR 9 MONTH PERIOD ONLY. TEMPORARY PORTABLE CLASSROOMS UNDER SEPARATE PERMIT - SHOWN FOR REFERENCE ONLY THIS PERMIT. PUBLIC WORKS ACTIVITIE INCLUDE TEMP. AND PERMANENT EROSION CONTROL AND SITE PREPARATION/LEVELING FOR THE PORTABLES. ADDING 3MODULAR BUILDINGS WITH ATOTAL SFUF4,2O5 MODULAR BUILDING ADDITIONS ARE NOT BEING ADDED. THERE IS NO INCREASE IN BUILDING SQUARE FOOTAGE. ONLY TEMPORARY STAND-ALONE PORTABLES BEING INSTALLED. FIRE |K8APCTFEES ARE WAIVED. Project Valuation: $752,811J95 Type o/Fire Protection: Sprinklers: Fire Alarm: YES Type ofConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $9,17607 Occupancy per IBC: U Water District: 125 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Sign Volumes: Cut: 0 Fill: 0 Number: 0 No Date: 7s i ; at7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating cons • '.n or the performance of work. I am authorized to sign and obtain this development permit and agree . - .nditi ttached to this permit. Signature: '"~ Date: / Print Name: 1 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: Call to schedule mandatory pre -construction meeting with Dave Stuckle, Public Works Inspector, (206) 433- 0179. 3: Schedule and attend a Preconstruction Meeting with the Public Works Department prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 4: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 5: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 6: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 7: Nowork under this permit during weekend hours without prior approval byPublic Works, Coordinate with the Public Works Inspector. 8: Any material spilled onto any street shall becleaned upimmediately, 9: Prior to moving the building on -site, a copy of the WSDOT moving permit, route map and proposed moving schedule shall be submitted to the City Development/Permits Engineer for validation. NO MOVING ACTIVITY SHALL BE COMMENCED UNTIL THIS VALIDATION HAS BEEN FORMALLY RECEIVED OR THE MOVER HAS CONTACTED THE DEVELOPER/PERMITS ENGINEER AT(ZO6)433'0l79TOVERIFY THE SAME, If WSDOT permit has not been approved for the move, the City permit will need to be applied for. 10: Temporary erosion control measures shall be implemented asthe first order ofbusiness to prevent sedimentation off -site orinto existing drainage facilities. 11: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior tothe Final Inspection. 12: From October Ithrough April ]O, cover any slopes and stockpiles that are 3H:1Vorsteeper and have a vertical rise nflOfeet ormore and will beunworkedfor greater than lZhours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 13: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 38: The total number offire extinguishers required fora light hazard occupancy with Class Afire hazards is calculated at one extinguisher for each 3,000 sq� ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 8:[) dry chemical type, The travel distance to any extinguisher must be 75' or less. (|FC 906.])(NFP410\5'4) 14: Portable fire extinguishers, not housed incabinets, shall beinstalled onthe hangers o/brackets supplied. Hangers orbrackets shall besecurely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having agross weight not exceeding 4O pounds(l8 kg) shall beinstalled aothat its top is not more than 5feet (15Z4 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top bnot more than I5feet (lU67mm)above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IF[9n6Jand |F[ 906.9) 15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (|FC906.5) 16: Fire extinguishers require monthly and yearly inspections, They must have atag orlabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7,2, 7.3) 17: Maintain fire extinguisher coverage throughout. 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (|FClO1O.l,9) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (|F[Chapter 1D 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist tu operate. (|FC 1010l9.1) Zl: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit orthe path ofegress travel is not immediately visible tothe occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 rnm) or the listed viewing distance for the sign, whichever isless, from the nearest visible exit sign. (|F[lO1ll) 22: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes ofthe letters not less than OJS inch (19.lmm)wide. The word ^EX|T"shall have letters having awidth not less than Zinches (Slmm)wide except the letter "|", and the minimum spacing between letters shall not beless than O.375inch (9.6mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height, The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means isorisnot energized. |fanarrow isprovided aspart ofthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (|F[1013.61) 23: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (|F[101O.1lO) 24: Exit signs shall beilluminated atall times. Toensure continued illumination for aduration ofnot less than 9Ominutes in case ofprimary power loss, the sign illumination means shall be connected toan emergency power system provided from storage batteries, unit equipment or on -site generator, (|F[lO1IG.3) 25: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (|F[lOO43) 26: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress atfloor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded, (|FC1008.3J) 28: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N�P.A.72and City Ordinance #Z437. 29: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top nfstairwells, etc, (NFPA72'17.5.I1) 32: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition ofaudible/visual notification devices, (City Ordinance #Z437) 30: Local U.Lcentral station supervision isrequired. (City Ordinance #2437) 31: All new fire alarm systems ormodifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau, Nnwork shall commence until afi/e department permit has been obtained, (City Ordinance #2437)(|F[9Ul2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 34: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building [ode. 35: mother than Group |'3'curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall comply with Section 807.4 and shall not exceed 10 percent ofthe specific wall o,ceiling area towhich they are attached. (|FCDO7.l) Where required toexhibit improved fire performance, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls nrceilings shall be tested by an approved agency and meet the flame propagation performance criteria of Test Method I or Test Method 2, as appropriate, of NFPA 701 or exhibit maximum rate u/heat release oflOO kW when tested in accordance with NFP4288' using the 28 NNignition source. Reports oftest results shall be prepared in accordance with the test method used and furnished tothe fire code official upon request. (|FC8O7.4) 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436and #2437) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition o/violation. 37: These plans were reviewed byInspector 511. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(ZO6)57S'44O7. 39: Work shall beinstalled inaccordance wbhtheappnovedconstmcdondocuments,andanychangesmade during construction that are not in accordance with the approved construction documents shall be resubmitted for approval, 40: All permits, inspection record card and approved construction documents shall bekept atthe site nfwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 41: The special inspection nfbolts tobeinstalled inconcrete prior tnand during placement ufconcrete. 42: When special inspection is required, either the owner orthe registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in atimely manner. 43: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 44: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in atimely manner. 45: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required, 46: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 47: Notify the City ofTukwila Building Division prior tnplacing any concrete. This procedure isinaddition to any requirements for special inspection. 48: Masonry construction shall bespecial inspected. 49: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 50: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 51: VALIDITY 0FPERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming tngive authority u»violate orcancel the provisions of the code orother ordinances ofthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data, 52: Subgracle preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given inthe soils report. Special inspection isrequired. 53: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 54� Notify the City ofTukwila Building Division prior toplacing any concrete. This procedure isinaddition tn any requirements for special inspection. 55: Masonry construction shall be special inspected, 56: There shall be no occupancy ufa building until final inspection has been completed and approved by Tukwila building inspector. No exception. 57: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 58: VALIDITY OF PERMIT: The issuance or granting of a permit d`aU not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila, Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City ofTukwila shall not bevalid. The issuance ufapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING F|NAL ~ \==~� 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 5040 LAND ALTERING 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 4000 S|'[0NCR[TECONST 4022 8-MASONRY 4035 8-SOILS CITY OF TUJILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Omit No. 00 —0 / / Project No, Date Application Accepted: 3--1-13- Date Application Expires: fq (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION 14(psti' Site Address: -4415Efi'S. 144TH STREET Tenant Name: TUKWILA SCHOOL DISTRICT PROPERTY OWNER Name: TUKWILA SCHOOL DISTRICT Address: 4626 S. 144TH STREET City: TUKWILA State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: ALEXANDER CLARK Address: 105 S MAIN ST, STE 323 City: SEATTLE State: WA Zip: 98104 Phone: (206) 624-4222 Fax: Email: alex.clark@rolludaarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: 152304-9108 Suite Number: Floor: New Tenant: LJ Yes J .. No ARCHITECT OF RECORD Company Name: ROLLUDA ARCHITECTS Architect Name: ALEX ROLLUDA Address: 105 S MAIN ST, STE 323 City: SEATTLE State: WA Zip: 98104 Phone: (206) 624-4222 Fax: Email: alex.clark@rolludaarchitects.com ENGINEER OF RECORD Company Name: BRIGG ENGINEERING, INC Engineer Name: DEAN BRIGGS Address: PO BOX 140537 City: GARDEN CITY State: ID Zip: 83714 Phone: Fax: (208) 871-0200 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: TUKWILA SCHOOL DISTRICT Address: 4626 S. 144TH STREET City: TUKWILA State: WA Zip: 98168 HAApplications1Forms-Applications On Line12011 Applications1Permit Application Revised - 8-9-11.docx Revised August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATC1— 206-431-3670 0 Valuation of Project (contractor's bid price): $ 65,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): INSTALL (2) DOUBLE TEMPORARY PORTABLE CLASSROOM BUILDINGS & (1) SINGLE TEMPORARY PORTABLE CLASSROOM BUILDING ON PERVIOUS GRADING FOR 9 MONTH PERIOD ONLY. TEMPORARY PORTABLE CLASSROOMS UNDER SEPARATE PERMIT -SHOWN FOR REFERENCE ONLY THIS PERMIT. Will there be new rack storage? ❑ Yes VI.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15t Floor 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes", explain: Submitted Land Use W/ Showalter MS Mondernization & FIRE PROTECTION/HAZARDOUS MATERIALS: Additions ❑ Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes I No If `yes', attach list of materials and storage locations on a separate 8-1/2"A 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 14 \Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 201 I bh Page 2 of 4 PUBLIC WORKS PERMIT INOMATION - 206-433-0179 Scope of Work (please provide detailed information): Ca11 before you :Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ...Valley View 0 .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which aunty): ® ...Civil Plans (Maximum Paper Size — 22" x 34") FOR REFERENCE ONLY ❑ ...Technical Information Report (Storm Drainage) LJ .. Geotechnical Report 0 ...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line 19 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... 91 WO # ❑ ...Temporary Water Meter Size .. " WO # O ...Water Only Meter Size 9 5 WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private 0 55 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) O ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \201 I Applica Revised: August 2011 bh ns\Permit Application Revised - 0-9-11.docx Page 3 of 4 A PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTI1( Signature: Date: 03/29/2019 Print Name: ALEXANDER CL K Day Telephone: (206) 624-4222 Mailing Address: 105 S MAIN ST, STE 323 SEATTLE WA 98104 City State Zip KlispplicationstForms-Applications On Line \ 201 I Applications \Permit Application Revised - 8-9-11.dacx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila . ,. • 4 DESCRIPTIONS ACCOUNT QUANTITY Z. PAID PermitTRAK $8,418.77 D19-0101 Address: 4628 S 144TH ST Apn: 1523049164 $8,418.77 DEVELOPMENT $6,835.85 PERMIT FEE R000.322.100.00.00 0.00 $6M10.85 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 IMPACT FEE $992.38 PARK R104.345.851.00.00 0.00 $992.38 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $340.54 TECHNOLOGY FEE R000.322.900.04.00 0.00 $340.54 • TOTAL FEES PAID BY RECEIPT: R18277 1 .,;'; $8,418.77 .,. t. Date Paid: Tuesday, August 06, 2019 Paid By: TUKWILA SCHOOL DISTRICT Pay Method: CHECK 99662 Printed: Tuesday, August 06, 2019 3:22 PM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY PAID PermitTRAK $757.30 D19-0101 Address: 4628 S 144TH ST Apn: 1523049164 $757.30 DEVELOPMENT PLAN CHECK FEE $757.30 R000.345.830.00.00 0.00 $757.30 TOTAL FEES PAID BY RECEIPT: R17287 $757.30 Date Paid: Friday, March 29, 2019 Paid By: TUKWILA SCHOOL DISTRICT Pay Method: CHECK 98913 Printed: Friday, March 29, 2019 3:41 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 4371-3670 Permit Inspection Request Line (206) 438-9350 Project: /J Type of Inspection• A dress: Date Called: Special Instructions: .....,, Date t "anted: a.m., p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /Y10D Ut_. A-1-f•� Inspector: Date: f e) ---.20 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 4,A1.-/ miI PL Type of Inspection: L G I Address: Date Ca led: Special Instructions: ?bate Wanted: a.m. R q s ini Phone No: / r� Approved per applicable codes. 1 Corrections required prior to approval. -'COMMENTS: 3), Qz. 4 0/ POArvl REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspecti'on. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 6 0 Permit Inspection Request Line (206) 438-9350 0)0j 'Project: .0 Silt& "Z-Tak elia3 I--. Type of Inspection: 774/6" . Addr ss: Date Called: Special Instructions: Date Wanted:a.m. (5'-'•.2 3-'9 p.m. Requester: ' Phone No: EiApproved per applicable codes. ections required prior to approval. COMMENTS: / 0.0a cn 0 Dog ns pec Date: 3 / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedute reinspection. City of Tukwila Department of Community Development 1/2/2020 ALEXANDER CLARK AIA 105 SOUTH MAIN ST #323 SEATTLE, WA 98116 RE: Permit No. D19-0101 SHOWALTER MIDDLE SCHOOL 4628 S 144 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 2/26/2020. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -Or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/26/2020, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, •13)ttit Bill Rambo Permit Technician File No: DI9-0101 6300 Southcenter Boulevard Suite #100 • Tukwila. Washineton 98188 • Phone 206-431-3670 • Fay 71)6.471-i66S City of Tukwila Department of Community Development 8/5/2019 ALEXANDER CLARK AIA 105 SOUTH MAIN ST #323 SEATTLE, WA 98116 RE: Permit Application No. D19-0101 SHOWALTER MIDDLE SCHOOL 4628 S 144 ST Dear ALEXANDER CLARK AIA, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 3/29/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 9/29/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Since ely, CU/11-etta _()J ) Kandace Nichols2 Permit Technician File No: D19-0101 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Alexander Clark RoUudaArchbects 1OSS.Main Street, Sube3Z3 Seattle VVA981O4 FIL RE: Tukwila School District- Showalter Middle School Subject: State approved lease buildings Dear Mr Clark, P 00��"��—��m�� MONLESTRUCTURES REVIEWED FOR CODE COMPLIANCE APPROVED JUL��c�mm�� CftY of Tukwila BUILDING DIVISION This letter is in response to the City of Tukwila's questions regarding the lease buildings being placed at Showalter Elementary School. In summary all these buildings were built as stock classroom buildings for use anywhere within the state of Washington. The buildings were permitted, inspected and approved by the state ofWashington and each have agold seal permanently attached. The single classroom building, serial number 19216 was permitted and constructed as a stock classroom building. APDFcopy ofthe U&|approved drawing is attached. The building ioready for delivery directly from the factory, assoon asthe site isready. The provided PDFcopy ofthe U&|approved drawings with the building/serial number 19216 will match the serial number on the building. The double classroom buildings provided were previously used for a 1-year lease at Central High School. Both buildings will be disassembled at the high school and relocated to Showalter Middle School. These bui|dingsvvenebui|tas"stock"dassroonnbui|dingsforuseanyvvhereinthestateofVVashinDton.You'U note Centralia School District onthe title sheets, This isoconvenience title and does NOT signify any approvals other than bvthe State ofWashington. The provided POFcopy ofthe U&|approved drawings are for building serial numbers 19134-19142. Both Buildings were constructed under permits, inspection and approval by the State of Washington via the attachment of the Gold Seal to both Midway inthe project last year Centralia School District added 3 more buildings tothe lease, building serial numbers 192D1[&192O2. These two buildings were given aGold Seal based onthe double class room drawings attached. |tisallowable bvthe state ofWashington to build amodular building with a previously approved drawing. For convenience we have attached a engineered stamped drawing for building numbers 19201and 192O2' The double classroom modular buildings being delivered to Showalter middle school or serial numbers 1914Zand 192O2. Let usknow ifyou have any other questions. Mike /Vdous,Senior Project Manager Pacific Mobile 8truc±ures,|nc. D1qW6101 13806 4smAVE wcMarysville, mmsnen 36n.65sn64 pacific mvuile.cvm Alexander Clark RoUudaArchhects lOSS. Main Street, Suite 323 Seattle VVA901O4 CORRE LTR# RE: Tukwila School District- Showalter Middle School Subject: State approved lease buildings Dear Mr Clark, ��m �� -_� MOBILE STRUCTURES TION This letter isinresponse bothe City of Tukxvla'squestions regarding the lease buildings being placed at Showalter Elementary School. In summary all these buildings were built as stock classroom buildings for use anywhere within the state of Washington. The buildings were permitted, inspected and approved by the.stateofWashington and each have agold seal permanently attached. The single classroom building, serial number 19216 was permitted and constructed as a stock classroom building. A PDF copy of the L&I approved drawing is attached. The building is ready for delivery directly from the factory, assoon asthe site |sready. The provided PDFcopy ofthe L6k|approved drawings with the building/serial number 19216 will match the serial number on the building. The double classroom buildings provided were previously used for a 1-year lease at Central High School. Both buildings will be disassembled at the high school and relocated to Showalter Middle School. These bui|dingswerebui|ta»"stock"c|assroornbui|dinQsforuseanyvvhereinthestateofVVashington.You'U note Centralia School District onthe title sheets. This isaconvenience title and does NOT signify any approvals other than bvthe State mfWashington. The provided PDF copy ofthe L&|approved drawings are for building serial numbers 18134-1914Z. Both Buildings were constructed under permits, inspection and approval by the State of Washington via the attachment of the Gold Seal toboth Midway inthe project last year Centralia School District added 2more buildings tothe lease, building serial numbers 192O10'192O2. These two buildings were given aGold Seal based onthe double class room drawings attached. |tis allowable 6vthe state ofWashington bobuild amodular building with a previously approved drawing. For convenience vvehave attached a engineered stamped drawing for building numbers 192OIand 19JOI The double classroom modular buildings being delivered to Showalter middle school or serial numbers 19l42and 192O2. Let us know if you have any other questions. yNike/Adous, Senior Project Manager Pacific Mobile Structures,inc. t� \C�,v C) k 0 1 13806415th AVE wsMarysville, WAo8271 360658.6364 pacific mobile.com City of Tukwi a Department of Community Development June 26, 2019 ALEXANDER CLARK AIA 105 SOUTH MAIN ST #323 SEATTLE, WA 98116 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D19-0101 SHOWALTER MIDDLE SCHOOL - 4628 S 144 ST Dear ALEXANDER CLARK, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. 1. All: T-1, A-1, A-2, A-3, A-4, A-5, M-1, M-2, E-1, E-2 sheets from Blazier Industries marked (REFERENCE ONLY, - FOR NEW MODULAR CLASSROOM FOR CENTRALIA SCHOOL DISTRICT.) Must be replaced with clean original plan set, wet sealed stamped, for Tukwila School District -Showalter project. With stamp (APPROVED FOR INSTALLATION) not (FOR REFERENCE ONLY). Also, with certified approval letter from Blazier Industries. 2. Please provide original scaled plans. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. Revision note summary only indicated "Revised plan with corrections". Please provide a precise list of those corrections and clearly cloud or mark on the plans exactly where those corrections can be found. Note: Contingent on response to these corrections, further plan reviewer may request additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, r / Kandace Nichols Permit Technician File No, D19-0101 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ` Tukwila School District Showalter Middle SchoW—TemponaryPodable Classrooms Page I Memorandum ��n�ra�� |Nm Date: Kandace Nichols From Permit Technician City of Tukwila Project: Tukwila School District Showalter Middle School Temporary Portable Classrooms May 8O.2O1g Alexander Clark, A|A Rolluda Architects, Inc Re: Applicant Response to Development Permit Application #O19-010Correction Letter #1 Dear Ms. Nichols, The following are our responses ho your updated Correction Ledar#1 dated May 08. 2019. Note: The temporary portable classrooms, to be used for less than 1 year, are provided by the Mobile structures vendor and are reviewed and approved by Labor and Industries. The permit package includes the foundation design and access ramps, with the building drawings provided for reference only. The site plans indicate access tothe temporary classrooms. BUILDING DEPARTMENT: LEE 8|PEat 1-305Gifyou have 1UPDATED OS-2818L8 Do$n:O4-11-19 Permit: O19-0101 1st Correction From: City of Tukwila DCD. Building Dept. Lee Sipe, Plans Examiner 03OUSou0hoenba,BLVDSuite #1OO Tukwila WA, S818D 1.(GENERAL INFORMATION NOTE) kiw questions regarding these comments. RECEIVE[} ��. �_� _,, , _~, N[WILA �� Y� `~—, �w ��xaPERMIT CENTER 1> 1,�v 0 1 ok PLAN SUBMITTALS: (K8in.size 11o17bomaximum size of34x38 all sheets shall bethe same size, New revised plan sheets shall be the same size sheets oothose previously subn`ittedj(If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared orwho had direct supervision over the preparation ofthe work, and date ofsignature. Specifications that are prepared by or under the direct supervision of a licensee shal contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are aportion ofabound specification document that contains specifications other than that ofon engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. RAARmsponme: Acknowledged. Tukwila School District Showalter Middle School — Temporary Portable Classrooms Page 2 (BUILDING REVIEW NOTES) 1. Revision note summary only indicated "Revised plan with corrections". Please provide a precise list of those corrections and clearly cloud or mark on the plans exactly where those corrections can be found. Note: Contingent on response to these corrections, further plan reviewer may request additional corrections. WAC 196-23-010 & 196-23-020 RAI Response: - Sheet G1.01TP: o Project Description: Clarification of scope of work. o Drawing Index: Revised Sheet numbers and names for Portable Classrooms. Sheet A1.02TP: o Added occupancy type, floor areas, occupancy loads and egress path of travel. Sheet A1.03TP: o Clarification of egress stairs location of double portable classroom. Double Portable MFR Sheets: o Replace Al, A2, A3, A5, MI, El, and E2 sheets for reference only with State of Washington of Labor and Industries permit approved stamp. a Added sheets T1, A4, M2 for reference only. Single Portable MFR Sheets: o Replace Al, A2, A3, A5, MI, El sheets for reference only with State of Washington of Labor and Industries permit approved stamp. o Added sheets T1, A4, M2 for reference only. [Life Safety plant [Exit Plan - General] Sec. 1022 2. Egress Plan, Exit Analysis and Exit plan. This is to include the exit access (1004), the exit (1005) and the exit discharge (1006) per Section 1001.1. 1004-1006 RAI Response: A. Each classroom per L&I approved review and Gold seal certification of modular buildings with (2) exterior doors per double classroom and (1) exterior at single classroom. B. See reissued A1.02TP showing classroom areas, occupancy loads and egress path of travel. Building egress per modular building vendor design. 3. Means of egress plan. Complete exiting plan showing occupant loads in all rooms and spaces, exit illumination, emergency backup lighting, exit path, exit widths, type and location of exit signs, direction of all exiting, exit access, exit discharge, location of occupant load signs, door sizes and types (power operated) including door hardware, i.e. all requirements of the IBC, for exiting chapter 10. 2015 IBC 107.2.3 RAI Response: A. Each classroom per L&I approved review and Gold seal certification of modular buildings with (2) exterior doors per double classroom and (1) exterior at single classroom. B. See reissued sheet A1.02TP for means of egress. C. Refer to reissued A-1 Portable Classroom approved permit sheets for door sizes, type and door hardware and lighting. Building egress per modular building vendor design. 4. Panic Hardware shall be provided in the following occupancies A (1007.2.5), E (1007.3.10) with 50 or more occupants, I (1007.5.8) with 50 or more occupants 2015 IBC RAI Response: A. Each classroom per L&I approved review and Gold seal certification of modular buildings with (2) exterior doors per classroom. B. Refer to reissued A-1 Portable Classrooms approved permit sheets for doors hardware. Building egress per modular building vendor design. Tukwila School District Showalter Middle School — Ternporary Portable Classrooms Page 3 5. Occupant load over 300 requires designated wheelchair spaces per Section 1103.1.2.1 and Table 11-A 1108.2.2.1 RAI Response: A. Not applicable to the project. Refer to T-1 Portable Classrooms approved permit sheets for occupancy loads. 6. Show all exits, openings and their sizes, and the allowable and actual number of occupants each exit is to accommodate 107.2.1 RAI Response: A. Each classroom per L&I approved review and Gold seal certification of modular buildings with (2) exterior doors per double classroom and (1) exterior at single classroom. B. See reissued A1.02TP showing egress path of travel. C. Refer to reissued A-1 Portable Classroom approved permit sheets for door sizes and T-1 for occupant loads. Building egress per modular building vendor design. 7. Use arrows to indicate the direction of travel and specify the number of occupants using each designated path 107.2.1 RAI Response: A. Each classroom per L&I approved review and Gold seal certification of modular buildings with (2) exterior doors per double classroom and (1) exterior at single classroom. B. See reissued A1.02TP showing egress path of travel. C. Refer to T-1 Portable Classrooms approved permit sheets for occupancy loads. Building egress per modular building vendor design. 8. Provide illuminated exit signs per Section 1013.3 RAI Response: A. Each classroom per L&I approved review and Gold seal certification of modular buildings. B. Building egress per modular building vendor design. 9. Provide emergency backup exit illumination per Section 10013.6.3.2 RAI Response: A. Each classroom per L&I approved review and Gold seal certification of modular buildings. B. Building egress per modular building vendor design. UPDATED 09-28-18 LS fAccessibilitv — All Occupanciesj 10. Provide interior elevations for all restrooms showing required ICC/ANSI A117.1-2009 and 2015 IBC clearances for accessibility. RAI Response: Temporary Classrooms use only. Restrooms provided in adjacent main building. 11. Parking for ADA TMC 18.56.080 RAI Response: Temporary Classroom Buildings. Existing parking to remain, no change. Temporary classrooms are accommodating building to be demolished and replaced. 12. Provide toilet room details for all toilet room accessories such as grab bars, sinks, water closets, et cetera, per ICC/ANSI A117.1-2009 RAI Response: Temporary Classrooms use only. Restrooms provided in adjacent main building. Tukwila School District Showalter Middle School — Temporary Portable Classrooms Page 4 13. [Floor Plan - Generall 14. Show all areas of the building 107.2.1 RAI Response: A. Refer to T-1 Portable Classrooms approved permit sheets for building areas. B. Permit for temporary portables only. 15. Identify all rooms and use 107.2.1 RAI Response: See reissued sheet A1.02TP identifying all rooms. 16. Designate primary use of all rooms and/or areas 107.2.1 RAI Response: See reissued sheet A1.02TP with primary use of all rooms, all classrooms. 17. Exterior wall envelope with details of the exterior wall envelope as required, including flashing, intersections with dissimilar materials, corners, end details, control joints, intersections at roof, eaves or parapets, means of drainage, water -resistive membrane and details around openings. Construction documents shall include manufacturer's installation instructions that provide supporting documentation that the proposed penetration and opening details described in the construction documents maintain the weather resistance of the exterior wall envelope. The supporting documentation shall fully describe the exterior wall system which was tested, where applicable, as well as the test procedure used per 107.2.4. RAI Response: A. Each classroom per L&I approved review and Gold seal certification of modular buildings. Refer to Portable Classrooms approved permit sheets for exterior building details. B. Building egress per modular building vendor design. 18. [General Plan Review -Checks] 19. All post to beams must have a mechanical (steel) connection 2304.11.1 RAI Response: See revised F-1 structural drawings for foundation. 20. Perforated walls must be detailed (straps and blocks at opening corners) 2308.4,.4 RAI Response: See revised F-1 structural drawings for foundation walls. 21. [Misc.l 22. T-Bar/suspended ceiling details 107.1 RAI Response: A. Each classroom per L&I approved review and Gold seal certification of modular buildings. B. Refer to reissued A-5 Portable Classroom permit sheets for ceiling details. 23. Provide cut sheets for all equipment. RAI Response: Each classroom per L&I approved review and Gold seal certification of modular buildings. r • `. Tukwila School District Showalter Middle School - Tehiporary Portable Classrooms Page 5 FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. 1. The hammerhead turnaround does not meet the required minimum 65 ft. legs measured from center of got radius. Each leg is 10 ft. short for a total of 20 ft. RAI Response: Hammerhead Turnaround was reviewed by Fire Marshal Mr. Don Tomaso under separate approved permit for the Showalter Middle School Renovations Project. Hammerhead work not under this permit. Gee. 4.1theastre-b WA-11_... 712AL toge..4,,po4IXAGC- 4-A31414 t)0141 '-rolevihS0 AM> *Ito AmAtoysis, HCAt>, 2. It is stated that the portable classrooms will be addressed on an additional permit. For informational purposes, an approved fire sprinkler system will be required in the portable classrooms. RAI Response: This permit is for the temporary portable classrooms. See attached letter from the Tukwila School District regarding conversation with the Fire Marshal and the allowance of non- sprinklered classrooms for temporary structures used less than a year, if temporary portables remain for more than a year, the school district will sprinkler the portable classrooms. Please let us know if you have any questions or further comments. Tha Ale nder Clark, AIA Ro uda Architects, Inc. Encl. Revised Drawing sheets: G1.01TP, A1.02TP, A1.03TP and F1. Portable classrooms state approved permit set for reference. Tukwila School District letter regarding sprinklers system on temporary classrooms. geoldh L. TPA #4, Vaq TowAso leceti*A04,6304 114,14.146.12.4/446 0,06104+14 1..) 540frattAre_e_ Atutp --1044 Phoi1/4t.ysls oF 6,4t4J --rog-N) jaitztliA). AT stiebmitenM. - " Alexander Clark From: Charlie Palmer <cpa|merDAHBLcom» Sank Thursday, May O9 20198:58AM To: Casey ]eszeck;Don Tomaso Cc: A|exanderOark;dtapp@ohbiconm;SusanNeaton;|k|ein@nhb|.com RE: Showalter Middle School Fire Lane Attachments: RE: Showalter Fire Lane t>1q10 0% cA As a follow-up, and per TFD comment "If the auto cad will verify that the proposed turn -a -round is adequate we will accept the design" and attached email with the auto -turn movement demonstrating the hammerhead is adequate for TFD fire trucks. Please verify that the hammerhead is approved. Charlie Palmer, PE | Project Manager AMBL. Inc. \ rAnoMA`msxrrLs'nponxms 'rm'or/so PERMIT CENTER 206.267.2425 TEL 1206,658.2665 DIRECT I cpalmer@ahbl,com EMAIL I Send us a file. RECEIVED CITY OF TUKW/yA MAY 3 0 2009 From: Charlie Palmer Sent; Thursday, May Og.2O1g6:5OAM To: Casey Don Tomaso Cc: 'Alexander Clark (Ro|uda Arch)'; Doug Tapp; Susan Nea[on; Lisa Klein Subject: RE: Showalter Middle School Fire Lane �� w�� 'NN "~ I�� v v*��—Oft— |don'tshnvvthatxvereceivedfina|vvrbtenapprova|forthefive|anehamnnerheadturn'a'nound. The permit for Showalter Middle School site work is approved, however Tukwila Fire Department recently commented on a portable building permit application (that included the approved fire lane hammerhead) with a comment about the hammerhead not meeting code. I don't know why there is now a comment on the hammerhead for the portable building permit. We have designed per Appendix D in the IFC, and we provided auto turn for this, and it is my understanding that TFD approved the plans back inSeptember 2O18. Please let meknow ifthis isnot the case. See below Figure DlU3.lfrom |P[and reference Sheet C51)1ofthe Showalter &4Splans ifnecessary: 1 7 SECTION 0103 MINIMUM SPECIFICATIONS \ 0103.1 Access road width with a hydrant %were a ilre hydrant Is !Mated art a rire apparatus access road, the mInImum road width shall be 26Teel (7925 lu Ne oi shoulders (see Num 0 V A n S 2 96DIAMETER CUL-DE-SAC 60-FOOT "'Y' 120' HAMMERHEAD Charlie Palmer, PE Project Manager AHBL, Inc. I TACOMA • SEATTLE • SPOKANE • TRI-CITIES 206.267.2425 TEL I 206.658.2665 DIRECT cpalmer@ahbl.com EMAIL Send us a file. 26' 20' MINIMUM CLEARANCE AROUND A FIRE HYDRANT 20' ACCEPTABLE ALTERNATIVE TO 120' HAMMERHEAD From: Casey Jeszeck Sent: Wednesday, September 19, 2018 1:10 PM To: Don Tomaso Cc: Charlie Palmer Subject: RE: Showalter Fire Lane Don, Just wanted to follow up with you again regarding the fire lane on Showalter MS. We would love to hear your thoughts on this so we can move forward. Thank you, Casey Jeszeck, EIT I Project Engineer AHBL, Inc. I TACOMA • SEATTLE • SPOKANE • TRI-CITIES 206.267.2425 TEL I 206,658.2679 DIRECT I cieszeckahbl.com EMAIL I Send us a file. From: Casey Jeszeck Sent: Thursday, September 13, 2018 4:39 PM To: 'Don Tomaso' 2 ` Cc: Charlie Palnner RE: Showalter Fire Lane I have run the Ladder Truck per Tukwila Spec through AutoTURN and have had success with the 130' hammer -head as we show in our plans. Please have a look at the model and let me know if you find it satisfactory. Thank you, Casey Jesowck,E[T>Project Engineer AHBL, Inc. | TAcomA^ssaTrLs` sponxws`rn/'omsu 2m6.a67.2425rsL|uns.s5D.u679DIRECT |cieozeckeohm.cvmEMAIL | Send usa file. From: Don llnnaso [nmaUto:DonJomasm@[[ukvvlaVVA.gov] Sent: Wednesday, September 12.ZO105:11 PM To: Casey ]eszeck Cc: Charlie Palmer Subject: RE: Showalter Fire Lane Sounds good! Don From: Casey ]eszech<[Jeszeck@4\H8Lcomn> Sent: Wednesday, September 12,2O103:3OPK8 To: Don Tomaso <DmnJomoyo@Tukwi|aWA.gov> Cc: Charlie Palmer <cpa|nmer@AH8Lcorn> Subject: RE: Showalter Fire Lane Thank you Don, I will run the simulation and let you know the results. Casey Jewzwuh,BT| Project Engineer AHBL. Inc. | rAcoMA^usATrLs^ oponAws`rn/'cmss 20l2Or,242orsL|xOO.Oo8.2O7gDIRECT |ciwszeox(WaxbionMEMAIL | Send uaafile. From: Don 7omnayo[nlaUto:OonJomaso(�OubwilaVVA.govl Sent: Wednesday, September12,2O18]:33PM To: Casey ]eszack Subject: RE: Showalter Fire Lane Casey. Attached is the Ladder Truck Spec sheet to use when you run the auto cad for the turning radius. If the auto cad will verify that the proposed turn -a -round is adequate we will accept the design. Don From: Casey Jeszeck<[Jeszeck0@AHQL.com> Sent: Wednesday, September 12,2O1Q12:43PK4 To: Don Tonnaso<Oon.Tonnasn@0TukwOaVVA.gnv» Subject: Showalter Fire Lane 3 Don, I wanted to reach out and talk to you directly about the fire access road proposed to be constructed on the north side of Showalter Middle School. The detail sketch you sent may be corresponding with a different style of hammer -head than we will be using on this project. Please see the attached sketch for clarification. What we are proposing is the layout in the upper left corner of the sketch with the exception that our total length is 130' by using 65' for each leg. The "acceptable alternative" layout to the right of Figure D103.1 would not be possible on this project due to site constraints. Please let me know if you have any other questions about this and feel free to give me a call to discuss. Thank you, Casey Jeszeck, EIT I Project Engineer AHBL, Inc. I TACOMA • SEATTLE • SPOKANE • TRI-CITIES 206.267.2425 TEL I 206.658.2679 DIRECT I cieszeckaahbl.com EMAIL Civil Engineers • Structural Engineers • Landscape Architects • Community Planners • Land Surveyors Visit us at www.ahbl.com. I Follow us on Linkedln and Facebook. j Send us a file. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 4 Alexander Clark From: Casey Jeszeck <CJeszeck@AHBL.com> Sent: Thursday, September 20, 2018 8:02 AM To: Don Tomaso Cc: cpalmer@ahbl.com Subject: RE: Showalter Fire Lane Attachments: 20180920 Showalter Fire Lane.dwg Don, Apologies, try this file. I have exploded the vehicle tracking element so it should now show with the base linework. Casey Jeszeck, EIT I Project Engineer AHBL, Inc. I TACOMA • SEATTLE • SPOKANE • TRI-CITIES 206.267.2425 TEL I 206.658.2679 DIRECT cieszeckAahbl.com EMAIL. 1 Send us a file. From: Don Tomaso [mailto:Don.Tomaso@TukwilaWA.gov] Sent: Wednesday, September 19, 2018 5:46 PM To: Casey Jeszeck Cc: Charlie Palmer Subject: RE: Showalter Fire Lane Casey, Can you send the file again, I do not think it came through correctly. The snip it below is what I see when I opened the file. 1111•••••• ..Thanks, Don From: Casey Jeszeck<CJeozeck@AH8L.com> Sent: Wednesday, September l9,2O1D1:10PM To: Don Tonnaso<Oon.Tomnoso@Tukxvi|aVVA.Qpv> Cc: Charlie Palmer <cpa|nner@AH8Lconn> Subject: RE: Showalter Fire Lane Just wanted tnfollow upwith you again regarding the fire lane onShowalter MS. VVewould love tohear your thoughts on this so we can move forward. Thank you, Casey Jwozmck,E|T| Project Engineer AMBL. Inc. | rxcoMA^wsxrrLs ' oponAws 'rm'nmss 2VV2Or.2425rsL|2W65O.2VrSDIRECT |uienzech6DohbioomEMAIL | Send vsafile. From: Casey ]esoeck Sent: Thursday, September13,2O184:]9PM To: 'Don Tonmaso Cc: Charlie Palmer Subject: RE: Showalter Fire Lane I have run the Ladder Truck per Tukwila Spec through AutoTURN and have had success with the 130' hammer -head as we show in our plans. Please have a look at the model and let me know if you find it satisfactory. Thank you, CaaeyJemoeck, E|T | Project Engineer AHBL. Inc. | racomx`ssArrLs ^ apowAws`Tn/'cmsa 2OV207.u*2arsL|onsao0,2879DIRECT |oieozaox(Wenm.00MEMAIL | Send uoafile. From: Don Tomaso, [mailto:Don.Tomaso(a)TukwilaWA.gov] Sent: Wednesday, September 12, 2018 5:11 PM To: Casey leszeck Cc: Charlie Palmer Subject: RE: Showalter Fire Lane Sounds good! Don From: Casey ]eszeck<C]eszeck@V\H8Lconn> Sent: Wednesday, September 1I,3O183:38PK4 To: Don Tomaso <Don.Tomaso@TukwiIaWA.gov> 2 .. y.` ^ �` ` . . Cc:[hodie Palmer <cPa|n1er(WVAHBL` ' » Subject: RE: Showalter Fire Lane Thank you Don, I will run the simulation and let you know the results. CmmeyJemzmch E[T|Project Engineer AHB4 Inc. I TxComx^SEA/TLE'8pOxAms-Tn/'CmsS 206,267,2425 TEL 1206.658,2679 DIRECT cieszeck(Mahbi.COM EMAIL I Send us a file. From: DnnTonnasu [nlailtn:DonJomaso(&TukwilaVVA.00vl Sent: Wednesday, September12, 20183:33PM To: Casey ]esoech Subject: RE: Showalter Fire Lane Attached is the Ladder Truck spec sheet to use when you nJO the auto cad for the bJO0iOg radius. If the auto cad will verify that the proposed turn -a -round is adequate we will accept the design. Don From: Casey ]eszeck <[]eszeck@AH8L.comn> Sent: Wednesday, September 12,2O1812:43PK8 To: Don Tonnaso<Oon.Tomaso@Tuhmi|aVVA.gov> Subject: Showalter Fire Lane I wanted to reach out and talk to you directly about the fire access road proposed to be constructed on the north side of Showalter Middle School. The detail sketch you sent may be corresponding with a different style of hammer -head than xxawill beusing onthis project. P|easeseetheattachedsketchforc|ah0cadon.VVhatvxeareproposinQisthe|ayoutin the upper left corner of the sketch with the exception that our total length is 130' by using 65' for each leg. The "acceptable alternative" layout to the right of Figure D103.1 would not be possible on this projectduetosi1e constraints. Please let me know if you have any other questions about this and feel free to give me a call to discuss. Thank you, Casey Jomoeck,BT| Project Engineer AHBL. Inc. | TxComA^ueArrLs'npoxAws^rm'cmsn Civil Engineers - Structural Engineers - Landscape Architects - Community Planners - Land Surveyors Visit us at Www,ahbl.corn. I Follow us on LinkedIn and Facebook. I Send us a file. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated frmnmmutsidetheCitvofTukvv|anetvxork.P|easeDO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 4 7 Tukwila a world of possibility $CHOOL DISTRICT I 4640 S. 144th St. Tukwila, WA 98168 I (206) 901-8000 I tukwila,wednet.edu May 15, 2019 Al Metzler Fire Project Coordinator/Senior Inspector Tukwila Fire Marshal's Office 6300 Southcenter Blvd., Suite 209 Tukwila, WA 98188 RE: Showalter Middle School — Temporary Portables Dear Mr. Metzler: b 15- 0101 RECEIVED CITY OF TUKWILA MAY 3 0 2019 PERMIT CENTER This letter is in regards to the Tukwila School District Showalter Middle School Temporary Portable Classrooms project D19-0101, in support of the TSD Showalter MS Renovations and Additions (D18-0348). During the design development of the Showalter MS in 2018, the school district had several conversations with former Fire Marshal, Don Tomaso. The discussions revolved around the ability to install Temporary Modular Classrooms for the 2019-20 school year, to facilitate the removal and replacement of the existing Building B on site. The school district stated that the temporary classrooms would be utilized for less than one full year. The new Building B would include new classrooms to replace the existing and temporary modular classrooms to the north of the main building. The Fire Marshal said it would be acceptable not to have to sprinkler the temporary portables if in place for less than a year. The project intent is to use the temporary modular classrooms for the 2019-20 school year only. During the summer of 2020, the temporary portable classrooms would be removed. In addition, the project intent is to remove the existing non-sprinklered modular classrooms along the same fire lane. The building permit for the Showalter Renovations and Additions has been approved. The permit for the temporary modular classrooms is for the foundation and placement only. The units were reviewed by L&I and gold sealed. The school district proposes if the temporary modular classrooms are not removed within one year, then the school district would fully sprinkler the temporary modular classrooms that remain in place. We appreciate your help in working with the school district on this project to create better learning environments for all City of Tukwila students. Please confirm your acceptance of the above conditions and restrictions. If you have any questions, please feel free to contact me at (206) 901-8020 or via email cardenasl@tukwila.wednet.edu. Regards, iliana Cardenas Director of Maintenance and Operations Cc: Dr. Flip Herndon, Superintendent, Tukwila School District JeffFeeney, Principal, KMB Design Alexander Clark, Principal, Rolluda Architects City of Tukwila Department of Community Development May 08, 2019 ALEXANDER CLARK AIA 105 SOUTH MAIN ST #323 SEATTLE, WA 98116 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0101 SHOWALTER MIDDLE SCHOOL - 4628 S 144 ST Dear ALEX, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be -approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. 1 have enclosed comments from the following departments: BUILDING DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • 1 UPDATED 09-28-18 LS Date: 04-11-19 Permit: D19-0101 1 st Correction From: City of Tukwila DCD, Building Dept. Lee Sipe, Plans Examiner 6300 Southcenter BLVD Suite #100 Tukwila WA, 98188 1. (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification documcnt that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (BUILDING REVIEW NOTES) 1. Revision note summary only indicated "Revised plan with corrections". Please provide a precise list of those corrections and clearly cloud or mark on the plans exactly where those corrections can be found. Note: Contingent on response to these corrections, further plan reviewer may request additional corrections. WAC 196-23-010 & 196-23- 020 [Life Safety plan] [Exit Plan - General] Sec. 1022 6300 Southcenter Boulevard Suite 11100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 \ 2. Egress Plan, Exit Analysis and Exit plan. This is to include the exit access (1004), the exit (1005) and the exit discharge (1006) per Section 1001.1. 1004-1006 3. Means of egress plan. Complete exiting plan showing occupant loads in all rooms and spaces, exit illumination, emergency backup lighting, exit path, exit widths, type and location of exit signs, direction of all exiting, exit access, exit discharge, location of occupant load signs, door sizes and types (power operated) including door hardware, i.e. all requirements of the IBC, for exiting chapter 10. 2015 IBC 107.2.3 4. Panic Hardware shall be provided in the following occupancies A (1007.2.5), E (1007.3.10) with 50 or more occupants, I (1007.5.8) with 50 or more occupants 2015 IBC 5. Occupant load over 300 requires designated wheel chair spaces per Section 1103.1.2.1 and Table 11-A 1108.2.2.1 6. Show all exits, openings and their sizes, and the allowable and actual number of occupants each exit is to accommodate 107.2.1 7. Use arrows to indicate the direction of travel and specify the number of occupants using each designated path 107.2.1 8. Provide illuminated exit signs per Section 1013.3 9. Provide emergency backup exit illumination per Section 10013.6.3. 2 UPDATED 09-28-18 LS [Accessibility — All Occupancies] 10. Provide interior elevations for all restrooms showing required ICC/ANSI A117.1-2009 and 2015 IBC clearances for accessibility. 11. Parking for ADA TMC 18.56.080 12. Provide toilet room details for all toilet room accessories such as grab bars, sinks, water closets, et cetera, per ICC/ANSI A117.1-2009 13. [Floor Plan - General] 14. Show all areas of the building 107.2.1 15. Identify all rooms and use 107.2.1 16. Designate primary use of all rooms and/or areas 107.2.1 17. Exterior wall envelope with details of the exterior wall envelope as required, including flashing, intersections with dissimilar materials, corners, end details, control joints, intersections at roof, eaves or parapets, means of drainage, water -resistive membrane and details around openings. Construction documents shall include manufacturer's installation instructions that provide supporting documentation that the proposed penetration and opening details described in the construction documents maintain the weather resistance of the exterior wall envelope. The supporting documentation shall fully describe the exterior wall system which was tested, where applicable, as well as the test procedure used per 107.2.4. 18. [General Plan Review -Checks] 19. All post to beams must have a mechanical (steel) connection 2304.11.1 20. Perforated walls must be detailed (straps and blocks at opening corners) 2308.4.4 21. [Misc.] 22. T-Bar/suspended ceiling details 107.1 23. Provide cut sheets for all equipment. FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • 1. The hammerhead turnaround does not meet the required minimum 65 ft. legs measured from center of radius. Each leg is 10 ft. short for a total of 20 ft. 2. It is stated that the portable classrooms will be addressed on an additional permit. For informational purposes, an approved fire sprinkler system will be required in the portable classrooms. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 To better expedite your resubmittal, a '.Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in son and will not be accpted through the mail or by a messenger service. Since Kandace Nichols Permit Technician File No, D19-0101 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COP11- PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0101 DATE: 07/03/19 PROJECT NAME: SHOWALTER MIDDLE SCHOOL SITE ADDRESS: 4628 S 144TH ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: $ *4 Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/04/19 Structural Review Required REVIEWER'S INIT ALS: DATE: r APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 08/01/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire EI Ping 0 PW D Staff Initials: 12/18/2013 .\/ 4 ,,ERWIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0101 DATE: 05/30/19 PROJECT NAME: SHOWALTER MIDDLE SCHOOL SITE ADDRESS: 4628 S 144TH ST Original Plan Submittal Revision # X Response to Correction Letter # 1 before Permit Issued Revision # after Permit Issued DEPARTMENTS: (04°\ ing Division Public Works tvvu Fire Prevention Structural Planning Division Permit Coordinator n • PRELIMINARY REVIEW: Not Applicable 1-1 (no approval/review required) DATE: 06/04/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/02/19 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: tleiLkf, Departments issued corrections: Bldg IV Fire El Ping PW Staff Initials: I2/18/2013 PERMIT a)ORD COPY -- PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0101 DATE: 03/29/19 PROJECT NAME: SHOWALTER MIDDLE SCHOOL SITE ADDRESS: 4628 S 144 ST X Original Plan Submittal Response to Correction Letter # Revision # after Permit Issued Revision # before Permit Issued DEPARTMENTS: L CO Building Division )CtkCktiVii9\ Public Works Fire Prevention Structural \1\() S ttabb Planning Division pm Permit Coordinator E. PRELIMINARY REVIEW: Not Applicable LJ (no approval/review required) DATE: 04/02/19 Structural Review Required REVIEWER'S INITIALS: DATE: P APPROVALS OR CORRECTIONS: DUE DATE: 04/30/19 Approved Corrections Required T (corrections entered in Reviews) Approved with Conditions I - Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 14' 1-1-1q Departments issued corrections: Bldg Ping 0 PW 0 Staff Initial.. I2/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov 0 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, elc. Date: Jul 18, 2019 D19-0101 Plan Check/Permit Number: Response to Incomplete Letter # Response to Correction Letter # 2 ID Revision # after Permit is Issued E] Revision requested by a City Building Inspector or Plans Examiner Lil Deferred Submittal # Project Name: SHOWALTER MIDDLE SCHOOL Project Address: 4628 S 144th St, Tukwila, WA 98168 Contact Person: Alexander Clark RECEIVED CITY OF TUKWILA JUL 1 9 2019 PERMIT CENTER Phone Number: 206-624-4222 Summary of Revision: Replaced sets "for reference only" with L&I approved permitted portable classrooms stamp and signed by engineers: - Double portables with serial number 19134-19142 - Single portable with serial number 19216 - Double portables with serial number 19201-19202. L&I licensing based on 19201-19202, as permitted by WA L&I. mOiroo\ u.arkiitt Lai -onc V2 °1 Sheet Number(s): Double portables 19134- 9142: Ti, Al, A2, A3, A4, A5, Ml, M2, El, E2 & Fl. Single portable 19216: "Cloud" or highlight Ti, Al, A2, A3, A4, A5, Ml, El, E2 & Fl. Double portabl 19201-19202: Al, A2, A3, A4, A5, Ml, M2, El, E2 & Fl. Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W:'Permil Center (Rachellc)\Kandace - Revision Submittal Form.doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Jul 03, 2019 Plan Cheek/Permit Number: D 19-0101 ❑ Response to Incomplete Letter # El Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA JUL 0 3 2019 PERMIT CENTER Project Name: SHOWALTER MIDDLE SCHOOL Project Address: 4628 S 144th St, Tukwila, WA 98168 Contact Person: Alexander Clark Phone Number: 206-624-4222 Summary of Revision: 1. Letter by Pacific Mobile Structures describing the portable buildings placed at Showalter Middle School. 2. Replaced GI.01TP Cover Sheet. Revise index to include Portable building sets for reference only. 3. Replaced sets "for reference only" with L&I approved permitted portable classrooms stamp and signed by engineers: - Double portables with serial number 19134-19142 - Single portable with serial number 19216 4. Added a set "for reference only" of double portables with serial number 19201-19202. L&I licensing based on 19201-19202, as permitted by WA L&I. Sheet Number(s): _ G1.01TP Cover Sheet, Double portables 9134-19142: T1, Al, A2, A3, A4, A5, M1, M2, El, E2 & FI. "Cloud" or highlight Single portable 19216: Ti, Al, A2, A3,4,, A5, M1, El, E2 & F1.pouble portables 19201-19202: Al, A2, A3, A4, A5, M1, M2, E1, E" Received at the City of Tukwila Permit Center by 0' Entered in TRAKiT on 7 '3-- ( 1 W:\Permit Center (Rachelle)\Kandace - Revision Submittal Form.doc Revised' August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: May 30, 2019 D19-0101 Plan Check/Permit Number: 0 Response to Incomplete Letter # rsi Response to Correction Letter # 1 Revision # after Permit is Issued LI Revision requested by a City Building Inspector or Plans Examiner fl Deferred Submittal # SHOWALTER MIDDLE SCHOOL Project Name: 4628 S 144th St, Tukwila, WA 98168 Project Address: Contact Person: Alexander Clark Summary of Revision: RECEIVED CITY OF TUKWILA MAY 3 11 2019 PERMIT CENTER Phone Number: 206-624-4222 Revised project description clarifying scope of work, occupancy and means of egress. Replaced "for reference" sets of L&I approved permitted portable classrooms. Provided Tukwila School District letter regarding fire sprinklers system at temporary portable classroom. Sheet Number(s): G1.01, A1.02, A1.03, Double portables: Ti, Al, A2, A3, A4, A5, MI, M2, El, "Cloud" or highlight E2 & FI. Single portable: T1, Al A2, A3, A4, A5, Ml, El, E2 & F1. Received at the City of Tukwila Permit Center by: 71-, Entered in TRAKiT on 057307/5 WAPermit Center (Rachelle)\Kandace - Revision Submittal Form.doe Revised: August 2015 Home Espailol Contact Search L&I Safety & Health Claims & Insurance Washington State Department of Labor & Industries A 7, fnd(x Heil) My I,K1 Workplace Rights Trades & Licensing PACIFIC MOBILE STRUCTURES INC Owner or tradesperson Principals HAAKENSON, GARTH PHILLIP, PRESIDENT HAAKENSON, JEAN ANN, SECRETARY (End: 10/20/2014) HAAKENSON, RICHARD E, OWNER, MEMBER (End: 10/20/2014) ALLEY, MARKUS S, VICE PRESIDENT (End: 10/20/2016) MOORE, GRETCHEN LEE, SECRETARY (End: 10/24/2018) Doing business as PACIFIC MOBILE STRUCTURES INC WA UBI No. 600 498 022 PO BOX 1404 CHEHALIS, WA 98532 360-748-0121 LEWIS County Business type Corporation Governing persons MARY JANE SHERIDAN WALTER E SHERIDAN; Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Registered training agent, Check their eligible programs and occupations. License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. PACIFMS033DC Effective — expiration 03/03/1997— 11/08/2020 Bond WESTERN SURETY CO Bond account no. 69913574 $12,000.00 Received by L&l Effective date Help us improve / 05/25/2005 05/26/2005 Expiration date Until Canceled Insurance West American I.. Co $1,000,000.00 Policy no. BKW57624779 Received by LAI Effective date 01/30/2019 01/31/2019 Expiration date 01/31/2020 Insurance history Savings No savings accoui s during the previous 6 year period. Lawsuits against t e bond or savings No lawsuits agaim. the bond or savings accounts during the previous 6 year period. L&I Tax debts No LSI tax debts a 3 recorded for this contractor license during the previous 6 year period, but some debts may be recorded t other agencies. License Violations No license vioiatic is during the previous 6 year period. Workers' c. mp Public Wor .s Requirements Workplace safety and health Washington State Dept. Labor & industries Use of th!.., site is subject to the laws of the state of Washington. Help us improve AC ASPHALTIC CONCRETE ID INSIDE DIAMETER ACC ACCESSIBLE INCL INCLUDE, INCLUDING AD AREA DRAIN INFO INFORMATION ADDM ADDENDUM INSUL INSULATE, INSULATION ADJ ADJUSTABLE INT INTERIOR AFF ABOVE FINISHED FLOOR IWO INDIRECT WASTE DRAIN AHU AIR HANDLING UNIT ALT ALTERNATE JAN JANITOR ALUM ALUMINUM JT JOINT ANOD ANODIZED APPROX APPROXIMATE KIT KITCHEN ARCH ARCHITECT, ARCHITECTURAL AUTO AUTOMATIC L LONG LAM LAMINATE, LAMINATED BD BOARD LAU LAUNDRY BLDG BUILDING LAV LAVATORY BLKG BLOCKING LT LIGHT BO BOTTOM OF LTG LIGHTING BOT BOTTOM BRG BEARING MAS MASONRY BRZ BRONZE MATL MATERIAL BSMT BASEMENT MAX MAXIMUM BUR BUILT UP ROOFING MECH MECHANICAL MED MEDIUM CAB CABINET MEMB MEMBRANE CB CATCH BASIN MEZZ MEZZANINE CEM CEMENT, CEMENTITIOUS MGT MANAGEMENT CER CERAMIC MFL MAXIMUM FORESEEABLE LOSS CG CORNER GUARD MFR MANUFACTURE, MANUFACTURE CI CASTIRON MH MANHOLE CJ CONTROLJOINT MIN MINIMUM, MINUTE CIP CAST -IN -PLACE MISC MISCELLANEOUS CL CENTERLINE MTD MOUNTED CLG CEILING MTL METAL CLO CLOSET MVBL MOVABLE CLR CLEAR N NORTH CMU CO CONCRETE MASONRY UNIT CLEAN OUT, CASED OPENING NIC NOT IN CONTACT COL COLUMN NO NUMBER COMM COMMUNICATION NOM NOMINAL CONC CONCRETE NTS NOT TO SCALE CONN CONNECTION, CONNECT OC ON CENTER CONSTR CONT CONSTRUCTION CONTINUOUS, CONTINUE OH OVERHEAD C CORRIDOR OD OUTSIDE DIAMETER CTRR R CENTER OPNG OPENING CU CUBIC ORD OPPOSITE ORD OVERFLOW ROOF DRAIN D DEEP, DEPTH OTS OPEN TO STRUCTURE ABOVE DBL DOUBLE DEMO DEMOLISH, DEMOLITION PBD PARTICLEBOARD DET DETAIL PRCST PRECAST DF DRINKING FOUNTAIN PD PLANTER DRAIN DIA DIAMETER PERP PERPENDICULAR DIAG DAGONAL, DIAGRAM PLAS PLASTER DIM DIMENSION PLYWD PLYWOOD DV DVIDE, DIVISION PNL PANEL DMPF DAMPPROOF, DAMPPROOFING PL PROPERTY LINE ON DOWN PR PAIR DR DOOR, DRESSING ROOM PRKG PARKING DS DOWNSPOUT PROP PROPERTY DWG DRAWING PT PAINT, POINT, PRESSURE TREAT[ PTN PARTITION E EAST EIFS EXTERIOR INSULATION & R RADIUS, RISER FINISH SYSTEM RCP REFLECTED CEILING PLAN EJ EXPANSION JOINT RD ROOF DRAIN, ROAD EL ELEVATION REF REFER TO, REFERENCE ELEC ELECTRIC, ELECTRICAL REINF REINFORCED, REINFORCING ELEV ELEVATOR READ REQUIRED ENCL ENCLOSE, ENCLOSURE REV REVISED, REVISION EP ELECTRIC PANEL RFG ROOFING EQ EQUAL RM ROOM EQUIP EQUIPMENT RO ROUGH OPENING ESCAL ESCALATOR RT RIGHT EXH EXHAUST S SOUTH EXP EXIST EXPANSION, EXPOSED EXISTING SCWD SOLID CORE WOOD SCHED SCHEDULE FCIO FURNISHED BY CONTRACTOR/ SD STORM DRAIN INSTALLED BY OWNER SECT SECTION FD FLOOR DRAIN SGL SINGLE FDC FIRE DEPARTMENT SHT SHEET CONNECTION SHTHG SHEATHING FDTN FOUNDATION SIM SIMILAR FE FIRE EXTINGUISHER SPEC SPECIFICATION FEC FRE EXTNGUSHER SPKLR SPRINKLER CABINET so SQUARE FH FRE HYDRANT Ss SERVICE SINK FHC FIRE HOSE CABINET SST STAINLESS STEEL FIG FGURE STC SOUND TRANSMISSION CLASS FN FINISH, FINISHED STD STANDARD FLEX FLEXIBLE STL STEEL FLR FLOOR, FLOORING STOR STORAGE FLUOR FLUORESCENT STRUCT STRUCTURAL FO FACE OF, FINISHED OPENING SUSP SUSPENDED FDIC FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR T TREAD FP FIRE PROTECTION, FIREPROOF T&G TONGUE AND GROOVE FR FRAME, FIRE RATED TEL TELEPHONE FRMG FRAMING TEMP TEMPERATURE, TEMPORARY FRT FIRE RETARDANT TREATED THK THICK, THICKNESS FT FTG FOOT, FEET FOOTING TMPD TEMPERED FUT FUTURE TO TOP OF FVC FIRE HOSE VALVE CABINET TSTAT THERMOSTAT GA GAGE TYP TYPICAL GALV GALVANIZED GEN GENERAL, GENERATOR UGND UNDERGROUND GFRC GLASS -FIBER UNFIN UNFINISHED REINFORCED CONCRETE UON UNLESS OTHERWISE NOTED GFRG GLASS -FIBER REINFORCED GYPSUM VERT VERTICAL GFRP GLASS -FIBER VEST VESTIBULE REINFORCED PLASTIC VNR VENEER GL GLASS VR VAPOR RETARDER GYP GYPSUM GYP BD GYPSUM BOARD W WEST, WIDE H HIGH W/ WITH HB HOSE BIBB W/O WITHOUT HD HAND DRYER WC WATER CLOSET, WALLCOVERING HDBD HARDBOARD WD WOOD HDW HARDWARE WH WALL HYDRANT HDWD HARDWOOD WP WEATHERPROOF, WATERPROOF, HM HOLLOW METAL WATERPROOFING, WORK POINT HO HOLD OPEN WR WATER RESISTANT HORIZ HORIZONTAL WT WEIGHT HR HOUR WWF WELDED WIRE FABRIC HT HEIGHT HVAC HEATING, VENTILATING, XFMR TRANSFORMER AND AIR CONDITIONING 1. ALL WORK SHALL CONFORM TO APPLICABLE CODES, LAWS AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK 2. (E) INDICATES EXISTING CONDITION, DIMENSION OR DATUM. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DATUMS AND LEVELS ON PROJECT PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR SHALL USE DIMENSIONS SHOWN ON DRAWINGS AND ACTUA FIELD MEASUREMENTS. CONTRACTOR SHALL NOT SCALE DRAWINGS. NOTIFY ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. PLAN DIMENSIONS SHOWN ARE TO FINISH OPENING, FINISH FACE OF CONCRETE AND FINISH FACE OF WALL FRAMING, UNLESS OTHERWISE NOTED. DIMENSION NOTED "CLEAR" INDICATES DIMENSION TO FINISH MATERIAL UNLESS OTHERWISE NOTED MEASURE TO EXISTING FACES. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTFY ALL DISCREPANCIES OR CONFUSIONS TO THE ARCHITECT AT THE TIME THEY ARE DISCOVERED. 6. CONTRACTOR TO COMPLY WITH MECHANICAL AND ELECTRICAL NOTES PROVIDED ELSWHERE OR UNDER SEPERATE CONTRACT. 7. MECHANICAL AND ELECTRICAL SUBCONTRACTORS SHALL OBTAIN ALL REQUIRED PERMITS. 8. CONTRACTOR SHALL COORDINATE WITH ALL TRADES, INCLUDING DESIGN BUILD DOCUMENTS TO VERIFY SIZE, LOCATION AND GENERAL CONSTRUCTION OF THOSE ITEMS. 9. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROTECT AS REQUIRED PRIOR TO COMMENCEMENT OF WORK. 10. CONTRACTOR SHALL MAINTAIN CURRENT RECORD DRAWINGS FOR ARCHITECTS PERIODIC REVIEW. 11. AS -BUILT DRAWINGS ARE BASED ON RECORD DRAWINGS AND ARE INCLUDED FOR REFERENCE AS TO THE SCOPE OF WORK ONLY. CONTRACTOR SHALL VISIT SITE PRIOR TO BID, EXAMINE EXISTING CONDITIONS AND INCLUDE ALL DEMOLITION REQUIREMENTS FOR THE SCOPE OF THE PROJECT IN THE CONTRACT SUM. NO ADDITIONAL PAYMENTS WILL BE MADE FOR FAILURE TO OBTAIN THE REQUIRED INFORMATION.. 12. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROTECT AS REQUIRED PRIOR TO COMMENCEMENT OF WORK. 13. CONTRACTOR SHALL COORDINATE THE WORK FOR ALL TRADES FOR OPENINGS THROUGH ROOF AND WALLS FOR PIPES, CONDUITS, AND EQUIPMENT. 14. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER, INCLUDING: SITE ACCESS, MATERIALS STORAGE, AND STAGING, INTERRUPTION OF ELECTRICAL AND MECHANICAL SERVICES AND TIMING OF NOISY AND DISRUPTIVE OPERATIONS. CONTRACTOR TO VERIFY SEQUENCE OF WORK WITH OWNER. 15. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, AND EQUIPMENT FROM DAMAGE. CONTRACTOR TO REPLACE IN KIND ANY SUCH ITEMS DAMAGED. 16. CONTRACTOR SHALL PROTECT ALL ROOF AND WALL OPENINGS FROM WATER PENETRATION DURING CONSTRUCTION. 17. CONTRACTOR IS RESPONSIBLE FOR CUTTING/WELDING AND HOT WORK PERMITS, AND MUST MEET FIRE DEPARTMENT STANDARDS FOR SUCH WORK. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date:¢ By: Crbl Zo(o - 438. 935o fio Scl+�lwl•e n^=nda+-qr 5 1p-ya _�' h �r�uirtit way�j(S JURISDICTION: CITY OF TUKWILA APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FIRE CODE ALL JURISDICTIONAL & APPLICABLE CODES ZONING: LDR SETBACKS TO YARDS: FRONT = 20' SIDE = 5' REAR = 10' BUILDING HEIGHT: 30' PARKING: (NO CHANGE) (E) STANDARD STALLS =115 (E) ADA STALLS = 7 (E) TOTAL STALLS =122 OCCUPANCY GROUPS: E - EDUCATION CONSTRUCTION TYPE VB - NON SPRINKLERED STRUCTURAL DESIGN CRITERIA: SOIL BEARING: 1,500 PSF, SITE CLASS D FOUNDATION: ROOF SNOW LOAD: 25 PSF FLOOR LIVE LOAD: 40 PSF WIND LOAD: 110 MPH EXPOSURE C, KZT=1.0 SEISMIC: CATEGORY D WASHING STATE DEPT. OF LABOR AND INDUSTRIES: DOUBLE PORTABLE CLASSROOM MFR BUILDING SERIAL NUMBERS: 19201 & 19202 (19134 & 19142, SIM) L&I PLAN APPROVAL NUMBER: 15FBS1800003A2 SINGLE PORTABLE CLASSROOM MFR BUILDING SERIAL NUMBER: 19217 (19216, SIM) L&I PLAN APPROVAL NUMBER: FBS1800121 REVISIONS TN9 changes snail be made to the-scOO@ IDD'(if WUrK wttnoutpr'or aporoval ofthe.- _ Tukwila,Bulldirlg p!ylsiQn__ NOTE: Revisions will require a no.,ptan mi{tal and may include additional plan revie PLANNING APPROVED . No changes can be madeto these plans without approval from the Planning Division of DCD Date: PROJECT DESCRIPTION: INSTALL (2) DOUBLE TEMPORARY PORTABLE CLASSROOM MFR BUILDINGS & (1) SINGLE TEMPORARY PORTABLE CLASSROOM MFR BUILDING ON PERVIOUS GRADING FOR LESS THAN 1 YEAR; APPROVED, REVIEW AND GOLD SEAL CERTIFICATION BY THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. PORTABLE PERMIT DRAWINGS SHOWN FOR REFERENCE FOR THIS PERMIT. SEE THE L&I PLAN APPROVAL NUMBERS LISTED UNDER CODE DATA ON THIS SHEET. SITE ADDRESS: 4628 S 144TH STREET, TUKWILA, WA 98168 PARCEL NO: 152304-9108 LEGAL DESCRIPTION: SECTION 15, TOWNSHIP 23 N, RANGE 4 E, W.M. CITY OF TUKWILA, KING COUNTY PROJECT TEAM OWNER: TUKWILA SCHOOL DISTRICT 4640 S 144TH STREET, TUKWILA, WA 98168 CONTACT: JEFF FEENEY, PROJECT MANAGER TEL: (206) 979-9370 ARCHITECT: ROLLUDA ARCHITECTS 105 S MAIN ST, SUITE 323, SEATTLE, WA 98104 CONTACT: ALEXANDER CLARK, AIA TEL: (206) 624-4222 GEOTECH SHANNON & WILSON ENGINEER: 400 N 34TH ST, STE 100, SEATTLE, WA 98103 CONTACT: MARTIN W. PAGE, PE, LEG TEL: (206) 632-8020 CIVIL ENGINEER: AHBL, INC 1200 6TH AVE #1620, SEATTLE, WA 98101 CONTACT: CHARLIE PALMER, PE TEL: (206) 267-2425 STRUCTURAL BRIGG ENGINEERING, INC ENGINEER: PO BOX 140537, GARDEN CITY, ID 83714 CONTACT: DEAN BRIGGS, PE TEL: (208) 871-0200 ELECTRICAL TRES WEST ENGINEERS ENGINEER: 2702 S 42ND ST #301, TACOMA, WA 98409 CONTACT: DAVID MOORERE TEL: (253) 472-3300 VICINITY MAP TUKMLA, t Xl GENERAL G1.01TP COVER SHEET CIVIL (FOR REFERENCE ONLY) C3.01 GRADING PLAN C4.01 CIVIL UTILITY PLAN C5.01 PAVING AND MARKING PLAN ARCHITECTURAL A1.01TP SITE PLAN -TEMPORARY PORTABLE CLASSROOMS A1.02TP ENLARGED SITE PLAN -TEMPORARY PORTABLE CLASSROOMS A1.03TP RAMP & STAIR PLAN & ELEVATION -TEMPORARY PORTABLE CLASSROOMS 2 DOUBLE PORTABLE 191341914 FOR REFERENCE ONLY) T-1 TITLE SHEET Z� A-1 FLOOR PLAN, DOOR & WINDOW SCHEDULE A-2 SECTION A -A, MATERIAL LIST & FASTENING SCHEDULE A-3 EXTERIOR ELEVATIONS A-4 DETAILS A-5 REFLECTED CEILING PLAN M-1 MECHANICAL PLAN M-2 MECHANICAL EQUIPMENT INFORMATION ADN NOTES E-1 ELECTRICAL PLAN E-2 ELECTRICAL SCHEDULES AND CALCULATIONS 2 SINGLE PORTABL 19216 (FOR REFERENCE ONLY) T-1 TITLE SHEET A-1 FLOOR PLAN, DOOR & WINDOW SCHEDULES 0 A-2 SECTION, FASTENING SCHEDULE & MATERIAL LIST A-3 ELEVATIONS A-4 DETAILS A-5 REFLECTED CEILING PLAN M-1 MECHANICAL PLAN AND NOTES E-1 ELECTRICAL PLAN E-2 ELECTRICAL SCHEDULES AND CALCULATIONS DOUBLE PORTABLE 19201-19202 (FOR REFERENCE ONLY) A-1 FLOOR PLAN, DOOR & WINDOW SCHEDULE A-2 SECTION A -A, MATERIAL LIST & FASTENING SCHEDULE A-3 EXTERIOR ELEVATIONS A-4 DETAILS A-5 REFLECTED CEILING PLAN M-1 MECHANICAL PLAN M-2 MECHANICAL EQUIPMENT INFORMATION ADN NOTES E-1 ELECTRICAL PLAN E-2 ELECTRICAL SCHEDULES AND CALCULATIONS F-1 28'x64' SHEARWALL FOUNDATION PLAN, ELEVS, NOTES F-1 28'x32' SHEARWALL FOUNDATION PLAN, ELEVS, NOTES 1 OF 1 ACCESS RAMPS & STAIRS STD PLANS, DETAILS, NOTES ELECTRICAL E0.0 ELECTRICAL LEGEND, ABBEVIATION AND NOTES E1.0 SITE PLAN - POWER E2.0 SITE PLAN - SYSTEMS E3.0 POWER ONE -LINE DIAGRAM E4.0 PANEL SCHEDULES AND LOAD CALCULATION E5.0 FIRE ALARM ONE -LINE DIAGRAM E6.0 SYSTEMS ONE -LINE DIAGRAMS E7.0 BUILDING FLOOR PLAN 1ST FLOOR FILE COPY Perm@ No. _. L) _'... Plan review approval Is subject to errors ana omiss,ons. Approvat of construction aoeumenis does', 'tot ati h nW gnof any adopted Code or ordinnceoved Fiela Copy and nowlegw: ay. Date: Q7 Cny of Tu Ia _ _ BUILDING DI ViS10N- CORR TION LTR# 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 112019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 0 3 2019 PERMIT CENTER rolluda architects architecture planning interior design 105 South Main Street Suite 323 Seattle, WA 98104 t: 206.624.4222 f: 206.624.4226 6250 REGISTERED ARCHI C�..-� le E fgolluda STATE OF WASHINGTON 75 G O�/ I.L.. J U) Cn U0U co � J Q I- 00n O N ((�tl.l� �w o�mocoo Q J 0 rn owm co w o =d = d cn �J- Q ma's mV 'Srnin Co > � 3 Y O co 5; �fn�NN D=.^W N�Zt33 1-U)F_ "THo 11-vhHLL3 REVISION DATE 1- PERMIT CORRECTION LTR #1 05/23/19 2 - PERMIT CORRECTION LTR #2 07/03/19 Design: AC Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 03-28-2019 Drawing Title COVER SHEET Drawing Number 6(1 r1l wir 040) 1/2"0x 5" LONG W/ 3" EMBEDMENT INTO PRECAST PAD TYP 2 PLACES (2) #3 BARS EACH DIRECTION q18. BOTTOM BARS TO BE 1" CLEAR F BOTTOM 16" BARS TO BE ASTM A-65, GRADE 60 1/2"0 x 4 1/2" LONG BOLTS W/ 1 1/2" 0 WASHERS CAD 32" O.C. AND 6"FROM EACH END 46 PT HF#2 POST TOE -NAILED TO BEAM & PADS 2x24" LONG PT HF#2 WOOD ) W/ 2X12X12 PT OVER; 4TERED ON 46 POST AND LED TO 2x12 1 PRECAST PAD DETAIL 6 M/L SUPPORT, STANDARD F1 Scale: 1/2 = V-0" F1 Scale: 1/2 = 1'-0" 4" 1/2"0 BOLTS THRU BOTTOM PLATE (2 PLACES 0 EA. PAD, 1/F1) 44 POST AT PADS * �16"x 16" REINFORCED CONCRETE L J L J PAD TYP., i/1`1 BOTTOM PLATE CORNER PAD VIEW B-B 2X4 PT TOP & BOTTOM PLATE CONC PAD, 1/E1 4X4 PT POST AT PADS 2x4 H.F. PT STUDS @ i6" O.C. V SHEAR WALL PER NOTES 6 WIDE GALV. r, MAX. MESH FROM SKIRTING TO RUNNER W/ GALV. STAPLES T&B ATTACH 2X4 PT PLATE W/ BOLTS PROVIDED IN PAD, 1/1`1 4BfE - 2X4 P.T. RUNNER W/ 120d STAKE EA. END i1 EXTERIOR WALL DETAIL F1 / Scale: 1/2 = V-0" CMU BLOCK • r� I L 7/i6" SKIRTING I Ir-� LILJ VIEW A -A _-- FLOOR STRUCTURE ATII /I rA WOOD SHIM AS NECESSARY 8x16 CMU BLOCKS PRECAST i6" SQUARE x 4" DEEP REINFORCED CONCRETE PAD TO PAD MIN. 1" OPTIONAL CORNER DETAIL F1l Scale: 1/2=V-0" SOIL ANCHOR PER NOTES, SHEET F-1. CROSS -DRIVE W/ SHOVEL PLATE SHOWN. PLAN BLOCKING 48 H.F. ##2 MIDSPAN SUPPORT'BEAM JACKSTAND 16" SQ. x 1" POLY N z PAD. ALT. 2x12x24" LONG PT HF#2 WOOD PAD 1/2"0 x 4 1/2" LONG BOLTS W/ 1 1/2" 0 WASHERS 32" O.C. AND 6"FROM EACH -PT WOOD SHIM AS NECESSARY - 8x 16 CMU BLOCKS PRECAST 16" SQ. x4" REINF. CONC. PAD, ALT: 2x12x24" LONG PT HF#2 WOOD PAD 6A M/L SUPPORT, OPTIONAL F1 Scale: 1/2=V-0" BLOCKING 48 H.F. H2 MIDSPAN SUPPORT EAM _j JACKSTAND PRECAST i6" SQ. x4" z REINF. CONC. PAD, c a n 2X8 BLOCKING 4X8 H.F. #2 MIDSPAN 2x8 PT BLOCKING SUPPORT BEAM 48 PT H.F.#2 MIDSPAN 4X4 HF#2 POST SUPPORT BEAM W/SHIMS TOE -NAILED TO BEAM 806 CMU BLOCK & PADS LONG P.T. z PRECAST 16" SQ. x4" WOOD PAD W/ 2x4 OVER WOOD P OVER N �- � REINF. CONC. PAD, CENTERED ON 44 POST ALT. 2x12x24" LONG AND NAILED TO 2x12 PT HF#2 WOOD PAD AMID -SPAN SUPPORT, STANDARD F1 Scale: 1/2 = 1'-0" FLOOR JOIST, TOE -NAILED TO BEAM 4x 8 H.F. #2 MIDSPAN BEAM PT 2x4x12" LONG POST BEARING BLOCK, NAILED TO BEAM & PT POST. PT 44 HF#2 POST TOE -NAILED TO BLOCK OR CMU BLOCK 2x12x24" LONG PT HF#2 WOOD PAD W/ 2X4 OVER CENTERED ON PT 4x4 POST AND NAILED TO PT 2x12 OR 16x16x4 CONC. PAD r81 MID -SPAN BEAM SPLICE FF� Scale: 1/2" = V-0" ML RIM JOISTS ROOF COLUMN WOOD SHIM AS NECESSARY PT 44 HF#2 POST TOE -NAILED TO RIM STRAP PER ANCHOR MANUF. z_ 6" (TY SOIL ANCHOR PER NOTE SHEET F-1 - 2x12x36" LONG PT PLATES {3) 2x12x72" LONG PT HF#2 WOOD PADS ANCHOR DETAIL 10 M/L POST SUPPORT, STANDARD Smile1/2 = V-0" F1 Scale: 1/2 = V-0" FLOOR STRUCTURE PT WOOD SHIM AS NECESSARY 8x i6 CMU BLOCKS PT 2x4 TOP & BOTTOM PLATE M 46 PT POST ® MA PADS TYP o PRECAST 16" SQUARE x 4" DEEP PAD, 5/F1, PER F1 N 6 1/4' ATTACH BOTTOM PLATE TO PAD W/ BOLT PROVDED IN PAD �1 M/L EXT.COL.SUPPORT t�) Sadba1/2/2"-0L i'-0" ja MID -SPAN SUPPORT, OPTIONAL F1 Scale: 1/2=V-0" r NOMINAL SHEATHING W/8d @ 4"/12" W/ WATERPROOFING TO 6" ABOVE GRADE. FLASH OVER EXPOSED WATERPROOFING OR USE UV STABLE WATERPROOFING PRODUCT. PT 2X4 W/(2)10D AT EACH JOIST PT 2X4@48" O.C.W/ U24 EACH END PT 2X4 RUNNER NAILED TO PLATE W/ 16D @ 6" O.C. 1/1`1 PER PLAN NOTES 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE. 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36". 9 BACKFILLED WALL DETAIL F1 Scale: 1/2=V-0" STRUCTURE PT WOOD SHIM AS NECESSARY r— 4x 16 CMU BLOCKS �z PRECAST 16" SQUARE x 4" DEEP PAD, 5/F2, PER Fi 1�M/L POST SUPPORT. OPTIONAL FFl / Scale: 1/2 = V-0" 1 FOUNDATION PLAN F 1 Scale: 1/4" = 1'-0" STRUCTURAL NOTES: CLASSROOM 1. GENERAL: IA. MODULAR BUILDING MAY VARY BY MANUFACTURER, VERIFY DIMENSIONS AND OTHER CHARACTERISTICS PRIOR TO BEGIN OF FOUNDATION INSTALLATION. MINOR VARIATIONS OF DIMENSION DO NOT CHANGE THE FOUNDATION DESIGN AND INSTALLATION REQUIREMENTS. 1.2. MODULAR BUILDING DESIGN CRITERIA ARE ESTABLISHED FOR GENERAL WORST CASE IN LARGE REGIONS. THESE FOUNDATION PLANS ARE DESIGNED FOR SMALLER MORE SPECIFIC DESIGN AREAS AND MAY NOT MATCH THE BUILDING DESIGN CRITERIA. MATCH THE FOUNDATION TO THE SPECIFIC SITE. BUILDING DESIGN MAY MATCH OR EXCEED FOUNDATION DESIGN CRITERIA. 2. DESIGN INFORMATION & LOADING: 2.1. BUILDING CODE IBC, 2015 2.2. RISK CATEGORY II 2.3. ROOF LIVE LOAD 25 PSF, SNOW 2.4. FLOOR LIVE LOAD 40 PSF OR 1,000# CONC. 2.5. WIND CRITERION 110 MPH, EXP C, Kzt=1.0 2.6. SEISMIC CRITERION SDS=1.0, SEISMIC CATEGORY D 2.7. SOIL BEARING 1,500 PSF, SITE CLASS D 3. CONCRETE: 3.1. DESIGN. COMP.STRENGTH 2,500 PSI 3.2. REINFORCING BAR YIELD 60 KSI 4. MASONRY: 4.1. 8x16x8 UNITS ASTM C-90, GRADE N 4.2. SET UNITS W/CORES VERTICAL & NO MORE THAN 3 HIGH, PER PLAN S. WOOD: 5.1. ALL WOOD MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF-STD OR BETTER, UNLESS NOTED OTHERWISE. 5.2. ALL WOOD IN CONTACT OR WITHIN 8-INCHES WITH SOIL SHALL BE PRESERVATIVE TREATED. 5.3. CONNECTORS USED IN PRESERVATIVE TREATED WOOD MEMBERS SHALL BE STAINLESS STEEL OR HOT -DIPPED GALVANIZED TO THE GALVANIZING WEIGHT AS SPECIFIED IN IN ASTM A 153. 5.4. PROVIDE 18" MIN, CLEARANCE FROM SOILTO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. 6. SPECIALTY ITEMS: 'MINUTEMAN' OR EQUAL, www.minutemanproduxcts.com 6.1. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,00011 6.2. SOIL ANCHORS SHALL BE "MINUTEMAN" IN CONFORMANCE WITH THE TYPE SPECIFIED BY THE MANUFACTURER FOR THE SITE SPECIFIC SOILS AND SHALL CONFORM TO THE FOLLOWING: 6.2.1. DESIGN WORKING STRESS LOAD OF 3,150# W/ AN ULTIMATE STRENGTH LOAD OF 4,725# 6.2.2. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. 6.2.3. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. 6.2.4. ANCHORSTO BE ONE OF THE FOLLOWING: 6.2.4.1. SOIL CLASS 1 (ROCK): 36-XDH 6.2.4.2. SOIL CLASS 2 (ASPHALT W/GRAVEL BASE OR GRANULAR STRUCTURAL FILL, 24" MIN. DEPTH): (2) 36-XDH W/'MMASD2A' STABILIZER PLATE. 6.2.4.3. SOIL CLASS 3 (LOOSE SANDS & GRAVELS, STIFF SILTS & CLAYS): 4430-DH AUGAR-ANCHOR SET VERTICAL W/"MMASD2A' STABILIZER PLATE INSTALL. 61A.4. SOIL CLASS 4 (LOOSE SANDS, FIRM CLAYS AND SILTS, ALLUVIAL FILLS): 4636-DH 4 AUGER ANCHOR SET VERTICAL W/MMASD2 STABILIZER PLATE. 6.3. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. 1)r1d1v IV I 7. VENTING: 7.1. INSTALL A CLASS [VAPOR RETARDER OVER THE CRAWISPACE AREA TO EXTERIOR OF BUILDING. 7.2. PROVIDE CRAWL SPACE VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT 1 NET SF OF VENTILATION PER 1500 SF OF FLOOR AREA. 8. ACCESS: 8.1. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE IBC CODE. 8.2. PROVIDE 18" MIN. CLEARANCE UNDER FROM SOIL TO UNDERSIDE OF ALL BUILDING STRUCTURE. 9. SITE CONDITIONS: 9.1. FOUNDATION SUBGRADE TO BE 4-INCHES OF ROAD -MIX GRAVEL, STRUCTURAL FILL OVER UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL,. 9.2. STRUCTURAL FILLTO BE COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D-69& 9.3. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. GRADE OF 2%. 10. SPECIAL STRUCTURAL INSPECTION (IBC CHAPTER 17): 10A1 NO SPECIAL STRUCTURAL INSPECTION IS REQUIRED REVIEWED FOR CODE COMPLIANCE APPROVED JUL 112019 City of Tukwila BUILDING DIVISION RECFIVED CITY OF Ti KS VISA htAR 2 9 2019 ?ERMIT CENTER QoF;�„ t Cs `,x4,NGINfFR\ _ 12327 P� 399 yyR �� , w9^19376_��a " OREGON M RENEWS: 0912712019 1/2"Ox 5" LONG W/ 3" EMBEDMENT INTO PRECAST PAD TYP 2 PLACES R6" 2) #3 BARS EACH DIRECTION OM BARS TO BE 1" CLEAR F BOTTOM ARS TO BE ASTM A-65, GRADE 60 "I -s PRECAST PAD DETAIL Scale: 1/2 = V-0" 4" 1/2"0 BOLTS THRU BOTTOM PLATE �- r (2 PLACES @ EA. PAD, 1/F1) T 44 POST AT PADS PAD TYP., 1/F1 d d . 116"x 16" REINFORCED CONCRETE L -I L I BOTTOM PLATE CORNER PAD VIEW B-B 2X4 PT TOP & BOTTOM PLATE CONIC PAD, 1/F1 4X4 PT POST AT PADS 2x4 H.F. PT STUDS @ 16" O.C. Wf SHEAR WALL PER NOTES 6' WIDE GALV, j" MAX. MESH FROM SKIRTING TO RUNNER W/ GALV. STAPLES T&B ATTACH 2X4 PT PLATE W/ BOLTS z4BfE PROVIDED IN PAD, 1/F1 ��-2X4 P.T. RUNNER W/ 120d STAKE EA. END ii EXTERIOR WALL DETAIL F�/ Scale: 1/2=V-0" CMU BLOCK • r� I 7/16" SKIRTING I Ire LIL-i VIEW A -A - III -eIII ,-FLOOR STRUCTURE WOOD SHIM AS NECESSARY /1-806 CMU BLOCKS PRECAST 16" SQUARE x 4"' DEEP REINFORCED CONCRETE PAD A BOTTOM PLATE TO PAD b EPDXY BOLT MIN, 1" OPTIONAL CORNER DETAIL �../ Scale: 1/2 = V-0" SOIL ANCHOR PER NOTES, SHEET F-1. CROSS -DRIVE W/ SHOVEL PLATE SHOWN. PLAN STRAP PER ANCHOR MANUF. SOIL ANCHOR PER NOTE SHEET F-1 ANCHOR DETAIL 3c dle1/2 =1'-0„ FLOOR STRUCTURE PT WOOD SHIM AS NECESSARY 8x 16 CMU BLOCKS PT 20 TOP & BOTTOM PLATE n 46 PT POST @ M/L PADS TYP o PRECAST 16" SQUARE x 4" DEEP PAD, 5/F1, PER F1 `v N 6 1/4' ATTACH BOTTOM PLATE TO PAD W/ BOLT PROVIDED IN PAD M/L EXT.COL.SUPPORT FF� Scdros/1/2I"-0-- 1'-O" /2"4 x 4 1/2'" LONG BOLTS f/ 1 1/2" 4 WASHERS @ 32" .C. AND 6"FROM EACH END x6 PT HF#2 POST TOE -NAILED 0 BEAM & PADS x12x24" LONG PT HF#2 WOOD AD W/ 2X12X12 PT OVER; ENTERED ON 46 POST AND AILED TO 2x12 M/L SUPPORT, STANDARD F1 Scale: 1/2 = V-0" 1/2"4 x 4 1/2" LONG BOLTS W/ 1 1/2" 4 WASHERS @ 32" O.C. AND 6"FROM EACH -PT WOOD SHIM AS NECESSARY -Bx 16 CMU BLOCKS PRECAST 16" SQ. x4" REINF. CONC. PAD, ALT: 2x12x24" LONG PT HF#2 WOOD PAD 6A M/L SUPPORT, OPTIONAL F1 Scale: 1/2-V-0" BLOCKING BLOCKING 48 H.F. #2 MIDSPAN 4x8 N.F. #2 MIDSPAN SUPPORT EAM SUPPORT EAM JACKSTAND JACKSTAND rLONG 16" SQ. x 1" POLY PRECAST 16" SQ. x4" zPAD, ALT: 2xl2x24" r REINF. CONIC. PAD, 1 PT HF#2 WOOD PAD 2X8 BLOCKING 4X8 N.F. #2 MIDSPAN 2x8 PT BLOCKING SUPPORT BEAM 48 PT H.F.#2 MIDSPAN tTft�SUPPORT 4X4 HF#2 POST BEAM W/SHIMS TOE -NAILED TO BEAM 8xl6 CMU BLOCK & PADS LONG P.T. PRECAST 16" SQ. x4" WOOD PAD W/ 2x4 OVVERER WOOD P N z REINF. CONC. PAD, CENTERED ON 4x4 POST ALT: 2xl2x24" LONG AND NAILED TO 2x12 PT HF 2 WOOD PAD # 7 MID -SPAN SUPPORT, STANDARD F1 Scale: 1/2=V-0" JOIST, TOE -NAILED TO BEAM 4x 8 H.F. #2 MIDSPAN BEAM PT 2x4x12" LONG POST BEARING BLOCK, NAILED TO BEAM & PT POST. PT 44 HF#2 POST TOE -NAILED TO BLOCK OR CMU BLOCK 2x12x24" LONG PT HF#2 WOOD PAD W/ 2X4 OVER CENTERED ON PT 44 POST AND NAILED TO PT 2x12 OR 16x16x4 CONC. PAD %a \ MID -SPAN BEAM SPLICE F� Scale: 1/2" = V-0" lA MID -SPAN SUPPORT, OPTIONAL 11 F1 Scale: 1/2=V-0" J" NOMINAL SHEATHING W/8d @ 4"/12" W/ WATERPROOFING TO 6" ABOVE GRADE. FLASH OVER EXPOSED WATERPROOFING OR USE UV STABLE WATERPROOFING PRODUCT. PT 2X4 W/(2)10D AT EACH JOIST PT 2X4048" O.C.W/ U24 EACH END PT 2X4 RUNNER NAILED TO PLATE W/ 16D @ 6" O.C. 1/F1 PER PLAN NOTES: 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE. 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36". �1 BACKFILLED WALL DETAIL F1 Scale: 1/2=V-0" 1 FOUNDATION PLAN- F1 Scale: 1/4" = V-0" STRUCTURAL NOTES: CLASSROOM 1. GENERAL: 1.1. MODULAR BUILDING MAY VARY BY MANUFACTURER. VERIFY DIMENSIONS AND OTHER CHARACTERISTICS PRIOR TO BEGIN OF FOUNDATION INSTALLATION. MINOR VARIATIONS OF DIMENSION DO NOT CHANGE THE FOUNDATION DESIGN AND INSTALLATION REQUIREMENTS. 1.2. MODULAR BUILDING DESIGN CRITERIA ARE ESTABLISHED FOR GENERAL WORST CASE IN LARGE REGIONS. THESE FOUNDATION PLANS ARE DESIGNED FOR SMALLER MORE SPECIFIC DESIGN AREAS AND MAY NOT MATCH THE BUILDING DESIGN CRITERIA. MATCH THE FOUNDATION TO THE SPECIFIC SITE. BUILDING DESIGN MAY MATCH OR EXCEED FOUNDATION DESIGN CRITERIA. 2. DESIGN INFORMATION & LOADING: 2.1, BUILDING CODE IBC, 2015 2.2. RISK CATEGORY it 2.3. ROOF LIVE LOAD 25 PSF, SNOW 2.4. FLOOR LIVE LOAD 40 PSF OR 1,000# CONC. 2.5. WIND CRITERION 110 MPH, EXP C, Kzt=1.0 2.6. SEISMIC CRITERION SDS=1.0, SEISMIC CATEGORY D 2.7. SOIL BEARING 1,500 PSF, SITE CLASS D 3. CONCRETE: 3.1. DESIGN COMP.STRENGTH 2,500 PSI 3.2. REINFORCING BAR YIELD 60 KSI 4. MASONRY: 4.1. 8x16x8 UNITS ASTM C-90, GRADE N 4.2. SET UNITS W/CORES VERTICAL & NO MORE THAN 3 HIGH, PER PLAN S. WOOD: S.1. ALL WOOD MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF-STD OR BETTER, UNLESS NOTED OTHERWISE. 5.2. ALL WOOD IN CONTACT OR WITHIN 8-INCHES WITH SOIL SHALL BE PRESERVATIVE TREATED. 5.3. CONNECTORS USED IN PRESERVATIVE TREATED WOOD MEMBERS SHALL BE STAINLESS STEEL OR HOT -DIPPED GALVANIZED TO THE GALVANIZING WEIGHT AS SPECIFIED IN IN ASTM A 153. 5.4. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. 6, SPECIALTY ITEMS: 'MIN UTEMAN'OR EQUAL, www.minutemanproduxcts.com 6.1. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# 6.2. SOIL ANCHORS SHALL BE "MINUTEMAN" IN CONFORMANCE WITH THE TYPE SPECIFIED BY THE MANUFACTURER FOR THE SITE SPECIFIC SOILS AND SHALL CONFORM TO THE FOLLOWING: 6.2.1. DESIGN WORKING STRESS LOAD OF 3,150# W/ AN ULTIMATE STRENGTH LOAD OF 4,725# 6.2.2. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. 6.2.3. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. 61A. ANCHORS TO BE ONE OF THE FOLLOWING: 6.2.4.1. SOIL CLASS 1 (ROCK): 36-XDH 6.2.4.1 SOIL CLASS 2 (ASPHALT W/GRAVEL BASE OR GRANULAR STRUCTURAL FILL, 24" MIN. DEPTH): (2) 36-XDH W/'MMASD2A' STABILIZER PLATE. 6.2.4.3. SOIL CLASS 3 (LOOSE SANDS & GRAVELS, STIFF SILTS & CLAYS): 4430-DH AUGAR-ANCHOR SET VERTICAL W/"MMASD2A' STABILIZER PLATE INSTALL. 6.2.4.4. SOIL CLASS 4 (LOOSE SANDS, FIRM CLAYS AND SILTS, ALLUVIAL FILLS): 4636-DH 4 AUGER 6.3. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECO IMMENDATIONS. 7. VENTING: 7.1. INSTALL A CLASS I VAPOR RETARDER OVER THE CRAWLSPACE AREATO EXTERIOR OF BUILDING. 7.2. PROVIDE CRAWL SPACE VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT 1 NET SF OF VENTILATION PER 1500 SF OF FLOOR AREA. 8. ACCESS: 8.1. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE IBC CODE. 8.2. PROVIDE 18" MIN. CLEARANCE UNDER FROM SOILTO UNDERSIDE OF ALL BUILDING STRUCTURE. 9. SITE CONDITIONS: 9.1. FOUNDATION SUBGRADE TO BE 4-INCHES OF ROAD -MIX GRAVEL, STRUCTURAL FILL OVER UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL,. 9.2. STRUCTURAL FILL TO BE COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D-698. 9.3. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. GRADE OF 2%. 10. SPECIAL STRUCTURAL INSPECTION (IBC CHAPTER 17): 10.1. NO SPECIAL STRUCTURAL INSPECTION IS REQUIRED OF REVIEWED FOR CODE COMPLIANCE APPROVED JUL 112019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF 1 tS1.��tI-A MNR 2 9 2019 ,HERMIT CENTER !�Ep PRor-,",, 12327 PE OREGON W. ALUMINUM MODULAR RAMP & STAIR SYSTEM CONFIGURATION OPTIONS TYPICAL COMPONENT SIZES _. LANDINGS: PLATFORM UNITS CAN BE BOLTED TOGETHER FOR LARGER PLATFORMS ... RAMPS: 48" WIDE UNITS CAN BE BOLTED TOGETHER TO FORM A MAXIMUM 30' RAMP RUN ... STAIRS: MAX. 6"-7" RISE x 12" TREAD x 48" WIDE NOTE: WHERE DOOR CLEARANCE ALLOWS, STAIRS CAN BE ADDED TO ANY/ALL OF THE CONFIGURATIONS SHOWN BELOW. ❑ A TYPICAL SINGLE DOOR CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN �jE PSS 5'-0" ❑ B TYPICAL SINGLE DOOR CONFIGURATION ❑ G TYPICAL DOUBLE DOOR CONFIGURATION NUMBER OF RISERS/TREADS VARIES RAMP LENGTH VARIES; MAX. 30' RUN I I i ��E 0 in 5'-0„ 5'-O" 15'-O" I -I ❑ D TYPICAL TWO -BUILDING COMMON LANDING CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN 01 P55 P55 P55 4- 'o1 P55 P55 P55 I ADDITIONAL 2P.MP OR STAIR 5'-O" 1 5'-0"' 5'-0" f 1 T "I ❑ G DOUBLE DOOR EXIT'/8" ❑ j CUSTOM CONFIGURATION DETAIL 3 11"0 (TYP) HS1kx1j (TYP) P55 P55 P55 ❑ E TYPICAL INTERMEDIATE LANDING CONFIGURATION ❑ F TYPICAL SWITCHBACK CONFIGURATION RAMP LENGTH VARIES; MAX. 30' RUN RAMP LENGTH VARIES; MAX. 30' RUN �I P55 P55 P55 P55 5'-0„ o 5'-0" P55 5'-0" ❑ H ALTERNATE DOUBLE DOOR EXIT'/8" = 1'-o" DETAIL 6 HANDRAIL BOTH SIDE OF RAMP SECTION C HANDRAIL BOTH SIDE OF RAMP PICKET SUPPORT RAIL HHSI�"x%' 3 HOLES PER SUPPORT, TYP J"DIA. GRADE 11"X.125 DETAIL 3 5 ZINC AL. ANGLE DOWN FOR TREAD. T MIDDLE AND ON ENDS THROUGH PE. i" GRADE 5 p BOLTS. :12 = SLOPE, TYP. SEE SECTION C-, _-____---- (2) �" BOLTS. SPACE 2" APART ON CENTER, TYP OF ALL HANDRAIL ANCHORS. 1�]-TRT 16x16 ABS PAD UNDER POST W/(1) SDS25112 THRU (1) OF (2) HOLES IN POST FOOT TO PAD Z P55 P55 P55 I I I 0'-5 0'-2 15' ❑ DUMPSTER RAMP'/8" 1-1/2"x12"x60" TRACTION TREAD PLANK (+32") 1-1/2"X12"X48" TRACTION TREAD PLANKS 36" OSHA RAIL ON RAMP P54 P54 R41 42" OSHA RAIL "S" BRACKET W/TECH-� SCREWS 14" SQ. TUBE, J" THICKNESS, 6063 T6- -SEE DETAIL 5 NOTE:,USE THIS RAILING FOR 30-INCH TYPICAL ELEVATION tWITH STANDARD RAIL) TOTAL PLATFORM R HEIGHT. SCALE:"=1'-0" SEE DETAIL 6 FOR CONNECTION DETAIL SEE DETAIL 3 OF RAMP SECTION FOR HANDHOLD 8' OR 10' LENGTH 1 RAMP -11" FOR 1 RAMP TION o TION 0FOR -11" FOR 8' RAMP SECTION -WELD EXTRUDED T-BAR SHAPE ON ENDS 1j"xij"x.120" SQ. TUBE CROSS OF EACH RAMP SECTION & LEG SLEEVES MEMBER IN MIDDLE OF EACH RAMP - DETAIL E SECTION. WELD TO LEG POCKETS AND USE (3) (GRADE 5) 1}- EQUAL SPACED BOTTOM OF EXTRUDED L-BAR SHAPE. BOLTS WHEN JOINING RAMP SECTIONS TOGETHER. NOTE: USE THIS RAILING TYPICAL ELEVATION (INSTALLED WITH GUARDRAIL) FOR TOTAL PLATFORM SCALE: 1"=''-O" HEIGHT GREATER THAN 30-INCHES. 3"Xi-1/2"X.125" AL PLATE W/TECH SCREWS FOR AL.IGNMENTI OPTIONAL ADDITIONAL 5'X5' PLATFORM/S. 3"X1-1/2"X.125" AL PLATE W/TECH SCREWS FOR ALIGNMENT I t+'J OPTIONAL ADDITIONAL 5'X5 PLATFORM/S. PIER BASE 5/16"1 0 CORNERS 11"xt}"x>�" FILLER ANGLE. PLACE ENDS UNDER TREAD HOLDDOWN ANGLE TO SECURE IN PLACE. T-SHAPE EXTRUSION END PLATE 'ter a SECTION B Lt RAMP SUPPORT RAIL SCALE: 3"=1' / \\ 7 i" \\ 1 1 I I t I 1 r \ / FK NOSING DETAIL �- T-SHAPE EXTRUSION END PLATE SECTION A RAMP CONNECTION SCALE: 3"=1' TRACTION TREAD T- O (2) s" Ox 4" LAG BOLT GALV. OR SDS300 @ EACH 5-FT PLATFORM SECTION ADJACENT BUILDING 1/4" TRACTION TREAD PLANK PLANK �I N SECTION D PLATFORM SUPPORT RAIL & CONNECTION TO BUILDING SCALE: 3"=1' AL. VERT. HAND RAIL 1}"0}"x.125 SQ. 12" LONG 1j"xtd"x.125" SQ. TUBE INSERT. WELD TO 4"x4"x}" AL. BASE PLATE J"x2" AL. FLAT BAR THAT CONNECTS RAMP STRINGERS J"xtj" AL. PLATE WELDED TO EXTRUSION TO MAKE CONTINUOUS L SHAPE SECTION C RAMP END TRANSITION END LEG SCALE: 3"=E' CODE COMPLIANCE GENERAL NOTES: 1. IBC 2015, CHAPTER 10 COMPLIANT 1. THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ANY OTHER ASSEMBLY THAN 2. ANSI A117.1-2009 COMPLIANT PRODUCTS PRODUCED BY WELCOME RAMP SYSTEMS, INC. PRODUCTS PRODUCED THE STANDARDS SET FORTH IN THESE DRAWINGS AND ACCOMPANYING DESIGN. 3. RAMP SLOPE, MAX.RISE 1:12 2. THE RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN DESIGNED TO MEET IBC = (VERY HORZ) / REQUIREMENTS. THE VERTICAL DESIGN LOADING CRITERIA IS 100 PSF UNIFORM LIVE LOAD AND 300# LIVE OR DEAD CONCENTRATED LOAD. USES FOR LOADS IN EXCESS OF THOSE 4, CROSS SLOPE, MAX. = 2% STATED ABOVE REQUIRE REDESIGN BY WELCOME RAMP SYSTEMS, INC. 5. STAIR RISE = 7" MAX., 4" MIN. 3. RAMP DESIGN LIMITS: THE SLOPE SHALL BE 1:12. THE MAXIMUM CROSS SLOPE SHALL BE LESS THAN 2%. THE MAXIMUM RUN SHALL BE 30', THE MAXIMUM HEIGHT WITHOUT 6. DESIGN LOADING: ADDITIONAL ENGINEERING JUSTIFICATION SHALL BE 48" FROM THE PLATFORM TO FINISHED 6.1. DECK/RAMP 100 PSF GRADE. 4. WELCOME RAMPS, PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING. 6.2. STAIR TREAD 300 LBS. / TREAD 5. DETAILS SHOW MOST USED HEIGHTS, OTHER HEIGHTS ARE SIMILAR. 6.3. RAILING 50 PLF/200 LBS. CONC. 6.4. LATERAL LOAD 600# PEDESTRIAN DYNAMIC MATERIAL SPECIFICATIONS LOADING PER 30-FT RAMP PLANKING: 6.5, WIND LOAD 135 MPH, EXP C, Kzt=2.0 6.6. SEISMIC LOAD Sds=1.0, SEISMIC CAT. D' THIS DESIGN IS LIMITED TO GS METALS PLANKING MATERIALS. _� RAMP: ALL PLANKING SHALL BE 13 GA. 12"W x 1 1/2" DEEP. 7. DOOR CLEARANCE AS REQUIRED BY IBC. PLATFORM: ALL PLANKING SHALL BE 13 GA. 12" W x 1-1/2" D. SEE PLAN FOR "' / LENGTH. B. STANDARD 3 LINE RAIL FOR COMPONENTS 30" STAIRS: ALL PLANKING SHALL BE 11 GA. 12"W x 2" DEEP. OR LESS FROM GRADE TO WALKING SURFACE LEGS: OF RAMP, LANDING, OR STAIR. LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING GROUND. ... LEG MATERIAL SHALL BE 1-1/2" SQ.X .120" AL.TUBING. - 9. 42" VERTICAL PICKET GUARDRAIL FOR - LEG POCKETS SHALL BE 1.781" SQ X .125" AL. TUBING. COMPONENTS OVER 30" FROM GRADE TO ADJUSTING BOLT - 3/8" X 2-1/4" GRADE 5 CAP SCREW W/NYLON LOCK NUT, ZINC WALKING SURFACE OF RAMP, LANDING, OR PLATED STAIR. ALUMINUM: ... THE 1-1/2" AL. HANDRAIL SHALL BE 6063-T5 WITH A YIELD STRESS OF 16 KSI. 10. GRASPABLE CONTINUOUS HANDRAIL AT 36" OFF ••• ALL OTHER ALUMINUM PARTS SHALL BE 6061-T6 ALUMINUM WITH A YIELD STRESS OF RAMP, PLATFORM, OR STAIR NOSING. INSTALL 35 KSI. BOTH SIDES OF STAIRS AND RAMP. HAND RAILS: STAIRS AND RAMPS: USE 1-1/2" SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND 11. HANDRAILS TO EXTEND 12" HORIZONTALLY OVER HORIZONTAL RAILS EXCEPT THE TOP 1-1/2" ROUND HAND RAIL. WALKING SURFACE AND RETURN TO WALL OR ... STANDARD HANDRAIL (W/O PICKETS) IS ALLOWED ON FINISHED PLATFORM HEIGHTS OF RAIL COLUMN. 30" AND LESS. ALL PLATFORM HEIGHTS ABOVE 30" SHALL USE PICKET STYLE HANDRAILS. 12. RAMP AND RAILINGS TO HAVE CURBS WHICH DO PLATFORM: USE 1-1/2 SO. X 5/32" THICK WALLED TUBING FOR POSTS AND ALL NOT ALLOW PASSAGE OF 4" SPHERE WHERE HORIZONTAL RAILS. ORIGINAL POSITION OF SPHERE IS WITHIN 4" OF ... HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 36 INCHES VERTICALLY THE WALKING SURFACE. ABOVE WALKING SURFACES. WELDING: 13. FOOTING INFORMATION: ... ALL REFERENCES TO WELDING ON PLAN SET REFER TO IN -PLANT FABRICATION. NO 12"x12"x1-1/2" P.T. WOOD OR 12"x'2" ON -SITE WELDING IS REQUIRED. PRE -MANUFACTURED ABS PAD REQUIRED UNDER _- FABRICATION PLANT WELDING BY WELDERS CERTIFIED BY A THIRD PARTY INSPECTOR AND ALL ADJUSTABLE LEGS. IN ACCORDANCE WITH ANSI/AWS D1.2 CODE. ... WELD SIZES ARE EQUAL OR LARGER THAN THE ELEMENT BEING WELDED. ... WELDING IS ALL AROUND UNLESS OTHERWISE NOTED. CARE IS TAKEN TO AVOID EXCESS WARPING OF WELDED ELEMENTS. FABRICATOR TO CERTIFY ASSEMBLED PART ARE PER THE DRAWINGS PER IBC 1704.2.2. O TS: - ALL BOLTS SHALL BE GRADE 5 ZINC PLATED, UNLESS OTHERWISE SPECIFIED. PROVIDE LOCKING WASHERS UNDER ALL NUTS AND ANCHOR BOLTS UNLESS OTHERWISE SPECIFIED. _. HIGH STRENGTH BOLTS ARE DESIGNED AT LESS THAN 50% CAPACITY FOR ADDITIONAL FACTOR OF SAFETY AND DO NOT REQUIRE SPECIAL INSPECTION. TECH SCREWS: ... ZINC PLATED #10x1j", SELF TAPPING. �o CL Q n. '9 z 'n z ffi- " ca Q lD m LLI U j Y3 e K X n �o WOm o_� (3) 1/2"0 BOLTS Ya" NOSING RADIUS, EQUALLY SPACED THRU TOP & BOTTOM 1/4" X 7" STAIR END ALUMINUM PLATE (4) 3/8" BOLTS, TYP. PER INTOPLATFORM. TREAD PLATFORM 3,4, OR 5 AL. TREADS PER O -9" HEIGHT VARIES STAIR. 11" RUN 16 GA.X 1" a7-15/16- AL. STAIR FLAT GALV. PLANK, STEEL, TYP. 2"x12"x48" 1/4" x 8" ALUM. PLATE CARRIAGE 7" RISE SEE DETAIL 5 7" RISE LEVELING FOOT DETAIL 2 -STAIRWAY ELEVATION SCALE: 1 /2"=1" STAIR TO MEET ANSI [CC A117.1-2009 SECTION 504 AND IBC 2012 SECTION 1009 42" VERTICAL PICKET GUARDRAIL w/BALLASTS TO PREVENT A 4" SPHERE FROM PASSING THROUGH WHEN OVER 30" ELEVATION, BOTH t SIDES OF STAIR. d- 23" PLATFORM INSTALL BOLT WITH 1" MIN. CLEAR IN STRINGER PLATE N AROUND HOLE. (TYP.) 2" x 2" x 3/16" ^ RECEIVER TUBE j M 5" LONG (TYP.) STAIR PLANK, 1/4" MARGIN, TYP. 2" X 12" X 48" DETAIL 1 -STAIR HAND RAIL 1-1/2" AL ANGLE, O M SCALE: 1/2"=1' 3/16" THICK STAIR TREAD STIFFENER z (C) PLATFORM INSTALL BOLT WITH 1" MIN. CLEAR IN STRINGER PLATE 'n AROUND HOLE. (TYP.) ICJ 2" x 2" x 3/16" -4_1 RECEIVER TUBE EC 5- LONG (TYP.) O r5 F HANDRAIL BOTH SIDE OF STAIR 12" 0'-1 1 /2" HANDRAIL CONNECTION, DETAIL 6 4-LONG X 1-3/4" X 1-3/4" X 0.25" AL. ANGLE WITH (2) O7� 3/8" TACK SCREWS I INTO POST. WELD HANDRAIL TO ANGLE DETAIL 3 ALL AROUND. HANDHOLD REVIEWED FOR SCALE: 1/2"=1' CODE COMPLIANCE APPROVED DPIRES: 09/27/2019 N zz J cr- V)uj ~ v06 Q Q �I= Q g� 0 z z U Q W F- Ir (L Wi ^) c'! E O z� O o � N 0 av 6j \ w D O m 0 ( m U) Ld C.) z I- („ 0 Q :ELli J Q F U) >- � I- L li U3 CL 2z Q Q U) w 0 LL1 0 J LLJ 0< Q U 0 Q 'S Q - JUL 112019 w W City of Tukwila 0oI7g>ii z �o a o I m o BUILDING DIVISION w W w F- z 01_ THREADED IL 041 w 0= = Q w w ADJUSTMENT nECF!VEO I- o a WNNw I I (%ITYOF i`ilKWf1_A w�a <3Nw� 23" DETAIL 5 LEVELING FOOT SCALE: 3"='' N 4" (C) 17 1/4" MARGIN, TYP. STAIR PLANK 2"x12"x48" SPEED IL 4" HANDRAIL TIE DETAIL 4-- STAIR HAND RAIL 1-1/2" AL. ANGLE, SCALE: 1/2"=1' 3RE6D THICK STAIR DETAIL 6 TREAD STIFFENER HANDRAIL CONNECTION SCALE: 3"=1' w p w w • _MIT CENTER w ~ w Im oommog O w w w a. 00:1ml 2 Z •aowl- W Z J w0 o�w3� a g IYi� J = Z,3 8w � F- �� BH W 0 = r-- o �30 wa (E)CROSSWALK TYP. NEW CONC WALK, SEE CIVIL & LANDSCAPE - (E)BUS STOP (E)SIDEWALK I U t- W W� 4a t—o o2 UjI SCALE: V=30'-T (E) MAINT. N.I.C. 7 (E)FH 5.5° 92' - 0" I it �I I (E)FLAGPOLE I x-7� % 100'-3''(E) ll � �I f (E)SMSSIGN (E)BIKE TG RACK is (E)STADIUM TRACK CONC PAD, SEE CIVIL REPAIR PAVING @ TRENCHING, (E)STADIUM REPAIR ASPHALT 64' - 11 1/2" SEE CIVIL SEATING & RAMP PAVING, SEE CIVIL X—X—x X—X—X—X—X—x=X=X=�X= -- - _ -, x xTx x _ -- — x—x _x—X x_x7X_._x—x-� x—x—x X—x_ x=x— X=x—x—x—x— ✓� (E) GRAVEL FIRE LANE _ ❑CB (E)BUS TURN CB / ELTAROUND'�o ` � Ar1F � (E)ASPH- (E)ASPH. (E)BLDG C °cE>PIV 1-STORY 1 BID ALTERNAT #1: STAND-BY G ERATO CB CONC STAI , SEE CIVIL I o PLA TI AREA (E)CONC. I� c I' L, (E)ADMIN N.I.C. x—x—x'=x CONC RETAINING X� /WALL, SEE CIVIL N 07_31'19" E j GRAVEL FIRE LANE 33.15° —� CB❑ ? HAMMERHEAD I w I CB� (E) BASEBALL BACKSTOP r � I II % SEE DSCAP _ - - I I (E) BASEBALL FIELD co ° o (E)BEN,CH i p O (E) PIV (E) PLANTER I O r J I I (E)BIKE RACK COVERED 'I BELOW GRADE STORM PLANTER WALK (E)BLDG D I ( I WATER DETENTION PIPE \ z REPLACE CONC 1-STORY ; I I REPAIR LAWN @ STAIR & RAIL ; I NORM WATER, SEE uy CANOPY _ _ _VIL � '_ I _ _ _ ABOVE NEW 4' W ASPHALT WALK BY OTHERS RAMP/STAIR n ' I /� LANDING, TYP. - CB OWER — — _� POLE, :� ; ui I ( FOIO F010JJ M o STAIR/LANDING, I TYP. - F010 i1 Ct� (E)CANOPY ROOF / 1 : 0 L rn w ABOVE ( i 00 COVERED Lu v ;) P WER( ATA I co WALK & 2-STORY I Q z P LE - F 10 I o BRIDGE I REPAIR GRAVEL FIRE a 2i LANE @ STORM w tu I ( WATER, SEE CIVIL M74 142'79" (E) it 0 ui ? � /(E)PLANTER (E)BIKE �f (E)PLAPTER� (.(� FH 1( r RACK E CW—(E)LTG TYP E CW 1�� o PAPK�Ns / b�� I 1 AREA OF i a - �PANT CURB YELL W� 8 WORK _ RRP NTSTRIPFR AND i' / - rnu , "NO PARKING" BENCH PLANTER, r CB ❑ p i REVIEWED FOR I ( CODE COMPLIANCE 10 i i 11 — `r a0 E () CN PY ' ( / (E) G APPROVED L _ H R 0 I A OV� I I J r - FIR NE /; I JUL 112019 (E)LTG COCURBS, 1� 17 (E)GRASS / �� — S iAIRNC S &RAMP" `— — — — — — _ _ _ _ _ _ City of Tukwila - — / _ (E) CHAIN BUILDING DIVISION i �— L J _ _ — -.--- Ixzx—x='x_x=x=x—x�x—xl=x=x= GATE f These plans have been reviewed by the public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not autborize violations of � 7 adopted standards or ordinances. The responsibility I for the adequacy of the design rests totalh with the designer. Additions, deletions or recisions to these I / drawings after this date will void this acceptance \ and Mill require a resubmittal of revised drawing (E)LTG �� / Q for subsequent approval. / o I- , 19 GRASS U I the acceptance is subjectto field inspection by 10 // `O W I the Public works utilities inspector. By: — — — — — — — — — — — X-X-X=x=X—x-x—x—x—x—,X—x—x—x—x- 608.88° N 01° 31'19" E (E) 8'H HEDGE TO REMAIN TYP. r®llu a architects architecture planning interior design 105 South Main Street Suite 323 Seattle, WA 98104 t: 206.624.4222 f: 206,624.4226 6250 REGISTERED ARCHI C� le E Fgolloda STATE OF WASHINGTON 2 O U) ~O� U=U U) � CO J Q J F) OHO Oda Cr F f- rn CA I.— < irk o W '2 ti � ° °o O cAR t 0 20MC9 US co 0) m �O� � w Cl) REVISION DATE Design: AC Drawn: MM Checked: AC Project No, 331-17-01 Issuance PERMIT SET Date: 03-28-2019 Drawing Title SITE PLAN — TEMP PORTABLE CLASSROOMS Drawing Number RAMP/STAIR LANDING, TYP., FOIO STAIR/LANDING, TYP. , FOIO ELEC TRANSFORMER, POWER, SYSTEM PANEL, SEE ELECTRICAL REPAIR GRAVEL FIRE LANE @ STORM WATER, SEE CIVIL ELEC TRANSFORMER, POWER, SYSTEM PANEL, SEE ELECTRICAL 1 I REVIEWED FOR CODE COMPLIANCE APPROVED JUL 11 2019 City of Tukwila BUILDING DIVISION rolluda architects architecture planning interior design 105 South Main Street Suite 323 Seattle, WA 98104 t: 206.624.4222 f: 206.624.4226 6250 REGISTERED AR' CT lex E. I�olluda STATE OF WASHINGTON U) O O IY J U) ~ J O U=U U)�m � J <C E— �ry o f 1 ry W ry W0 t� 0W m 0 UU J To�c0 W, °o < O c~n rn 2Q � 'S O FFo— VSQ�o� (J) 0) 0 m 0- � Q Y TOT y LU J_ � NCO _ = Z) W Q I— U) I— two t I- O � f- E- LL REVISION DATE Design: AC Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 03-28-2019 Drawing Title SITE PLAN — ENLARGED TEMP PORTABLE CLASSROOMS Drawing Number 17 SITE PLAN - ENLARGED TEMP PORTABLE CLASSROOM SCALE: 1" =10'-0" 0 MAR 2 9 2019 PERMIT FiN jvW9111"Oull, i (111111111111M 64'- 0" 13- - 6" 32'- 0" P R OR BL 0 0 BU IN TE 0 Y P TA E C SS OM IL G, IC . EM ED 0 ER M R2 0 B W S M 02 EO RAMP & STAIR PLAN - TEMPORARY PORTABLE CLASSROOMS SCALE: 1/4" = I'-U' SAFETY GLAZING AT WINDOW OPENINGS ADJACENT TO RAMP FIXED EXPANDED MTL SCREEN IN STL FRAME, TYP ALUMINUM HANDRAIL & RAMP SYSTEM SEE MFR DRAWINGS FOR DETAILS, TYP GUARDRAIL, TYP 30'- 0" 15' - 0" 1: 12 MAX SLOPE ALUM GUARDRAIL & LANDING T.O. RAMP (DASHED) PRESSURE TREATED SEE MFR DRAWINGS FOR BASE PADS, TYP DETAILS, TYP ELEVATION @ RAMP & STAIRS - TEMPORARY PORTABLE � C �LAS S ROO M SCALE: 114" = I' T AIL 'EA SIDE, TYP STEPS & HANDRAILS SEE MFR DRAWINGS FOR DETAILS, TYP 30'- 0" 1:12 MAX SLOPE H U 30'- 0" 1: 12 MAX SLOPE RAMP DOWN 101-01, LANDING REVIEWED FOR CODE COMPLIANCE APPROVED JUL 112019 City of Tukwila BUILDING DIVISION 3'- 8" RECEIVED �ITY OF TUKWILA MAR 2 912019 PERMIT CENTER rolluda architects architecture planning interior design 105 South Main Street Suite 323 Seattle, WA 98104 t: 206.624A222 ,5250 REGISTERED '3 ARC C I� �E W - luda STATE OF ASHINGTON U) 75 0 0 y r C0 U) F- 0 0 r c) LU F- U) I U) W C r- 0 17) 0 0 ry >- W ag W W 12.1) C/) < ry 0 Cl) M < 0 U) M 0 x Q P7- < E -5 CU 5 W �0 M 0 W1- F- U) W i- LL REVISION DATE Design: AC Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 03-28-2019 Drawing Title RAMP & STAIR PLANS & ELEVATIONS Drawing Number Nit \ s a9' 17'- - - - - - -- - ' - V 87 - EG EG _ --� B2K-1- - III - - - - - - - - o FG, 275.74 AS1 7 FG 275.57 G: 275.00 FG: 275.09 FG 273.93 FG 273.93 _ \�� X-- z: 7.00: -- - - / FG 275 X -- - ' -- ----- -- --- ---- 7.00' FG: 274 -- - - -- --. -. These plans have been reviewed b the Public a 1 --_ - - - v _ _ - - `� I � cR,- _-- � _ •FG: 275.88 EntacxRs) ��- k'-- fro - Works Department Y \ / \ - - - - - - FG 275.68- - ._ - FG: 275.23 F - - - p rtment for conformance with current R- - - - - - - __ - - - - G:275.23 FG:274.08 e _ _ City standards. Acceptance is subject to errors and _ - - - - - - - - - - - Rlaa \ omissions which do not author ze violations of class _ E 16" CPP N 2. 0' \ adopted standards or ordinances. The responsibility `\ \ ' j ` T = - -- - -�74 - - - - - TEMPORARY PORTABLE a SE a III I X R3� �\ - - _r- --7 - =i -� - TEMPOTtARYFORTABLE ErEMP�jcff for the adequacy -_ G: 276.61 FG 276.-21 FG: 276.06 F Y \of the design rests totaii with the ORTABLE desi FG: 274.79 - t i0IIs, deletions or revisions to these EG: 275.9-T - _ _ _ € � C2 G. itt o revise raw 5 date - -� EG 276 57 � 1 FG: 273.71 \ andjl ill r utrYi?1� resubmill� void this nee � s d drawings l (I ( ' � (� ( \ � - .,. :.�.®: """ - �� -�---------_•-�_-� � �. D for su se4� :iP� oval. IF 14 Ix I � I -o \ t --' .,.-.�.�.�.._ti�-- ._,.�..,�._,..,.,,-,a,.m "" EG.276.45 EG 276.37 �' X-(-_TW 278181 GRASS / Fin a ^,�YSr -- --�-•----� ----.� W.. � -� �, i®' "ID` - ' � Y_ o (� 1 acce ranee issubjectto field in,pe I BV:78.3 I - EG: 274.64 5 I a A �blie ' orks utilities Inspector. fi the n by I I I( R-VEc RIM - 2i 3 V Date: p GRAVEL EG 274.70 Pvc w - E 9 \ ` BY:. - - ' _ \\\ - - - _ FG: 278.17 \ = o \\ co I r-- --- 14"' C N. 26 8\ 9 - �� - - II II I I : f l m FG 277.84 I / / / / ; %% / / / /� . - - EG 27.47 E277.36 fo Res' _ / �%/ / / a 'RASs / TT / /i i 7 GRASS /' / -�- I / -i .1 FG:275,46 - } I - -�--- C8 (sot D LID) I� / EG: 275.01 \ / RIM = 277.63 -- 1 / ---r'.+� �Ca ( Yr% II) GRAVEL \ `PORTABLE '� PdLE / i -� 1 I 1 IE 4' IP N 275-63 (CAPPED) / I I \- _ i J C':Pn 278 32 CB (TY' II) A l /I - V I� 1s c sP 27010 RIM EG; 274.98 i IE 6" CONC N - 27b63 / Q---X�� (I (/ / IE 16 CMP E = 27012 /I IE 16" CLIP W 26922 \ \ \ - vC _ -- _-D ---- /fi z7 \ / _ 7 1 I I I I 1 D - - D � }-" / -.-�, / / / //�/// (/( IF G PVC = 270 82 / IF 16' CMP E 269 46 - --- r -- PVC .G J - - - ---�J TAMT-'� �_ \ \ -I / -IE 6' PVC S 270.82 /I IE 0" CONC SW = 2fi9.46 ,/ F: 275.6 4' C_LF \ -FG278.27 -- D -- `r-, _ ^- D ,I'� L/=L a/!A' - %�_�.j cFG275A6 says - - - RA SS E 278.84! E i nvy.,C.I - D -� C-r - D ci FG- 2�.65 \ \ \ \ G:27S4 / _ r-=---1-,--I--_---- - II � �.,��j G,'.,SS\ \ \ \ \\\ t 111 RIM . 2/7.P3 , I 4 I -I CI I \� I �-- - -S / oec FG z7 89 /cRA" \ i \ k It p Q` _ tr° / etv / 6" s' J/ sPH 1 O / IE 12" PVC E 272.85 - > 1 4LLE \� a -T CVf i A \ \ \ O / � IF 1z" PVC s vzs2 1I � F :289 V / IE 10" PVC SW - 275.98 / I -------- �- - \'° II �A1 =L1 \ \ 280. FG:zso.3a / I /��,//// '////// ; // /////','i//�j mass vV vs" I v F 280. FG:280.30 3 0 DEC FG:2so.3s / / /'; a / t / Ri=n = 276.10 / s' �s\ �l i CL'� f / 1 IE 6' PVC V� - 270.02 / C�LV ASPH GRASS I I / f I IE 8" PVC SE R. 93 i FINISHED FLOOF. = 280.40 �FINISNCD FLOOR 280.46 � cs Isoup u)) / -t I I I /! I / /g" I% SDMH I A RIM 276.10 � I IE 10 CONC HE = 270.00 / Je -fJ� 's\ RIM = 273.47 �\\\ I : / � II d / IE 76' CidP E 270.60 / I - C14 / IE 36" CHANNEL W, SE = 268.73 U \ BUILDING D -V / Q/ \ E s" DI s = 270,77 ®j( ? i SN,0,1- LTEf< fHDDI c SC'-i00L / BUILDING C FINNISHED FLOOR = 2so-45' / N� _ I ASPH ` �� / CB-� Sv. FF 280-401 i Rlrn - 27s.68 / �1 \ csa.s\r / 1 E 5' DI E = 272.s1 / F \ \ 1 ? X 6" P�rC S = 272.86 GRH'SS ( ✓ /// � J I NISHEo FLooR 28043 CI S \ / f' RII4 280.17 � 1 % �IE PVC W 278.47 asPN IF 4 PVC E = 278,4s IE s' Pvc S = 278.14 / \\ \\ I V IIR / I / � f GRASS � colic o� C „,"�-TC ro c i / �, A V \' / '•� FG 283.60 �� } ( �a s"' -.._--FG 28423 / / °r IRR \x I d � ASPH II 1 it ') FG: 2ao.3a j I - - e ASPF - - �-�-� ,._a� / �,/./. ,/.� '..\�\� _ \// RIN J9.57 4 EG 28051 `--- -- - ---- - L -ic N 276,91 CB I - - - GONC ° . �/ IE 6- PVC E 27T27 ° COn1C� ASPH far g CRASS �.., f EG.284.42 RIM = 27s.9s ASPH D \ /, / I \ I 7 I q �-�IF 6" Pvc S - 27 .'2 V I \ / q6 I t IF 12 CPP N = 274.80 CwNC e a� IE 12" PVC SW 276.S9 I IE 12' CPR E = 274.82 _ / 280i.00'< / 8" CPR S - 276,76 ° ° A< - / I EG 279 IE 8" PVC S = 274.82 coHC' \ ovc I I A i Q - I !E 8" PVC NW = 276.62 FGF 7z> ( \ V A / W:2 9 4 S Rlrn - v93� = `7047 W:2i9.1 n '! I SEE AR HITECTURAL E 12 PVC NE = 2761/ ° < / \ `Zi SIEETFOR FENCE INFO IE 6' PVC S 276 37 �a - - (� SrI ----�{ I c E3 j I �I IE 12" PVC J' = 275.95 �// �,�Ar -` D Iu° -D 71 �� I T TTo PARKING i �I FG: 283.67 / (. 284.29 \ IR S j}y 1 r- <BW:27 �7 -- A I I II FG: 283.80 / I j \ o p a n, o \� �I F2 283.80, \ ' V i/� � . _HEc -Loon = z80.&ov/ ' t L I I z79.78 �4 FG: 283.80 G?tiC I TW 2$1.Ti! 1 ! ICN(� I FG 283.66/ BW 28S? 46j 1 1 c-RAs� { _ P FG: 283.27 I I r2- �a S OEC CCN� I i ! \� / FIG 36 /FG: 283.65 �a 1 r j i I I \ A }n" <o. I;I Xh II % i FG: 283.35 C8- �_- _ Cwr<'I I v�1sPH/ z EG: 283.22 , // /�/4 q RI.I 2n.as �. I F�:28361 II _� � IF. 6 Pc7 N - 273.84 1 EG: 280.2 3I; E 6" Pvc s lz _ / 1 . W 28 I Q FG 280.40 \ i FG. 2Z#3s.52 B, 2 9 I - EG. 280.32 Ads ! FG f cvron kr _ EG:280.35 ASPH283.27 vao.77 0 PARKINGII I A X I TW 283.28 `E )1RCHI ECTURAL 4 v��,r" �:,� ° / LBW 283 27 / If I ?I -SHEE S FO STAIR INF l\ \ TW 28328C / / e I I ICI Iti I Gp �BW:280.40 2c y EG:2s1.bo / \ Kip A IB C t,�: #I, I \ / GRASS \ _ / / �T A . I GRASS aF jvt�l� I I �87 �/� �� J� PCNa ,� i F:283.37i IN l %vv-r„Isl c FLc.c = 283.37 . A'�- I I \ I j \ \'I-EG:2$1.0Z � /� ®SW-2 I ASPH � \ i EG 81.6 ; .i " ss / EG:281-30 / z80.90 , ;-- j ( I BUILDING A ( / EG 281A0 / ,I eo�,c �ASPli TW 81.50 ' i I \ - W-/ FG 282,54 EG 81.09 I r- \ � Ems: 1, �� RASS -w EG�28�cAf G-----G-----�-- EG 2$2.; Ass \ BS 2 NC rR Nc ; �'. I SEE ARCHJTE( ZAM-5PI,11 \ is S SHEETS FOR'STA SHDV7L;LTER / MIDDL` SC-00L / J � I `� DDEC \ / FG: 283.30 BUILDING A T :/282.98 / I ASPH \ I� = ®®m®® ®®000non MATCH LINE - C3.00 EOR REVIEWED FOR CODE COMPLIANCE APPROVED JUL 112019 City of Tukwila BUILDING DIVISION N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p.206.624A222 f.206.624.4226 mail@rolludaarchitects.com Shd"FV- R, ® ua TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL �0z U00 F- 0 U) 0 0 w < �i 06 0oz 00 H U 0 LLI � I- m WcCOo -JWmoco °g �z�// < rn = rnco 8 YW 0T o rg g��oo 1 O NYw��N-� x X4 33 I'- Cn vl�- ►=-COVI=-FW-u 3 REVISION DATE ADDENDUM 3 2/25/2019 Design: CTJ Drawn: CTJ Checked: DT Project No. 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title GRADING PLAN Drawing Number C3.01 of CITY w vILA MAR 2 9 2019 PERMIT CENTER S 87.4971r E- �_--_--------------- ---------- rIlI°GseCS ------- architecture planning interior design �G CLF AA \ Vt \�AV - - ALL ACCESS RISERS SHALL \ \ \\\ \ \\ READILY ACCESS - - - - - 105 S. Main St. Seattle, WA 98104 I \ \ \ \\ s \ `\ \ .� X ` r - - - _ - - p. 206.624.4222 f. 206.624.4226 X `� _ _ - - - - - - - _ _ - - mail@rolludaarchitects.com \ �x CB #1 \ \ \ \ BLEACHFRSI- RIM:I26. 9< 16�F��001 C l�#13 �MP - - - - - Rira c RIM 276A6------ __ _-DETENTLONPIPE- 2-------- --- --- IF is' cPP N t€€: 268 0 1?" O V i - N 2764920 T- - - - - - - IE 267 3Z- _ IE•26803' (�) I ._ -----F -=. `_ _ -- ---__-_-._ E 12" CPP SE \ \ i I E 128373595 -r- 2 - - 2 _ - - _ - F 12" PVC srr SDMH _ - 7 RAS: 7 - 7 ._ 2 \ RIM = 2 l 1 _ _ _ A IE 12" C \+ \ JEI 270 021)< (q) ( - - - _ - - - - - ` 1 7 7 \�IE 36" C 71, \ E268,0213'(() Ic% ��.. ;w1 - --- -- - 1 - V A IE8"PV iIi IEI266.0211�' ( ) r \ l - D- \ \ IF 14" P �E I x l 1 I G,ASS - rR4HFr M p I \ 1' CLF - V41,I�I 6 , CB#21 CB #16 #1 - - 7 3 #,8 1 1 GRAVEL RIM: 277.40 RIM: 276.15 ` ` \ 2B5 48 _ CB#17 RI27 �27.73 16 LF 36" 0.00 % \g.RIM' 275 28 \RIM ®G.RAutt CB 8 EM @b.2 %\@ 14" rc N _ 2s , 8 2 hLF 12" IM: 76.75IMV� SP�LITTER \; I 50-LF 12" @ ° -- ' Ir --' - - - - -- - - - - , '" \ RIM: 274.10 \ _ o U i IE 27 0e 12; (s /? / / / / / / i �/-/i" i, o L .� \ 7275, 2'Il(E X � � v I_ - r/ / 2 % / / 7 / %%� % j / 9 LF 36" @ 0 00 ' GRASS I 1 CIS #11 V A IE 72176 6 - cRAss / - \ \ (N GRASS {� V �-.. = A 1 C4.03 I iE 73 6613" ��M i� - Cs (SOLID uo) (� i/ j A Rlfvh 274. 1 \ \ s 15 RIM = vze3 �- PGRr,;aLE �I V (/ /�Ce (TYPE I) �o rar-,!E / V GRAVEL ACONTROL TRUCTURE\ r y� 15 LF ('a 16.7q% IE 4' IP N 275.63 (CAPPED) / If{� �II _ _ �_ i 1 RIM 278.32 i CB (TYr II) A V PE: 268.02 3 '" (W) A V - Iard�PepmNeds I [ / -/ IE 16 MP 4 270.10 /i \ RM v co � Rb�6 #18 _ E 6" coNc �� _ z75.63 i Q - I '/ v I� 268b212'E v - / / {/ {!_ _ IE 16 CPP 270.1' / V 16" COP N 269 7� �� A Cammul'�a�mas IMI 274. 0 _ _ / e ' ' E G.22 \ \\ \ ) i I I ® - v - �W�' s �2 v v vo ,iIE: 2 [2T2 6;' (F}) .-.-_. �- % "-' //// //�� I J V i'� IE 6' Pvc S 270.82 i IE O' CONC SW - 269.4b a' Cam- A V A I ( ® ® leneera Y. IE:27 7?6�O l /I I ------ / �--�L _� � -r - �fi i / /{ a' C�r�� \ \V A VA A\V Ste- l 9 s ' l - / % /-% /l�/A t A V A A NeWb. \ / 9l \ \ \\\ \\I\ TACOMA SEATTLE rE 31 LF 6`I@10:�0%p / GRASS - 1 L n I I I v GRAss y cL \sue%, 1� E 1" 45° BEND (MJ) CB / A - GRASS \ �RqS FC VA \ \ 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253383.2422 7E .I I I Y 2 RIM = 277.73 e- - - ,� �S .i IE ----5 V D- AVF \ Th�S tans have been reviewed by the Public 1200 sixth avenue, suite 1620, Seattle, WA 98101 208.267.2425 TEL THRU TBIiOGK i �r t I Q / '['° etr , ----_�'- � 6„ �ASpH 1 �\ VA Wor��e a ( ( IE 16" PVC E = 272.75 / �\ 1 A SI �n SLP� ° G(i, �, < - o,rl� �V AA P rtment for conformance with current 1 8; A° BEND (MJ) / IE t2" PVC s = 272.a2 /--y-� `- 1 V _ L! - s a p cone l �j- _ - p A A� } �dards. Acceptance is subject to errors and _ GRA55 � 1 THRUSTBL CK 1 i i �i / IE 10" PVC sw = D5.98 / I - ---- ---- - ��='='�---------- I \\ �j ��rs�/ i,'// , �L 1- j �\ \ i!i 1 / /- ///% //////// l � ////// GRASS Es" \ ao#7issio which do not authome violations of :Il / - //// //// v _ // �/ / r \ p ed standards or ordinances. The responsibility / Dg �. SSMH DEG1 / \ for the adequacy of the design rests totallywith the �1 / l / q y /.11 I l/ / RI 276.19 6 t� O \desi er. Additions, deletions or revisions to these r a � IE e we w vo-o2 / C[v (I \</I I � c will void this acceptance 4' CLF � / \ , ASPH ��'' \ CRASS I / I / ° \ / IE 8 P�/C SC = 269.93 / DEC I �. ad�atvings after this date P �' ` / �1 require a resubmittal of revised drawings / D{EG} \ / i E for 9ubsegnent approval. FINISHED FLOOR = 280.40FINISHED FLOOR = 280.46 / \/ CE (SOLID LID) 8 I P/ \ I II,JJ RIM - 276.10 �J� �/� II i I 1. / I� • / IF 10' CONC HE 270.00 / �g I -%\ RIM = 2�3D-47 I A �/ r I I o I I A: / / IE 16" Cm1P E 270-60 I C,'i/ �� I S IE M" CHANNEL NYt/SE = 268-73 / Hal ac Ptance is subject to field inspection by �I ( BUILDING D / 0I l' / / - / IE 6" DI S - 270-77 / - I \ ¢ I t L\Works utilities inspector. O , I S,H06NAL itR rbiiDDLc SCHOOL By: BUILDING C r / ?�l \ \ j RELOCATE GAS AND I I / FINISHED F, ooR = 280.45� I /� s - //' U WATER LIN, STOI i / 5 ce I t6 - ASPH I \ \s r ��\ I� \\ �/1 0 (y I I I I• / RIM 275.68 / - j �° A t GRASS\ / � "J Q AVOID GYM ADf? TION �I I IS a" DI E = 272.81 j I / IE 6" PVC S 272.86 GRASS I A E�i �%� /// W FINISHED FLOOR = 280.4.3 �CH °. \\ I A \� / ASPH i/ ,,,�( RIM 2801- _ 111 W IF 4' PVC w -= 278.47 \ I ADDITION / - - -. - _ IE 4 PVC E 278.45 V A i // / IE 8' PVC S 278.14 / \ a I \ I \ U IR / i ! O Q z o XI I / 9 LF 6" @ 5.81% DF { / a - \�I \ \\�V�/ r Il i01 l / / Dr - CRASS (,} to�Arc tJr. V I� CB#7 / cone s" ©�� % / ew]I I \V �� V A/ II Z I- Ix w cLF G I I / RIM: 280.02 0 o RR DE S / I �I V A ( 0 U) IE: 274.41 12" (N) / IE sC `� < p-�-..,,JV' /%(' I W N w w \ \ rn 1I1LF6 @050 FTC 4 i DS / IE: 274A1 12" (S) -o -w D / I I \ / \ \ 1 N LWu _W OD -PlqporcO vi IE: 274.916"(W) S rn rn 45PH I i- - - - -I - - i ��V v �/ \ 3 III �A �'V / 1 �. Q LL Z Q U S Q o - _ I RIM VC s7 / ( / Ea'PvcN vs91 / f I 11 ~'S tn�'Srn m co;tc Go,4e I \ ASPH \ i - 1 W d v _ ce i° E 6 PVC E= 2/7.97 4 cRAss v v 1 - 8' 45° BEND MJ' �Rmd = 278.98 ASPH / / A (I I SE \ /// 1 C CO co 3 ( ). ° - -- / IE 6" PVC S = 277.12 I __� \ I \ A< D sgs -r 1-THRUST,BLOCK IE I2" cPP N = 274.80 CONC / E 12' PVC SVI 27689 �\ �I \ / I / \\ \ 1 S 0 (( IF 12" cPP E= 274,82 n / I V\, /� \ 5 Z 0 U) Y w IE 8" CPP S - 276.76 ,;, } -�' \ / / a I u S �� Cp W Q 1 ,81� 45° BEND �(M J) < I r ) I IE 8' PVC NW =2 276 E2 ° cG,vQ \\ c0 , ) V I- 0 1- v I- I- tL 1 EHRUST BLOCK t iI / A \ S S \ l � ° RDCO #17 - / I c8 / < ° [ E ? a / �I as 1 \\ \ I REVISION DATE RIM7574 ( (I LL RIM 279.35 a `,Q �y - / \ \ ` \, : IlE 274 37 b' (E) '- t � II I E 12' Pvc NE = z76.i7 V � / �I' V cw IIE:27437 (N)^ v E 6' PVC S- 276.37 t RR < 1 E 12" Pvc w = 275.95 L\ L� SEE ARCHITECTURAL PLAN FOR / o S ASPH \\ i \ \ \ °rt ��"" cc ROOF DRAIN CONNECTIONS / \ S 11= f�Ii� NO PARKING �� / / I -c AI Rl�s I I \ vv -v1 v \ D o v FINIS LOCK 2L. _ t c,r l S i cGrvc! �� I j( A �t1 ` #B��i jam% II 3 .98 V b / / ADDITION i � I ;,1 I j 1� (N) RDCO#3 GRASS C DEc P \� V; Ee \ /� I/ // II 3 !, ti s Cl° \- A A 4" RIM: Ce - I \ C111 SE1 a ( X 1 \ \ E ROOF DRAIN` °. L �._ \ ) yk \! LINE INTO EXISTING \; j//d RIM = 277.88 + "PHA' I / IE: 280.74 6" (SW) 1 N A� IE 6` PC N = 273.84 / I \ V I� 'I- I j I ADDENDUM 2/2512019 - PVC STORM PIPE -<=F�fi�^, ;E 6' PVC S - 273.78 C4,,�FF 6' 'a@Q,60°l �� I �I� ° Ct1 II \ /1\v � A �� -�-� LA 9 < ( NO _ Design: GTJ ASPH NO PARKIPdG \1 V �RDGO #4 / V i �i t °a �_ A Drawn: CTJ _ a= , ' i II I / R19128169 - % Garde CO Checked: DT / 24 LF 6" @ 0.i° c \ ( \ GRASS Project No. 2170645 IE 280.844'(NE) / �4 cI r I a� G,4.as�c V IE 26os� 6 (s) -I / / 5o ®SW 2 '/� FINISHED FLOOR = 283.37 / I ASPH \ A \ ss Z I I \ I I v \ _ - BUILDING A i �� TEE FOOTING DRAIN LINE INTO / II 11 COIdC i I V �� ASPH i I I A A 1 _ _ L EXISTING 6" PVC STORM PIPE II ° ,� v�� %� _-- - �iGRASS / [ , dRAss /�" I --a.3LF6"@'050% - SHO G % IidALTER I \II DF ��_ Cr r - - DOL SCHOOL 1I 1 Q \ °ASS PamV - 1 __ rr °- / �w sRI Ph. � BUILDING ) j I 7,v61 ,� �..S-- �_ _ � / _/ i I I ASPH 1 v A 1 1 ®mmlmmmm'�f��mm.m�mm mm�m�mmmmm-m.m®mmmmmldmmmmmmmmmm,mm� m®mmmmmmmm®mm®®mmmmmmmmmmmmmmmmm®mm®®mm® mm ®m,'mmmmmmmmmm ®mmm;m�mmmmm®m®mmm- gym® urawmg I we MATCH LINE - C4.00 KEY NOTES CIVIL UTILITY UTILITY CROSSINGS CONNECT NEW STORM DRAIN TO EXISTING STRUCTURE. FIELD VERIFY N STRUCTURE INVERTS AND NOTIFY THE EN INEE IF O EX. 8" WATER /4 J 1,46' IE = 275.56 (-1-) PROP. 12" STORM Q 0 TOP = 274.08 O EX. POWER (DI 1.79' E = 275.56 PROP. 12" STORM 0 TOP = 273.77 ITEX. GAS OIE = 275.56 1.48' (� PROP. 12" STORM 0 � 0 TOP = 274.08 G R FIELD CONDITIONS PLAN VARY FROM DESIGN. ECONNECT ROOF DRAIN TO STORM DRAIN. PROVIDE CLEANOUT WITHIN 2 2 FEET OF BUILDING. G4.02 CONNECT FOOTING DRAIN TO CATCH BASIN. Drawing Number ElPROVIDE CLEANOUT PERE ' C4.01 FOR REFERENCE ONLY5 ENCASE 12" PIPE IN 20" DUCTILE IRON PIPE PER 3 'GRAPHIC SCALE ❑ ca.oz CITY t"1F 1'i�I:1V{LA 0 10 20 40 6 CONNECT BUILDING SEWER TO EXISTING SEWER SERVICE, SEE 1- MAR 2 9 2019 ECHA A N. 3 E7 CONNECT TO PROPOSED STRUCTURE AT IE 272.52. 1" = 20 FEET PERMIT CENTER r' CLF r i I �Nc PARKIN( 7Ata-sPt ®®mlmmmm MATCH LINE - C5.00 — --— — — 1B2K-1----------- — — —c \ � These plans have been reviewed by the Public �,�\Vorks Department for conformance Nvith current City standards. Acceptance is subject to errors and omissions which do not authorize violations of L adopted st�rtdards or ordinances. The responsibility o v vfor th\ adequacy of the design rests totally with the designer t ddinons.. deletions or revisions to these \ \ d�awings`a(ter tNs date will void this acceptance \ \ and will reci\uirc a\ resubmittal of revised drawings \\ for subsequent apmoval. �\ tIN acc��ta & is subject to field inspection by \ \ th Public Wo`rk�s utilities inspector. \\\\\\ \I)at ' i \\\ \ By.jI )L CLF \\ \\ \\\ \\\ I t KEY NOTES OMATCH EXISTING GRADE, OTEMPORARY PORTABLE CLASSROOMSRURING CONSTRUCTION. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 112019 City of Tukwila BUILDING DIVISION rolluda architects architecture planning interior design 105 S. Main St, Seattle, WA 98104 p.206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 1 �_ ��ceadrt�rn . i , ® lammmM'flaruws uws—y. NerytAars TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206,267.2425 TEL 0 Z U00 = I= C� 0 LU Q J Oo_z OHO U U N Cl� L1J L J z W� NCO °Wm O O W CD O CO V6 N I.L f!) p�j 0 rn 1 67 W O W v N rn rn m Z) �=/ O NYw COPS Y�Y� PCp�F- Q VJ G REVISION DATE ADDENDUM 3 2/25/2019 Design: CTJ Drawn: CTJ Checked: DT Project No. 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title N PAVING AND MARKING PLAN Drawing Number RECi:Igtl, C5.01 CITY OF "rUt lt'VILA GRAPHIC SCALE MAR 2 9 2019 0 10 20 40 PERMIT CENTER 1" = 20 FEET ------------ r - : .,. � xa ,:. „ x ,f+,y.<. a... v"' .-;, .. i n,, ....- �:3 s,,.•, < :k < §., r;,. x' <� ..xAks:^ kxY,,,x �' °' x � � , "� -r .,.a ... s �,\ • , ��..Y�3�,{;t '� t t- y G ..,:s r v E'�: ..;�t`c, �u �;,:� t~h�i• •�" � . . C - ntralia, WA J3 UU k9 nn�c Applicable Codes: WASHINGTON: 2015 International Building Code with WA Amendments 2015 International Mechanical Code with WA Amendments 2015 Uniform Plumbing Code by IAPMO with WA Amendments 2017 National Electrical Code (NEC) with WA Amendments 2015 International Energy Conservation Code with WA Amendments OREGON: 2014 Oregon Structural Specialty Code (Based on 2012 IBC) 2014 Oregon Mechanical Specialty Code (Based on 2012 IMC & 1FGC) 2017 Oregon Plumbing Specialty Code (Based on 2015 UPC) 2017 Oregon Electrical Code - Oregon Amendments (Based on 2017 NEFPA 70, NEC) 2014 Oregon Energy Efficiency Specialty Code (Based on 2009 IECC) Type of Construction: VB Description: Classroom C4 Occupancy: E 00 a Floor Area: 1694 square feet o Gross Wall Area: 1827 square feet L Occupant Load: 80 o Job Number: 19134-142 U Y N 1 Climate Zone: 4c Q- ® The Structural Design Details Herein are Specific to the Building Size and Module Configuration Shown on the Floor Plan of These Drawings. CN e No Authorization is Given or hnplied for use of the Modules in the Initial or Subsequent Installation Which Results in a Building Size or Installed Module Configuration Different Than Shown on These Drawings. i ® This Building will be sited a minimum of 10 feet from all Property Lines and 10 II feet from any assumed Property Lines between existing structures on this site. T fl 0 ® Site contractor bears responsibility for providing handicap accessibility to this a structure in conformance with appropriate codes. E 0 .o v v 2-6-18 PLAN REVIEW - SP _ Cr c 0 a` DATE ( REVISION co .L.E... Site Address: Dealer: Builder: Centralia High School 81.3 Eshom Rd. Centralia, WA 98531 STATE OF WASHINGTON Lewis County DEFT. OF LABOR & INDIUSTRIN CONSTRUCTION COMKJAHM SEMM Pacific Mobile BUILT HOMES! FACTOKANSACCEPTED S t 5f300J� A2 M0 5 t`C ACC. A 13806 45th Ave. NE Marysville, WA. 98271 SUBJECT TO FIELD Its OR VIOLATION OF RCW IS NOT INCLUOM Blazer Industries, Inc. DATE: 3 2C-1 PO Box 489 IRAT T Aumsville, OR 97325 Contact: Jamie Holmes Phone: (503) 749-1900 Fax: (503) 749-396:a E-mail: james@blazerind.com 1. Foundation plan review and inspection 2. Air barrier test 3. An accessible route shall be provided to the building area as required in 2015 IBC section 1104 4. Electrical connection to service 5. On site electrical service grounding, electrode system and bonding 6. Available fault current field markings per NEC 110.24 7. Required arc flash labeling 8. Accessible plumbing fixtures required by IBC 2902.1, but not shown in this building are conveniently located in an adjacent accessible building located on the same property, and the path of travel to such facilities shall not exceed a distance of 500 feet. 9. Fire extinguisher installed near exterior door on site 10. Fire alarm system review and inspection 11. Ridgeventing, insulation (i.e. marriage line %2") vapor barriers, air barriers and draftstops at marriage line installed on site 12. Site Installed Gutters & downspouts 13. Midspan Floor Support COPYRIGHT 2018, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED m E111 QN— TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. E® MIM P.O. Box 489 FILE T-1 Title Sheet Plan Review for Cole Compliance Plan: APP13OVED MAR 26 2018 Plan Reviewed BY: This Plan approval does a odze my omissio r tleviabon from regoireroents of any state or federal laves, rules or gaiabons or any local finances. This approved plan is n& building.permit D rV1 o A-1 Floor Plan, Door & Window Schedule A-2: Section A - A, Material List & Fastening Schedule A-3 Exterior Elevations A-4• Details A-5 Reflected Ceiling Plan M-1 Mechanical Plan M-12 Mechanical Equipment Information and Notes E-1 Electrical Plan E-2 Electrical Schedules and Calculations ADDENDUM ITEMS See clouded areas and correlating number for addendum items `1 Added electrical circuits 10, 11, 12, 14, & 16. 13 �� 0 n LOc d� Roof ............................30 psf (Snow) Wind ...........................120 mph Exposure "B" (V ULT) Floor ............................40 psf or 1000 lb. Seismic ........................Site Class D, S DS=1..000, Sol=0.600 Risk Category II D D 1, 0 i! '•r CLASSROOM WSTRIES, INC. OR 97325-0489 RECEIVED CITY OF TU WddILA F, LE PEWIT CENTER Approved for Const: File Copy: Issue Date: 2-6-18 —12 EXPIRES: 6130l2018 ,Job No: 19134-19142 TM1 N ry 64'-0" 1" _n" Al' —I" QTY. SIZE DESCRIPTION LOCK REMARKS AIR BARRIER NOTES: THESE KEY AREAS SHALL BE SEALED BY CAULKING, GASKETS, TAPE OR WEATHER—STRIPPING. DOORS INSULATED GALV. STEEL SS—BBRG NRP HINGES 0 8 w/ WELDED STEEL JAMB SFIC PAINT TEXTURED FINISH 4 3 6 AND WEATHERSTRIPPING CYLINDER CLOSER —JOINTS AROUND FENESTRATION (WINDOWS AND DOOR FRAMES) DEFAULT .37 U—FACTOR PANIC USE APPROPRIATELY SIZED BACKER ROD WITH MINIMUM 2", LAP AT ENDS. 8x32 LITE —JUNCTIONS BETWEEN WALLS AT: —BUILDING CORNERS: USE CAULKING NOTE: DOOR HARDWARE TO HAVE SATIN CHROME / ALUMINUM TYPE FINISH —STRUCTURAL FLOORS: USE SILL SEAL OR CAULKING —ROOFS (AT RIM): USE SILL SEAL OR CAULKING —PENETRATIONS OF UTILITY SERVICES THRU THE AIR BARRIER @ ROOFS, WALLS, AND FLOORS WINDOWS HORIZONTAL SLIDER — DUAL GLAZE — LOW "E" — ARGON GAS USE CAULKING, SPRAY FOAM, OR AIR BARRIER TAPE 4 6' x 4' PRIME— WHITE VINYL FINISH — MINI BLIND — TEMPERED —BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS NFRC .29 U—FACTOR — SHADING COEFFICIENT .39 USE BACKER ROD, CAULK, SPRAY FOAM OR AIR BARRIER TAPE. —JOINTS, SEAMS, AND PENETRATIONS OF VAPOR RETARDERS. HORIZONTAL SLIDER — DUAL GLAZE — LOW "E" — ARGON GAS USE CAULK OR APPROVED TAPE. 4 6' x 2' PRIME— WHITE VINYL FINISH — MINI BLIND — TEMPERED —RECESSED UFIXTURES USE CAULLKK OORR SPRAY FOAM. NFRC .29 U—FACTOR — SHADING COEFFICIENT .39 NOTES: —GALVANIZED FLASHING INSTALLED UNDER EXTERIOR TRIM ABOVE WINDOWS —INSTALL SELF—ADHESIVE FLASHING OVER EXTERIOR FLANGES PER RECOMMENDED INSTALL PATTERN 1-19-18 r cn a a �'c'__n11 76 cig 0 ot -SP LDG COPYRIGHT 2018, BLAZER I DUSTRIES,INC. MODULAR CLASSROOM �+�9g^�r^y �4 ��; THIS MATERIAL IS THE EXCLUSIVE PROPERTY LA S Rom./ O 1 V i OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED 28 X 64 TO OTHERS EXCEPT AS AUTHORIZED BY THE INDUSTRIES, INC. ® ® t® REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. EIM®M P.O. sox 489 0 AUMSVILLE, OR 97325-0489 OR, WA GOLD Pacific Mobile 18 BLMP-27 A2 RECEIVEn CITY OF TUKWILA JUL f 9 2019 PERMIT CENTER Approved for Const: Fife Copy: Drawn By: LDG Issue Date: 1-19-18 b .lob No: 19134-19142 Awl N WALLS: PLATE -TO -STUD VW TACKBOARD- TO- STUD @ INTERIOR SHEETROCK-TO-STUD @ INTERIOR BOTTOM PLATE -TO -FLOOR DURATEMP OVER %" EXT. GYP. @ SIDEWALL DURATEMP OVER %" EXT. GYP. @ SIDEWALL THREE STUD CORNER CONNECTION 0- rn Lo 0 CN (N co x 00 c"I r) in �2 U 0 7 L) w .2 Q) aNi 0 FASTENING SCHEDULE FLOOR: MIN. OF 3- 0.121" x 3" NAILS 2 x 8 FLOOR JOIST -TO -RIM 16 go x 2" WIDECROWN STAPLES (SENCO P21) @ 6" oc TOP & BOTTOM CLASS "A" BOTTOM BOARD -TO -JOIST AND GLUED IN FIELD FLOOR DECKING-TO-2x JOIST 0,091 x 2Y4" NAILS AT 16" oc EDGE AND CONSTRUCTION ADHESIVE IN FIELD, 0,131" x 3" NAILS @ 8"oc (SENCO KC27 OR EQUAL) 0.113 x 2 3/8" NAILS @ 12"oc FIELD, 6"oc EDGE w/4"oc TOP & BOTTOM ALL EDGES SUPPORTED BY FRAMING OR BLOCKING SEE ENDWALL FASTENING NOTES ON ELEVATIONS. 0.131" x 3" NAILS @ 12" (SENCO KC27 OR EQUAL) GABLE END RAFTER Y2" DIAMETER BOLT WITH 1)/2" DIA. WASHER ST2215 w/ 6- 1 Od x 1)/2" NAILS EA. END m RIDGEBEAM _1 hp RP - Y2" SPACER CHORD SPLICE DETAIL. 1Y2" = 1'-0" SIMILAR AT FLOOR LU26 HANGERS AT ALL RAFTERS OVER NON-HEADERED SIDEWALL OPENINGS WITH 6- 10d x 1)/2" NAILS INTO LVL ROOF RIM T SEAL AT —6 FT. WIDE WINDOWS ROOF RIM/TOP -USE 2- 2x6 D.F. #2 w/ MIN. R10 RIGID FILLER PLATE -USE (2) FULL HEIGHT STUDS AND (1) TRIM STUD AT EA. SIDE OF WINDOW BACKER ROD AROUND INTERIOR SIDE CD OF z WINDOWS T AND DOORS Ld 00 _0 CAULK WALL to I CORNERS FROM 00 TOP TO BOTTOM AT INTERIOR IN SEAL AT FLOOR RIM/BOTTOM PLATE 1� MIDSPAN SUPPORT REQUIRED MIN. OF 4- 0.131" x 3" NAILS (SENCO KC27 OR EQUAL) 16 go. x 3/8" WIDE CROWN @ 12"oc MAX. 0.113" x 2 3/8" RING SHANK @ 6"oc EDGE, 12"oc FIELD (SENCO GE-24). USE CONSTRUCTION ADHESIVE (AFG01) ON JOISTS ROOF: RIM -TO -RAFTERS MIN. OF 3- 0.131" x 3" NAILS (SENCO KC27 OR EQUAL) FURRING -TO -RAFTERS MIN. 4- M20 2 x 3 (MIN.) PLATES EACH SIDE ROOF RIM -TO -TOP PLATE 0.131" x 3" NAILS @ 8"oc (SENCO KC27 OR EQUAL) LEDGER -TO- RIDGEBEAM 0.131" x 3" NAILS @ Yoc & 3 @ BUTT JOINTS (SENCO KC27 OR EQUAL) RAFTER-TO-RIDGEBEAM 4- 0.131" x 3" NAILS (SENCO KC27 OR EQUAL) SHEATHING -TO -ROOF MEMBERS 16 go x 13/4" STAPLES @ 6"oc EDGE, 12"oc FIELD (SENCO N19) NOTE: SHEATHING TO BE INSTALLED PERPENDICULAR TO THE RAFTERS. OFFSET SHEATHING 4 ft. AND BLOCK EDGES OF ANY PIECES LESS THAN 24" MODLINE CONNECTION: NOTE: ALL MODLINES (DEFINED AS THE SPACE BETWEEN ADJOINING MODULES) MUST BE INSULATED AT THE ROOF, FLOOR AND WALLS ON SITE. RIDGEBEAMS 1/2" BOLTS w/ 1Y2" DIA. WASHERS @ 6'-O"oc AND 8" FROM EACH END (MINIMUM 2" EDGE DISTANCE) RIM JOISTS 1/2" BOLTS wl 1Y2" DIA. WASHERS @ 4'-O"oc AND 8" FROM EACH END :E < 0 :E 0 0 m 0 -1 RIDGEBEAM BRACING SEE DETAIL 5/A-4 (MINIMUM 2" EDGE DISTANCE) FLAME SPREAD IS 25 OR LESS MIDSPAN SPACE SUPPORT REQUIRED 12 1 2 9 �' ffi MATERIAL LIST ROOFING .............ARCH. SHINGLES OVER 2 LAYERS 15 LB FELT UNDERLAYMENT APPLIED SHINGLE FASHION -HIGH WIND APPLICATION- -DRIP EDGE SHALL BE PROVIDED AT EAVES AND RAKE EDGES OF SHINGLE ROOFS (IBC 1507.2.9.3). SHEATHING ........... 7/16" APA RATED (24/16) MINIMUM FRAMING ...... ...... 2 x 10 DF #2 RAFTERS 9 24"oc w/ 2" FURRING ON BOTTOM FOR R38 RIDGEBEAM . ....... . .1 1/2" x 24" CONTINUOUS LVL 2.0E LEDGERS .............2 x 4 D.F. TAPER CUT RIMS .................2 x 6 CONTINUOUS LVL 2.0E WITH 2 x 10 OF VENT BLOCKS INSULATION .......... R38 CELLULOSE BLOW-11 OVER CLASS "A" MATERIAL (AIR BARRIER COMPONENT) CEILING ..............SUSPENDED T-BAR (PER IBC 808.1) ARCHITECTURAL. ... .12" OVERHANG SOFFIT ................FIBER CEMENT PANEL, PERFORATED FOR VENTING AS REQUIRED VENTING . ............ SOFFIT AND RIDGE WALLS SIDING .............. . %" DURATEMP T1-11 WITH GROOVES 8"oe USE4x9 SHEETS MOISTURE .......... . WRAP LOWER 12" OF BUILDING & CORNERS WITH PROTECTION MOIST -STOP. WRAP BUILDING w/BUILDING WRAP SHEATHING ........... %" EXTERIOR GYPSUM WITH TREATED CORE- 4x8 SQUARE EDGE FASCIA . ............ . 1 x 6 TRIM ................. 1x 4 AT CORNERS, WINDOWS AND DOORS. 1x 4 AT MODLINE SHIP LOOSE TO BE INSTALLED ON SITE BY CTHERS NOTE:2"x 2" GALV. FLAS-i1NG UNDER CORNERS FRAMING. ......... EXT.: 2 x 6 D.F. #3 or 13ETTER STUDS @ 16"oe INT.: 2 x 4 H.F. 0 24"oc TOP PLATE .......... 2 x 6 CONTINUOUS LVL .?.OE BOTTOM PLATE . .... . 2 x 6 D.F. INSULATION ......... EXT. WALLS: R-21 FIBERGLASS BATTS INT. WALL: 3Y2" ACOUSTIC BATT INSULATION AT CROSSWALL TO BOTTOM OF RAFTERS INTERIOR FINISH...... MATERIAL INSTALLED FROM STUDS OUT LAYER 1: Va" TYPE Y SHEETROCK (AIR BARRIER) LAYER 2: Y2" VINYLWRAP TACKBOARD (FINISH) ABOVE WALL FINISH: LAYER 1: 5/8" SHEETROCK AT GABLE ENDS SKIRTING .............SHIP LOOSE GUTTERS. . .......... . PROVIDED AND INSTALLED ON SITE BY OTHERS FLOOR COVERING_ .........CARPET WITH T-MOLD A-- MODLINE, 4" RUBBER BASE DECKING ............. ZY32" APA RATED T&G - GLUED AND NAILED (AIR BARRIER COMPONENT) FRAMING .............2 x 8 DF #2 JOISTS @ 16"oc RIMS .................2 x 8 CONTINUOUS LVL 2.0E NOTE:12" HIGH MOISTURE BARRIER INSTALLED ON PERIMETER AT RIMS AND END JOISTS JOIST HANGERS. .... AT ALL RIMS INSULATION.......- R-30 UNFACED FIBERGLASS BATT FIBERGLASS (USE TWO LAYERS OF R-15) BOTTOM COVER...... CLASS A 19 2019 I - CENTER Approved for Const: File Copy: Issue Date: a- 0 CN C"i C5 -a x 00 V) C) CN "t V) 2 o ILI O E O U) 0 DAI 0 (N I? T WALL "C" ELEVATION_ 1/4" = 1'-0" WALL "A" ELEVATION_ 1/4" = 1'-0" ENDWALL FASTENING: 1. INSTALL 5/8" DURATEMP SIDING OVER 5/8" GYLAP WITH ALL EDGES SUPPORTED AND FASTENED WITH 0.113 x 2 3/8" GALV. NAILS @ 4"oc EDGE, 12"oc FIELD 2. INSTALL ST2215 STRAPS WHERE SHOWN WITH 7— 10d x 1)/2" NAILS EACH END OF EACH STRAP WALLT ELEVATION_ 1/4" = 1'-0" COPYRIGHT 2018, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. EIIM P.O. Box 489 m EVISION BY I 80, FLASHING TTOM OF DOR JOIST wi ' 107— d x 1�2 NAILS AT EA. END I i ON 11 DOR LINE OUND LINE w/ 7— 10d x 1)/2" NAILS AT EA. END Lm 60 nECENIElt CITY OF yUl"'JILA JUL t 9 2019 PERMIT CENTER Approved for Const. RIK, CLASSROOM for: I KIIIIC'MAm - Centralia S,D,. INDUSTRIES, INC. E, OR 97325-0489 Pacific Mobile 18 BLMP-27 A2 1" 6% 12" 2x4 x 4'-0" DF "STANDARD" RAFTER RIDGEBEAM /Y4"x UPLIFT PLATE TAIL ATTACHED TO SIDE OF RAFTER 3�s" ( �.---LVL w/ FOUR 0.131" NAILS E.A. END ROOF SHEATHING FASTENERS 1Yz" LVL RIDGEBEAM @ 4" foc EXCEPT AT VENT ° - N HOLES EXTEND ONE STUD UP ALONG �_ cv 12 RIDGEBEAM AND FASTEN WITHA ° a:: .... --� 2 6— 0.131" x 3" NAILS OR EQUAL - ............ ....................... _... STRAP 3js' 3 SIDES BEARING PLATE :: ---2x4 SUBFASCIA SIMPSON ST2215 OR EQUAL. USE 7— 0.131" x lYz NAILS 2� (2}LOCKING w 2Y8"O VENT i 1IM i x2 TR—1x6 FASCIA EACH END OF STRAP. WELDING: HOLE AT EACH G.M.A.W. — AWS A5.18 RAFTER BAY. —PERFORATED F.C.A.W. — AWS A5.20 FASTEN TO ROOF --' — SOFFIT END COLUMN ALL WELDS TO BE SINGLE PASS RIM w/ DOUBLE ROW OF 0131" x 3" . 121°' ��--SIDING NAILS 4 USE DOUBLE 2 x 6 D.F. #2. FILLET BY CERTIFIED WELDER TO NAILS @ 4"oc @ 4"oc FASTEN STUDS TOGETHER WITH A.W.S. D1.1 CODE. ® HSS3x3x3/s COLUMN 0.131 x 3" NAILS PER FASTENING DOUBLE ROW OF 0.131" x 3" A500 Gr. B STEEL TUBE AIR BARRIER SCHEDULE NAILS OR EQUAL AT 8" oc. NAILS MAY BE ANGLED SLIGHTLY TO A36 STEEL PLATE BOTTOM ROOF RIM — SIDING (9' PANELS CUT TO FIT) PREVENT NAIL PENETRATION THRU (6) SIMPSON SDS1 /4xl)z" SCREWS (TOP) GLUED BEARING WEDGE EXTERIOR GYPLAP NEXT COLUMN STUD. (4) SIMPSON SDS1/4x2,2" SCREWS (BOTTOM) (DRILL 5/s" HOLES) �p TIGHT EAVE DETAIL 3/a" x 3Y2" x 9" FIT 2x6 ADD TIGHT FIT 2 x 6 BLOCKING 3 3 SIDES BEARING PLATE BLOCKING WITH (4) 0.131" x 3" 1 1/2" = l'—O" o_Y4" TO NEXT STUD AT WALL THIRD POINTS.-----""�s x 3Yz" x 5" NAILS EACH END. c`w STRAP UPLIFT PLATE 2x4 DF #2 ROOF SHEATHING (3) 0.131" x 3" NAILS > SIMPSON ST2215 OR EQUAL tiN ° OUTLOOKERS @ 4'—O"oc FASTENERS @ 4"oc —j H3 CLIP @ EACH 2x4 OUTLOOKER li w 3 8d 1Yz" NAILS EA. WAY / (} N USE 7— 0.131" x 1Yz" NAILS x EACH END OF STRAP. �N CONT. LVL RIM JOIST FLOOR JOIST .......... .........:........... ... ..... ; —1x6 FASCIA fO .. .... ..... ..... ....... N -- ' i ! 2x4 SUBFASCIA RIM JOIST IN � 1 1 3 TIGHT FIT LVL FLAT 2x4 &O fi' FILLER N 1Yz LVL FLOOR JOIST 3 „ BLOCKING RAFTERS ATTACHED Q FASTENER SCHEDULE 1Y2"x2" FURRING ' 1„ OUILOOKERS @ 4'-0"oc l24 SOFFIT NAIL SIZE QTY LOCATION 3, ADD TIGHT FIT BLOCKING UNDER COLUMN FOR FULL BEARING: 0.131" x 3" 5 EACH END ENDWALL TOP PLATE f� 2x4 BLOCKS BETWEEN OUTLOOKERS 0.131" x 3' 2 ROWS AT 4"V\j oc. TO RIM cc 0 c EC226 — END COLUMN DETAIL — `DEAL 2 x 6 1„ = 1,_0„ � ICSTL-1 M2: INTERIOR COLUMN DETAIL �,> _ 1,—p„ LMIN. c3> 0.131" x 3" NAILS 2x6 BLOCKING �_ SIDIIDI TRIMNG NAf_S @ 4"oc AT SIDING 'JOINT "Z" FLASHING E LVL RIDGEBEAM 12— 15 GA. x 2Y2" STAPLES (6 DRIVEN EACH WAY) FASTEN SHEATHING TO VENT FASTEN 2 x 2 x 20" VENT SIDING NAILS @ 4"oc a BLOCKS w/ ROOF SHEATHING BLOCKS 24" oc TO RIDGEBEAM c� FASTENERS @ 4"oc WITH 0.131" k 3" NAILS Q o @ 5"oc MAX. y - 4 EINDVVRLL ROOF DETAIL 1 1/2" = l'-0" j LSTA24 STRAP BENT OVER BRACE WITH 6— 8d x 1)/2" 6 NAILS TO BRACE AND 6- RAFTER RAFTER 8d NAILS TO BEAM. C� 11 JOIST SIZE JOIST HANGER loci x 1 �'A" NAILS Q 2 x 4 D.F. BRACES o _ CA AT EACH RAFTER 2 x 8 LU26 6 � AS SHOWN BELOW. Q; c nc cvro n rani rc �� Ann QOAncc AT rJ 0.131 x 3" NAILS @ 8"oc � � WALL ANGLE BERC2 CLIP -CROSS TEE \ '-#8 x 1/2^ ROUND WASHER HEAD TEK NOTE: SCREW IS NOT TIGHTENED DOWN AGAINST BERC2 CLIP UNATTACHED WALL ATTACHED WALL (TWO ADJACENT WALLS) (TWO ADJACENT WALLS) SEISMIC BERC2 CLIP -FACTORY INSTALLED AT TWO ADJACENT WALLS. -SCREW TIGHTENED FOR SHIPPING IN ROOMS WHERE CEILING CROSSES MOD L|NE, LOOSEN SCREW ON SITE BY SET UP CREW � SEISMIC ATTACH M EINIT,&T WALLS N.T.S. [ARMSTRONG SEISMIC 'Rx' SUSPENSION SYSTEM (ESR 1308)] REVIEW 'mm 8 12 GA. HANGER BERC2 CLIP (SEE DETAIL )) f MAIN RUNNER ANGLE ACOUS TICAL BOARD WALL ANGLE s TEE WALL 1 ` `~ POP ^''^' F ~ '``E'~r- r ' PROVIDE 3/4" SPACE �T WALL� wsw8ER AT OPPOSING WALL (ATTACHED WALLS) (UNATTACHED WALLS) HANGER vNRE TYP MAIN RUNSPLAYED 4_0^ o.c BRACING WIRES :01 � AT 12' FT. o.c. ON 451 2^ w —CROSS TEE 2 STANDAR"D T-BAR LDETAILS_ ` FACE OF WALL OR PTN. #12 WIRE HANGERS AT */-0^ nc EACH WAY SECURE TO STRUCTURE AB0YE, TYP. CEILING BRACING AT 12'- U^ no EACH WAY. OMIT WHERE ROOM IS 144 SQUARE FT OR LESS. LOCATE FIRST POINT OF BRACING v0T*|N 5'- O^ FROM WALL #12 WIRE HANGERS AT PERIMETER; 0^ MAX FROM WALL, TYPICAL FOR ALL MAIN AND CROSS RUNNERS VERTICAL HANGER VERTICAL STRUT /E 0 , � Q11=01, ^.= __-_ _-- ` � � . ^ ._.~`~---. ' SPLAY WIRE BRACING IN PLANE OF EACH RUNNER AT VERTICAL 45^ ANGLE RECEIVED CITY OF TUI"VILA JUL V2NS PERMIT CENTER LDG 2-7-18 A=5 2 n 00 0� 0 N N N 00 3 x N n (n a ;o Q U Q C rn '1 r � 0 ;a �o c v o " U Y N 6� N N 6 V T 0 C O O O i a U 6 C a " L 0 00 O . N PACKAGE *SPVU* HIGH EFFICIENCY WALL MOUNT HEAT PUMP - SCHEDULE DOAS/ERV/ELECTRICAL Q DOAS/ERV/ELECTRICAL Q COOLING CAPACITY �j3' -HEATING CAPACITY ® UUAS ENERGY RECOVERY COMP TOTAL ECON. DOHS LOW VENTII BARD TYPE CFM BLR. 100% ERV OSA TAG QTY MODEL # TONS SCROLL NOM. TYPE. FREEFLOW VENTIL. V-PH ERV PART/FU HP-1 2 C36HA-A7QZP4XXR 3 2-STAGE 750 1100 ECM NO 388 450 230/1 AMPS- WATTS - ADDITIONAL REMARKS; 1 - ENERGY MODEL PLAN APPROVAL#15FBS1700193 2 - INCLUDE BARD WALL CURB #TCURBF3642A-4. 3 - THERMOSTAT, BARD #8403-060, 7-DAY PROGRAMMABLE. '4 - WALL CO2 SENSOR. #8403-067 5 - OCCUPANCY SENSOR, (SUPPLIED BY BLAZER) 6 - CPS (FIELD INSTALLED CONTROL KIT). 7 - 2" FILTER. 8 - ERV (DOAS) ENERGY RECOVERY. 9 - UNIT COLOR IS *BUCKEYE GRAY* 10 - PRE INSTALLED OUTDOOR THERMOSTAT, SET AT 40DEG'S. *+ M.C. TO REFER TO INSTALLATION INSTRUCTIONS FOR START UP AND EQUIPMENT SET. ** M.C. TO CHECK SITE VOLTAGE AND SET CORRECT TAP ON TRANSFORMER. ** M.C. TO SET AND PROGRAM THERMOSTAT PER CUSTOMERS REQUIREMENTS. HEAT STRIPS V MODE FULL VENTILATION MODE_ COOL SENS. COOL SENS. HTG HTG OUTDOOR ELEC. ELEC. I OPER. ECM ECM OUTSIDE ENT ENT CAP. CAP. CAP. CAP. OUTSIDE CAP, CAP. SUMMER DB/WB HRS HRL WINTER INDOOR jWHR HEAT HEAT WG1. BLOWER V-PH ERV BLOWER DB DB WB EER IPLV BTUH BTUH BTUH BTUH DB COP BTUH BTUH " EFFICIENT DEG'S BTUH BTUH EFFICIENT DB I MOP I V-PH I MCA MOP CKT V-PH LA BTUH CKT KW BTUH LBS. MOTOR MOTOR PART LOAD PART LOAD FULL LOAD FULL LOAD PART/LOAD FULLAOAD AMPS-.87 230/1 AMPS-2.2 AMPS-1.74. 95 80 67 11.0 14.5 23.4K 18.5K 35K. 26.3K 47 3.3 22.7K 31K 65% 95/70 6,318 1,711 80% WATTS-95 WATTS-497 WATTS-192 C36H1 ERV Watts - Low 296 Watts Blower Full Load 192 Watts ERV Amps - Low 1.3 Amps Blower Full Load 1.74 Amps ERV CFM - Low 300 CFM Blower Part Load 95 Watts ERV Watts - Med 415 Watts Blower Part Load 0.87 Amps ERVAms -Med 1.8Ams ERV CFM - Med 375 CFM Compressor Full 2588 Watts ERV Watts - Hi 497 Watts Compressor Full 11.46 Amps ERV Amps - Hi 2.2 Amps Compressor Part 1734 Watts ERV CFM - Hi 450 CFM I Compressor Part 7.99 Amps Outdoor Fan 380 Watts Outdoor Fan 1.67 Amps MECHANICAL NOTES: 1. DUCT MATERIAL IS 26 GA. GALV. AND FLEX DUCT. DUCTWORK SHALL BE SUPPORTED PER 2015 IMC WAC CHAPTER 6. SECTION 603 2. MATERIAL IN DUCTS SHALL HAVE A FLAME SPREAD INDEX OF LESS THAN 25, SMOKE DEVELOPMENT OF 50 PER 2015 IMC WAC CHAPTER 6. SECTION 602 3. LOW PRESSURE DUCT SYSTEMS SHALL HAVE LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS AND PLENUMS SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC -PLUS EMBEDDED -FABRIC SYSTEMS OR APPROVED TAPES INSTALLED IN ACCORDANCE WITH 2O15 IMC WAC CHAPTER 6 SECTION 603.9. 4. WHEN ISOLATION SLEEVES ARE USED AT LINE CONNECTIONS TO PLENUMS, THEN THEY SHALL COMPLY WITH IMC CHAPTER 6 5. 10" DIFFUSERS WITH NO MANUAL DAMPERS. USE FLOW CONTROLS AT WYES, TYPICAL AS NOTED ON PLAN 6. MINIMUM OUTSIDE AIR VENTILATION PER 2015 IMC WAC CHAPTER 4, TABLE403.3.1.1. 7. OUTSIDE AIR DAMPERS SHALL COMPLY WITH 2O15 WSEC, SECTION C403.2.4.3. 8, SINGLE PACKAGE UNITARY FAN COOLING UNITS HAVING A TOTAL COOLING CAPACITY OF GREATER THAN 20,000 Btu/h REQUIRE ECONOMIZERS PER WSEC 403.3. EXCEPT AS PERMITTED BY C403.3 EXCEPTION 1 MECHANICAL NOTES: (cont.) MECHANICAL EQUIPMENT INSTALLATION IN OR ON THIS BUILDING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2015 IMC WAC CHAPTER 6. ROUND FLEX DUCT SHALL BE U.C. LISTED CLASS 1, STANDARD 181 - FACTORY MADE AIR DUCTS AND AIR CONNECTORS. MEASURED IN ACCORDANCE TO ASTM C 518 OR ASTM C 177 AT 75DEG F MEAN TEMPERATURE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURES INSTALLATION INSTRUCTIONS MECHANICAL DRAWINGS SHOW DUCTWORK SIZES TO BE CLEAR INSIDE DIMENSION. DUCT INSULATION SHALL COMPLY WITH 2O15 IMC WAC CHAPTER 6, SEC. 604. ELECTRICIAN MUST VERIFY ALL ELECTRICAL REQUIREMENTS AND LOCATIONS. THERMOSTAT SCHEDULING TO BE PERFORMED ON SITE BY OTHERS. ALL HVAC EQUIPMENT LEAVES FACTORY WIRED FOR 240 VOLT OPERATION THE ACCEPTABLE OPERATING RANGE FOR THE 240V & 208V TAPS ARE: TAP RANGE 240 253-216 208 220-187 SITE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR MAKING SURE THE RIGHT TAP IS CONNECTED FOR THE APPLIED SITE VOLTAGE. The sequence of operation for the Integrated DOAS system. 7. Upon a call from the occupancy sensor the (DOAS) ERV and the indoor (ECM) motor will start in low vent mode and ventilate the space continuously as occupied. Note: 1 on the HVAC Schedule. 2. Upon a call from the CO2 sensor the (DOAS) ERV and the indoor (ECM) motor will change to full vent mode and ventilate the space until the CO2 sensor is satisfied and then revert back to the low vent mode during the occupied time. Note: 2 on the HVAC Schedule. 3. The Heating and Cooling section will only work if there is a Heating or Cooling call from the thermostat. This action works entirely independent of the DOAS ventilation portion. Note: 3 & 4 on the HVAC Schedule. 4. This action will keep repeating itself as required by the occupancy sensor, CO2 sensor and Room Thermostat. AIR FILTERS IN HVAC UNITS OR SYSTEMS ARE TO BE CHANGED EVERY 30 DAYS BY OTHERS ON SITE. REGISTER AIR FLOW TEST AND BALANCE OF HVAC SYSTEM TO BE PROVIDED AND PERFORMED BY OTHERS ON SITE. HVAC SITE CONTRACTOR IS RESPONSIBLE FOR BALANCING THE SYSTEM. (2015 IMC WAC 403.3.3.1.5) ADDITIONAL REMARKS 1,7t1 23,3f..8'230/1 27 1 40 I A 1240/11 52'. 60 i B 1 10 134,1301 678 1, 2, 3, 4, 5, 6, 7, 8 MINIMUM VENTILATION RATES PER IMC SECTION 403 Rp room # name Az (sf) sf/1000 Occ. Dens Pz (calc) Pz (used) (cfm/person) Ra (cfm/sf) Vbz (cfmI 1 Classroom A 829 0.829 35 30 30 10 0.12 399 2 Classroom B 829 0.829 35 30 30` 10 0.12 399 799 cfm Az = room area (sf) Occ. Dens = occupant density (from Table 403.3) Pz (calc) = zone population or occupant quantity (calculated) Pz (used) =zone population or occupant quantity (user can override the calculation -increase only) RID =people outdoor airflow rate in breathing zone (cfm/person) Ra = area outdoor airflow rate in breathing zone (cfm/sf) Vbz = Breathing zone outdoor airflow rate per eq. 4-1(Rp*Pz+Ra*Az) COPYRIGHT 2018, BLAZER INDUSTRIES, INC. EllMODULAR THIS THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED 28 X 64- Centralia SD TO OTHERS EXCEPT AS AUTHORIZED BY THE INDUSTRIES, INC. ® ® ® ro OR, WA GOLD Pacific Mobile 18 BLMP-27 A2 BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. IMES�® P.O. BOX 489 �I AUMSVILLE, OR 97325-0489 CITY CITY O1 I ;1'WII.A JUL e 9 2019 PERMIT CENTER N ' ON QTY. SIZE DESCRIPTION ELECTRICAL PANEL 1 200 120/240V — SINGLE PHASE — STUB THRU — METALLIC RACEWAY SYSTEM LIGHTING 18 2 x 4 LED VOLUMETRIC TROFFER— nLIGHT ENABLED— 6000 LUMEN— 53 WATTS— 4000K WITH EMBEDDED OCCUPANCY AND DAYLIGHT SENSORS COMMUNICATING ON CATSE LOCAL NETWORK LITHONIA — BLT460LADPEZ1LP840N100NES7ADCX 2 42 WATT FLUORESCENT WALL PACK w/ INTEGRAL PHOTOCELL HVAC 2 3 TON 10 KW BARD WALL HUNG HEAT PUMP w/ INTEGRAL ERV— 11 EER RATED THERMOSTAT 2 BARD $403-060 w/ MICROPROCESSOR— 7 DAY PROGRAMMABLE AUTOMATIC SETBACK— DEADBAND CONTROL — OCCUPANCY INTEGRATED INTO nLIGHT SYSTEM 2 BARD CMC-28 OUTDOOR STAT CO2 SENSOR 2 BARD 8403-067 — DEMAND CONTROL VENTILATION co 6 v 2-4-18 to 2-5-18 c o " DATE N STATE OF OREGON BUILDING CODES DIVISION ELECTRICAL PLAN REVIEW MAR 2 3 2018 Approval of these plans does not authorize or approve any omission or deviation from the requirements of any state or federal law, rule, node, or regulation or any local ordinance. PLAN REVIEWED BY: J45 "Y" COUPLER TYPICAL) SIGNED 02/05/2018 NOTE: ALL DEVICES & FACE PLATES TO BE IVORY ELECTRICAL SYMBOLS SYMBOL DESCRIPTION TO TOP REMARKS SYMBOL DESCRIPTION TO TOP REMARKS 3Dx nLIGHT DIMMING CONTROL 48„ DIMMING CONTROL. LOWER CASE PHONE / DATA BOX 20" 4" SO BOX SINGLE GANG MR WITH SWITCH CAT5E CONNECTED LETTERS DESIGNATE ZONING 3/4" CONDUIT UP AND DOWN PC nLIGHT nPP20PL ABOVE CONTROLLED BY nLIGHT ENABLED FIRE ALARM PULL STATION 48" PLUG LOAD CONTROL RELAY CEILING FIXTURE OCCUPANCY SENSORS 4" SQUARE BOX w/ SINGLE GANG MUD RING — 3/4" RACEWAY STUB UP ONLY TR DUPLEX RECEPTACLE 20 180 VA EACH I FIRE ALARM INTERIOR 84 HALF CONTROLLED HALF HOT TAMPER RESISTANT HORN / STROBE PAINT BOX, MUDRIRG AND RACEWAY "RED" IN COLOR VIP �GFCI WEATHER RESISTANT GFCI 20" 180 VA EACH FIRE ALARM EXTERIOR 84 RECEPTACLE. HORN / STROBE SINGLE CLOCK HANGER 84" 180 VA EACH FLUORESCENT WALL PACK 84" 42 VA EACH RECEPTACLE WITH INTEGRAL PHOTOCELL CEILING MOUNT RECEPTACLE CEILING 1500 VA CUMULATIVE 7-1 nLIGHT ENABLED LED TROFFER CEILING 53 VA EACH FOR AUDIO / VIDEO w/ INTEGRAL SENSORS oC VTR DEDICATED DUPLEX RECEPT 20 1500 VA EACH TO THERMOSTAT 48" 4" SO BOX SINGLE GANG MR WITH FOR CHARGING STATION TAMPER RESISTANT 1/2" CONDUIT STUB UP oc �TR DEDICATED QUADPLEX 78 1500 VA EACH Coe CO2 SENSOR 48"F' 4" SO BOX SINGLE GANG MR WITH RECEPT FOR IDF CABINET TAMPER RESISTANT 1/2" CONDUIT STUB UP ELECTRICAL PANEL 72" ELECTRICAL ENGINEERING ARS COPYRIGHT 2018, BLAZER INDUSTRIES, INC. MODULAR CLASSROOM for: ENGINEERING REVIEW HEM THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED 28 X 64SmDm m TO OTHERS EXCEPT AS AUTHORIZED BY THE BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. INDUSTRIES, INC. EMME® P.O. BOX 489 EIAUMSVILLE, OR 97325-0489 OR, WA GOLD Pacific Mobile 18 BLMP-27 A2. REVISION Approved for Const: Job No: 19134-19142 File Copy: Drawn By: LDG Issue Date: 1-19-18 a 00 0 oci 0 N 0 N Ln N I W 3 co x w ca 0 N 0 .a c a� v Q 0 U x C>i <i- rn l rq r7 rn tf> 1. 6 L 0 E O O i va 0 U O� C O 0 0 o� JS r PANEL SCHEDULE NOTE: ALL CONDUCTORS COPPER. 200 AMP 1� 22,000 AIC CKT NO. DESCRIPTION ?RIP AMPS WIRE SIZE I VOLT AMPS 200 J{ B — r� r~ �~ — /'\ �~ / — VOLT AMPS WIRE SIZE TRIP AMPS DESCRIPTION CKT NO. 1 LIGHTS 20 12 11038 7052 4 80 HVAC 2 3 RECEPTACLES 20 12 900 7052 jK2O5 RECEPTACLES 20 12 900 7052 4 80 HVAC 6 7 RECEPTACLES 20 12 900 1500 12 IDF QUADPLEX 10 11 AUDIO j VIDEO 20 12 1500 A 12 1500 12 20 _T. CHARGING ST..,.. AT. 14 15 SPACE 17 SPACE SPACE 18 19 SPACE SPACE 20 ELECTRICAL PLAN REVIEW LOAD CALCULATIONS VOLTAGE: 120/240 PHASE: 1 CONNECTEDLOAD CALC. LOAD LIGHTING EXTERIOR INTERIOR 84 VA x 125 % = 105 VA 954 VA x 125 % = 1193 VA RECEPTACLES THRU 10,000 OVER 10,000 3600 VA x 100 % = 3600 VA 0 VA x 50 % = 0 VA MOTORS,COMPR. TOTAL LARGEST 8208 VA x 100 % = 8208 VA (2832) VA x 25 % = 708 VA 1 V AUDIO / VIDEO 1500 VA x TOO % = 1506 VA IDF CABINET 1500 VA x 100 % = 1500 VA CHARGE STAT. (2) 3000 VA x 100 % = 3000 VA TOTAL KVA CONNECTED LOAD AMPS 38.85 TOTAL KVA CALCULATED LOAD AMPS 39.81 161.86 165.89 ONE -LINE -DIAGRAM 200 AMP FEEDER PANEL MAIN BREAKER 120/240 1� 22,000 AIC RATED 120 00 AMP 1 /2" PVC 2" PVC STUB THROUGH STUB FOR BY BLAZER FUTURE W (2) 3/0 Cu THHN GROUNDING (1) 1/0 Cu THHN AND (1) #4 Cu BONDING (WIRE ON SITE BY OTHERS VERIFY SIZING WITH SITE ENGINEERING) GENERAL NOTES: H.V.A.C. (MOTOR, COMPRESSOR, HEATER SIZES) OPERATION VOLTAGE 197 MIN. 253 MAX. COMPRESSOR 11.8 RLA 83 LRA OUTDOOR FAN 2.5 FLA 1/5 H.P. INDOOR BLOWER FAN 2.8 FLA 1 3 H.P. HEAT STRIP 10 KVA 240 V MINIMUM CIRCUIT AMPS 79 AMPS; MAXIMUM OVERCURRENT PROTECTION 80 AMPS OVERCURRENT PROTECTION— DUAL ELEMENT TIME DELAY FUSE OR HACR CIRCUIT BREAKER (TYPICAL OF 2) 1. WHEN STRANDED WIRE IS USED, ALL TERMINATIONS ARE MADE BY A PRESSURE TERMINAL, BY TAILING OFF WITH SOLID CONDUCTORS OR OTHER APPROVED MEANS OF TERMINATION. 2. ALL CONDUCTORS ARE COPPER; TYPE THHN / THWN 3. RATING OF STANDARD PANEL IS 22,000 A.I.C. 4. WIRING METHOD IN METALLIC CONDUIT OR M.C. CABLE. 5. HVAC DISCONNECTS SHALL BE LABELED WITH AN IDENTIFICATION PLATE SHOWING CIRCUIT NUMBER AND EQUIPMENT SERVED. WAC 296-46B-110 022 6. EXTERIOR WEATHER PROOF GFCI SHALL HAVE A "HEAVY DUTY" WEATHER PROOF "IN USE" COVER. 2017 NEC 406.9(B)(1) 7. CONTROLLED RECEPTACLES SHALL BE LABELED PER 2017 NEC 406.3(E) WITH THE TEXT "CONTROLLED" AND THIS SYMBOL 0 8. THIS PLAN IS NOT AN "AS -BUILT' CIRCUITS MAY BE RUN DIFFERENT THAN SHOWN BASED ON OBSTACLES ENCOUNTERED. 51-11C WAC 2015 WSEC CHAPTER 4 NOTES: 1. ALL LIGHTING SHALL CONFORM TO SECTION C405 2. BASE CLASSROOM LIGHTING POWER DENSITY (C405A.2.1) 1690 SQ. FT. x 1 WATT PER SQUARE FOOT = 1690 WATTS ALLOWED ADDITIONAL REDUCTION IN LIGHTING POWER DENSITY (C406.3.1) 1690 WATTS ALLOWED (BASE:) x .75 = 1268 WATTS ALLOWED TOTAL WATTS ALLOWED = 1268 TOTAL WATTS INSTALLED = 9.54 WATTS % OF ALLOWED INSTALLED = 75% 3. 100% OF LIGHTING FIXTURES HAVE EMBEDDED OCCUPANCY AND DAYLIGHT SENSORS FOR INCREASED ENERGY SAVINGS, AND ARE INDIVIDUALLY ADDRESSABLE. (C406.4) 4. 1007o OF LIGHTING IS SEE FOR CONTINUOUS DIMMING AND IS ADJUSTABLE BY OCCUPANTS, FOR OCCUPANT COMFORT, VIA WALL PODS. (C406.4) 5. 50% OF RECEPTACLES ARE CONTROLLED BY LOCAL OCCUPANCY SENSORS (C405.10) 6. THERMOSTAT OCCUPIED PERIOD WILL BE DETERMINED BY THE nUGHT OCCUPANCY SENSORS INTEGRAL TO THE LIGHTING FIXTURES. STATE ®F• ®REGON BUILDING CODES DIVISION ELECTRICAL PLAN REVIEW MAR 2 3 2018 Approval of these plans does riot authorize or approve any omission or deviation from the requirements of any state or federal law, rule, a)de, or regulation or any local ordinance. PLAN REVIEWED BY: O N Ne o • lar = uil• in • f• r (r-7�j bno aoe 0M, Q�'9C') Applicable Codes: WASHINGTON: 2015 International Building Code with WA Amendments 2015 International Mechanical Code with WA Amendments 2015 Uniform Plumbing Code by IAPMO with WA Amendments 2017 National Electrical Code (NEC) with WA Amendments 2015 Washington State Energy Code (WSEC) with WA Amendments 2015 International Energy Conservation Code with; WA Amendments OREGON: a 2014Oregon Structural Specialty Code (Based on 2012 IBC) 2014 Oregon Mechanical Specialty Code (Based on 2012 IMC & IFGC) 0 _ 2017 Oregon Plumbing Specialty Code (Based on 2015 UPC) - 2017 Oregon Electrical Code - Oregon Amendments L (Based on 2017 NEFPA 70, NEC) �_ 2014 Oregon Energy Efficiency Specialty Code I (Based on 2009 IECC) t- 3 E 0 0 0 U c 0 V) N r1) 00 N I a 0 U Y CL3 N 0) U) 0 P 0 0 __ DATE DO Type of Construction: VB Description: Classroom Occupancy: E Floor Area: 817 square feet Gross Wall Area: 982 square feet Occupant Load: 41 Job Number: 19216 Climate Zone: 4c „r k ass.roo -� u. M .._ O[Rl�+n' P ° a aQo�10 Site Address: Varies Roof ............................30 psf (Snow) Wind ...........................135 mph Exposure "B° (V,lt) Dealer: Pacific Mobile Floor ...........................40 psf or 1000 lb. 13970 Fir St. Oregon City, OR 97045 Seismic .......................Site Class D, SDS=1.0, SD1=0.6 Builder: Blazer Industries, Inc. Risk Category.............1I PO Box 489 Aumsville, OR 97325 Contact: Jamie Hohnes Phone: (503) 749-1900 Fax: (503) 749-3969 E-mail: james@blazerind.com FILE indnrr-m �o Oregon Building Codes Division Plan Review for Code Compliance Pfau: APPROVED JUL 0 6 2018 Plan Reviewed By: This Plan approval doesnota�71sr�regu eviatonfrom requirements of any state or fed,ns or any local ordinances. This approved plan is not a building permit. T-1 Title Sheet A-1 Floor Plan, Door & Window Schedule A-2 Section, Fastening Schedule & Material List A-3 Elevations A-4 Details A-5 Reflected Ceiling Plan M-1 Mechanical Plan and Notes E-1 Electrical Information S-1 Foundation Plan Id H PF AA 'cc STATE OF WAMINGTONo ❑ © ❑ ®EPT. OF LABOR & INDUSTRIES CONSTRUCTION COMPLIANCE SEC7= 1. Foundation plan review and inspection FACTORY BUILT HOMES FLMS ACCEPTED NO F%6IS120t? 1 -- 2. Air barrier test SUBJECT TO FIELD INSPECTION OvEIMIT 3. An accessible route shall be provided to the building area as OR VIOLATION OF RCV4IS NOT. IN required in 2015 IBC section 1104 9: LATE: r 7 ' � A 3q_yp tq 4. Electrical connection to service 5. On site electrical service grounding, electrode system and bonding 6. Available fault current field markings per NEC 110.24 RLE11111 PROpFss - The Structural Design Details Herein are Specific to the Building Size and 0'IN�F Q �p2 7. Required arc flash labeling -y Module Conflguration Shown on the Floor Plan of These Drawings. 1930OPE f 8. Accessible plumbing fixtures required by IBC 2902.1, but not - No Authorization is Given or Implied for use of the Modules in the Initial or shown in this building are conveniently located in an adjacent Subsequent installation Which Results in a Building Size or Installed Module accessible building located on the same property, and the path Configuration Different Than Shown on These Drawings. of travel to such facilities shall not exceed a distance of 500 ft. - This Building will be sited a minimum of 10 feet from all Property Lines and 10 9. Fire extinguisher installed near exterior door on site feet from any assumed Property Lines between existing structures on this site. 10. Fire alarm system review and inspection - Site contractor bears responsibility for providing handicap accessibility to this 11. Ridgeventing, insulation (i.e. modline %2') vapor ba, structure in conformance with appropriate codes." barriers and draftstops at modline installed on siteCiTy i `'j"vltA JUL t 9 2019 12. Midspan floor support PERMIT CENTER 13. Site installed Gutters & downspouts COPYRIGHT2018, BLAZER INDUSTRIES, INC. ElMODULAR for. THIS MATERIAL IS THE EXCLUSIVE PROPERTY CIGiSSl-OCJl% / O! OF BLAZER INDUSTRIES, INC. AND SHALL $ X 3Z NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE INDUSTRIES, INC. �® 44www.blazerind.com OR WA Pacific Mobile 18 BLMP-05 BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. P.o. Boxaa9 13 Aumsville, oR 97325-04as r i ripproveu ror wnsu File Copy: 0101 Drawn By: Issue Date: Job No: 19216 AJB 05-11-18 TSE1 0 co Q) Q O. (D Lr) O 00 N cD 0 O cn C) 0 Cn x 00 C) cT 2 U) C, 0 CN x LO FIRE EXTINGUISHER IN CABINET 3/8 = 1'-0" QTY. SIZE DESCRIPTION LOCK REMARKS DOORS INsuLATED:GALV. STEEL SS-BBH NRP HINGES 1 30 68 w/ WELDED STEEL JAMB LOCK SET TEXTURED PAINT FINISH AND WEATHERSTRIPPING A(NOTE 1) CLOSER DEFAULT .37 U-FACTOR PEEP HOLE 18"X 32" INSULATED LITE NOTES: A. DOOR HARDWARE SHALL BE COMPLIANT WITH ICC A117.1-2009 SECTION 404.2.6 2. ALL DOOR HARDWARE TO HAVE SATIN CHROME/ALUMINUM TYPE FINISH 3. ALL DOORS TO BE PREPPED FOR 2/4" BACKSET LOCKS I WINDOWS HORIZONTAL SLIDER DUAL GLAZE - LOW "E" - ARGON GAS 2 6' x 4' PRIME- WHITE VINYL FINISH MINI BLIND - TEMPERED NFRC 0.29 U-FACTOR - SHADING COEFFICIENT 0.39 NOTES: -GALVANIZED FLASHING INSTALLED UNDER EXTERIOR TRIM ABOVE WINDOWS -INSTALL SELF-ADHESIVE FLASHING OVER EXTERIOR FLANGES PER RECOMMENDED INSTALL PATTERN -SEE SPEC'S FOR MINI BLIND DESCRIPTION 32'-0" 7 DOWN SPOUT LOCATION (2) 8' x 4' WHITE BOARDS wl Classroom for. WSTRIES, INC. KCDA - Stock w.blazerind.com OR9732544B9 110MMITM Pacific Mobile 18 BLMP-05 MARKER TRAY ELECTRIC PANEL N+__3 A_ IIEMVEn CITY OF TUKWILA JUL $9 2019 PERMIT CENTER FASTENING SCHEDULEMATERIAL LIST ` F F WALLS: LOOR: .ROOF,.: 2 x 8 FLOOR JOIST -TO -RIM MIN. OF 4- 0.131" x 3": NAILS SENCO KC27 OR EQUAL ROOFING.............ARCH. SHINGLES OVER SELF -ADHERED PLATE -TO -STUD MIN. OF 3- 0.121" x 3" NAILS- ( ) VW TACKBOARD-TO-STUD @INTERIOR 16 go x 2WiOECROWN STAPLES (SENCO P21) @ 6" oc "iC' &BOTTOM GLASS "A" BOTTOM BOARD -TO --JOIST 16 ga. x 3/8" WIDE CROWN @ 12"oc MAX. UNDERLAYMENT APPLIED SHINGLE FASHION AND GLUED IN FIELD -HIGH WIND APPLICATION-. FLOOR DECKING--TO-2x JOIST 0.113' x 2 3/8 RING SHANK @ 6"oc EDGE, 12"oc FIELD -DRIP EDGE SHALL BE PROVIDED AT EAVES AND SHEETROCK-TO-STUD @ INTERIOR 0.091 x 2Y4" NAILS AT 16" oc EDGE AND. CONSTRUCTION ADHESIVE IN FIELD. (SENGO G£-24). USE CONSTRUCTION ADHESIVE (AFG01) ON JOISTS RAKE EDGES OF SHINGLE ROOFS {IBC 1507.2.9.3}. BOTTOM PLATE -TO -FLOOR 0.131" x 3" NAILS @ 8"oc:(SENCO KC27 OR EQUAL) ROOF: SHEATHING ...... ..... 7/16" APA RATED(24/16) MINIMUM SHEATHING -TO -STUD @ SIDEWALL 0.113" x. 23/s" NAILS @ 6' oc EDGE, 12"oc FIELD TO -RAFTERS FRAMING .............2 x " U #2 RAFTERS @ FOR ALL EDGES SUPPORTED BY FRAMING OR BLOCKING RId- MIN. -OF 3- 0.131" x 3" NAILS {SENCO KC27 OR EQUAL) w/ 2" FURRING ON BOTTOM FOR R38 SHEATHING -TO -STUD @ ENDWALL SEE ENDWALL FASTENING `NOTES ON ELEVATIONS. FURRING -TO -RAFTERS MIN, 4 M20 2 x 3 MIN. PLATES EACH SIDE (MIN.) RIDGEBEAM . ........ . DOUBLE 1 1/2" x 24" CONTINUOUS LVL 2.0E ROOF RIM PLATE 0.131" x 3" NAILS @ 8"oc SENCO KC27 OREQUAL) ( ) LEDGERS.............2 x 4 D.F. TAPER CUT LAP SIDING TO STUD PER MANUFACTURES SPECIFICATIONS LEDGER-TO-RiDGEBEAM 0.131" x 3" NAILS @ 3' oc & 3 @ BUTT JOINTS SENCO KC27 OR EQUAL ...2 x 6 CONTINUOUS LVL 2.0E THREE STUD CORNER CONNECTION : 0.131" x 3" NAILS @ 12" (SENCO KC27 OR EQUAL) ( ) RIMS. RAFTER-TO-RIDGEBEAM 4- 0.131" x 3" NAILS„(SENCO KC27 OR EQUAL) WITH 2 x" 10 OF VENT BLOCKS RIDGEBEAM-TO=RIDGEBEAIvt. - 4 ROWS @ 0.131" x 3" NAILS @ 12"oc INSULATION ........ ..R38 CELLULOSE BLOW-IN OVER CLASS "A" AIR BARRIER NOTES; , MATERIAL (AIR BARRIER COMPONENT) S.-IEATHING-TO-ROOF MEMBERS 16 go x 13/4' STAPLES @ 6"oc EDGE, 12"oc FIELD (SENCO N19} CEILING..............SUSPENDED T-BAR (PER IBC 808.1) THESE KEY AREAS SHALL BE SEALED BY CAULKING, GASKETS, TAPE OR WEATHER-STRIPPING: NOTE: SHEATHING TO BE INSTALLED PERPENDICULAR TO THE RAFTERS. -JOINTS AROUND FENESTRATION (WINDOWS AND DOOR FRAMES): USE APPROPRIATELY SIZED BACKER RUB WITH MINIMUM OFFSET SHEATHING 4 ft. s AND BLOCK` EDGES OF ANY PIECES LESS THAN 24" 2" LAP AT ENDS, : ARCHITECTURAL .....12" OVERHANG -JUNCTIONS BETWEEN WALLS AT: MODLINE CONNECTION: NOTE: ALL MODLINES (DEFINED AS THE SPACE BETWEEN ADJOINING MODULES) SOFFIT ...............FIBER CEMENT PANEL, PERFORATED FOR -BUILDING CORNERS: USE CAULKING MUST BE INSULATED AT THE ROOF, FLOOR AND WALLS ON SITE. VENTING AS REQUIRED -STRUCTURAL: FLOORS: USE. SILL SEAL OR CAULKING -ROOFS (AT RIM): USE SILL SEAL OR CAULKING RiDGEBEAMiS 1/2" BOLTS w/ 1Y2• DA. WASHERS @ 6'-0"oc AND 8" FROM EACH END VENTING.............SOFFIT AND RIDGE -PENETRATIONS OF UTILITY SERVICES,THRU THE AIR BARRIER @ ROOFS, WALLS, AND FLOORS: USE CAULKING, SPRAY FOAM, OR AIR BARRIER TAPE. ' (MINIMUM 2" EDGE DISTANCE) -BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS: USE BACKER" ROD CAULK, SPRAY FOAM OR AIR BARRIER TAPE. R.IAG JOISTS 1/2" BOLTS w/ 1Y2" DIA. WASHERS @ 4'-0"oc AND 8" FROM EACH END -JOINTS, SEAMS, AND PENETRATIONS OF VAPOR RETARDANTS: USE CAULK OR APPROVED TAPE. (MINIMUM 2" EDGE DISTANCE) WALLS; RECESSED LIGHTING FIXTURES: USE "CAULK OR SPRAY FOAM SIDING...............FIBER CEMENT LAP SIDING WITH 8" EXPOSURE OVER BUILDING WRAP. BUILDING WRAP TO EXTEND TO BOTTOM OF FLOOR RIM (MIN.) C. g' A MOISTURE ........... WRAP LOWER 12" OF BUILDING. & CORNERS WITH 4 g PROTECTION MOIST -STOP. WRAP BUILDING w/BUILDING WRAP f A-4 A-4 SHEATHING ........... Yz' COX PLYWOOD (MIN.7532" RATED SHEATHING) FASCIA.... ...1 x 6 12 3 . 2 TRIM. .............. lx 4 AT CORNERS, WINDOWS AND DOORS. LU26 HANGERS AT ALL RAFTERS 2 A-4 A-4 OVER DOOR°,& WINDOW'OPENINGS 1 x 6 @ MODLINE SHIP LOOSE TO BE INSTALLED sir WITH 6- 0.131" x 1 aW NAILS 1 ON SITE BY OTHERS INTO LVL ROOF RIM \ RIDGEBEAi1� BRACING _ Ira I / / NOTE:2% 2" GALV. FLASHING UNDER CORNERS --- / SEE DETAIL FRAMING.............2 x 6 D.F. #3 or BETTER STUDS @ 16"oc FLAME SPREAD IS 25 OR LESS Ii TOP PLATE ......... .2 x 6 CONTINUOUS LVL 2.0E 124 / BOTTOM PLATE. .....2 x 6 D.F. ATSEARodF 6 FT WIDE WINDOWS NRIM/TOP -USE 2- 2x6 D.F. #2 wf MIN. R10 RICki ;FILLER // INSULATION ...... R-21 FIBERGLASS BATTS PLATE -USE FULL HEIGHT STUDS AND a 63 (1} TRIMIM STUD AT ER. SIDE OF WINOai m ` INTERIOR FINISH...... MATERIAL INSTALLED FROM STUDS OUT D w i EXT. WALLS: LAYER 1: %" TYPE 'X' SHEETROCK (AIR BARRIER) 0N° BACKER a LAYER 2: Yz" VINYLWRAP TACKBOARD (FINISH) ROD' � I - I ABOVE WALL FINISH: LAYER 1: %" SHEETROCK i AROUND _ O INTERIOR I : AT GABLE ENDS " f SIDE OF z I ONE DRY CUP PERM VAPOR of '- WINDOWS 0 BARRIER ON THE WARM SIDE, SKIRTING.............SHIP LOOSE 1 I AND BOORS w p TYPICAL THRU-OUT `BUILDING. °a co U m , i GUTTERS.............PROVIDED AND INSTALLED ON SITE BY OTHERS 3 i o of CAULK WAL L, 00: o FLOOR: CORNERS FROM `:a TOP TO BOTTOM I COVERING, ...........ON SITE BY OTHERS AT INTERIOR ° DECKING. ............2�2' APA RATED T&G - GLUED AND NAILED Ca i 7(AIR BARRIER COMPONENT) Nf SEAL A-4 AT FLOOR 4 7 RIMjBOTTOM / I A-4 A-4 ` FRAMING.............2 x 8 OF #2 JOISTS @ 16"oc w I -PLATE RIMS. ................2 x 8 CONTINUOUS LVL 2.OE i ! Eli;'; i t ;I E;iti; .il iltl!.� 3 NOTE:12" HIGH MOISTURE BARRIER INSTALLED ON I ( PERIMETER AT RIMS AND END JOISTS CV \ 1 / JOIST HANGERS ...... AT ALL RIMS `L INSULATION .......... R-30 UNFACED FIBERGLASS BATT FIBERGLASS MIDSPAN MIDSPAN SUPPORT 2" SPACE, SUPPORT (USE TWO LAYERS OF R-15) Y REQUIRED REQUIRED` BOTTOM COVER ...... CLASS A C-11" - li" 6'-11" 6'-11" 13'-10" ---- — - 13'-10 D PROFF Si Zvi. SFIB m F G WAS I�EGr'. i►EZi w�'\ GIN �' O�� 4 OV CITY OF LIK0�A 1930OPE �� , JUL 20i9 MIA - ORE 0 rq z c ' SECTION APERMIT ENTER ,pp !'CY15,19g�t�� '7�0 � 35006 g 1/2" 1,-d, E AOM. SHE SSroNAz�'� EXPIRES: 6/30/2018 sn <v : COPYRIGHT 2018,BLAZER INDUSTRIES, INC. ' ` MODULAR Approved forConst: Job No: 19216 THIS MATERIAL IS THE EXCLUSIVE PRROPERN 4�fv�Sr®OmOr� ---- OF BLAZER INDUSTRIES, INC. AND SHALL File Co NOT BE REPRODUCED, USED, OR DISCLOSED 28 X 32 FY TO OTHERS EXCEPT AS AUTHORIZED BY THEoil INDUSTRIES, INC. Drawn By: AJB 3 w—b-zerand.c4m OR WA Pacific Mobile 18 BL MP-05 Q` DATE REVISION' BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. P.O. eox 489 m Aumsvifle, OR 9732&0489 Issue Date: 05-91-18 m, ` ca cv 3 E O 0 U) 6 U Y U - O N x co (N <t c� N a a CD c 6 U) E O O i O `'r ,,`''' 1! 11 r _ ....sl�i■II■ �111�11��■■ Arai a t s b �E i ;I { F t f N 1N419300 OREGON 'pp GI Y 95199�� kA4 SHE�� EXPIRES: 6 0 8 4. 'S 11 WASk,?l� �A r� 2 x 4 x 2'-8" D.F. "STANDARD" RAFTER ! TAIL ATTACHED TO SIDE OF RAFTER RIDGEBEAM I w/ (3) 0.131" NAILS EACH END ROOF SHEATHING FASTENERS DOUBLE CONT. 1Y2" LVL @ 4"toc EXCEPT AT VENT 2x10 BLOCKING HOLES EXTEND ONE STUD UP ALONG w f � VENT o RIDGEBEAM AND FASTEN WITH HOLEE AT EACH (6) 0.131" x 3" NAILS OR EQUAL -. RAFTER BAY. FASTEN TO ROOF - ::::.::. STRAP 2x4 DF #2 ROOF SHEATHING (3) 0.131 x 3" NAILS RIM w i DOUBLE + -- J 2x4 SUBFASCIA SIMPSON-ST2215 OR EQUAL. �r - OUTLOOKERS @ 0"oc- FASTENERS @ "oc H� CLIP @.EACH 2x4 OUTLCOKER ROW OF 0.13i" x 3" NAILS @ 4"cc � +� 1 x6 FASCIA USE {7) 0.148 x 1Y2" -NAILS 1 � w 3 8d x 1Y2" NAILS EACH WAY. i EACH END OF STRAP. _7 — 1Y2" x 2" FURRING PERFORATED ... _. 1x6FASCIA SOFFIT AIR BARRIER RAFTERS �. 2x4 SUBFASCIA BOTTOM ROOF RIM 121,> FASTENING PER END COLUMN 1Y2 "x2" FURRING FLAT 2x4 & 6" FILLER SCHEDULE USE TRIPLE 2x6 DF #2 GABLE END FRAMING-, ATTACHED TO GLUED BEARING WEDGE LAP SIDING FASTEN STUDS TOGETHER WITH OUTLOOKERS Q 4'-0"oc 0.131 x 3" NAILS DOUBLE ROW OF 0:131" x 3" AIR BARRIER N SOFFIT PER SCHEDULE SHEATHING NAILS OR EQUAL AT 8"oc. 2x4 BLOCKS BETWEEN OUTLOOKERS NAILS MAY BE ANGLED 'SLIGHTLY T0, --- PREVENT NAIL PENETRATION THRU` %" MiN. GYPSUiv SHEATHING FASTENING NEXT COLUMN STUD. WALL BOARD FOR PER SCHEDULE TH RMAL BARRIER 3" EAVE 311 DETAIL MIN. (3) 0.131" x NAILS 121" 1 1 /2" = V-0" ADD TIGHT FIT 2x6 BLOCKING TO NEXT STUD AT WALL THIRD POINTS. --------LAP SIDING @ 8" EXPOSURE ST2215 WITH 6- 10d x 1Y2„ STRAP NAILS EACH END SIMPSON ST2215 OR EQUAL USE (7) 0148 x 1Y" NAILS GABLE END RAFTER �I 2 EACH END OF STRAP. SHEATHING FASTENING 2x6 BLOCKING PER SCHEDULE RIM JOIST AT SHEATHING 1Y2" CONT. LVL FLOOR JOIST JOINT Y2" DI WITH 1Y2" ADD TIGHT FIT BLOCKING UNDER - COLUMN FOR FULL BEARING. 111MI �IIIII��I�� Iflilt nnn IIIUI) nnn 1t111 � 00 hMETER-BOLTnnnumt Iiilli# IIIiI� D• anunu�.nnu=— M i IIIIlhsllllil Y2" SPACER EC326-2 - END COLUMN DETAIL DDL LVL NDWALL OCiF CJVE HAND DETAIL "R CHORD SPLICE DETAIL 1Y2" = V-0" SIMILAR AT FLOOR FASTEN SHEATHING TO VENT 1 FASTEN 2 x 2 x 20" VENT BLOCKS WITH ROOF SHEATHING` BLOCKS 24"oc. TO RIDGEBEAM FASTFNI RS Ca) 4"oc WITH O 131" x 3" NAZI C 1 @ 5"oc MAX. { I JOIST SIZE. JOIST HANGER 10d x 1Y2" NAILS 0.131 x 3" NAILS PER SCHEDULE 2 x 8 LU26 6 2 x 10 I 2'x10 RAFTER ' " RAFTER FASTENING PER SCHEDULE - 12- 15 GA. x 2Yi" STAPLES j (6 DRIVEN EACH WAY) r Yz" SPACE, GONL DOUBLE LVL _" > RIDGEBEAM -- I I n e I) INSULATION LAP SIDING STARTER :STRIP "Z" FLASHING ; i I INSULATION REQ'D BUILDING PAPER STAPLED LSTA24 STRAP BENT OVER ---___ _ - �l� Y2" SPACER ' � " INSTALLED ON SITE L� TIGHT TO RIM' BRACE WITH 7- 10d x 1Y2" ONE DRY CUP PE �Iv1 I 1 v NAILS TO BRACE AND 7- VAPOR BARRIER.-- i SITE INSTALL 10d x 1Y2" NAILS TO BEAM. SNIPPED LOOSE SKIRTING 2 x 4 D.F. BRACES AT 8'oc SITE WORK: FLOOR DETAIL w 9. OF EXTRA BOLTS o IN COLUMN AREA. � 1_ INSTALL RICGEVEv T WITH 1" G1�-Al SCREWS AT 12"oc. EACH SIDE. 1'/" = 1'-O" a 2. INSTALL INSULATION AT MARRIAGE LINE. �R�p PROFFS 3. INSTALL VAPOR 3ARRIER ACROSS MARRIAGE LINE, 2 MIL. MIN. ��GINE�R 2 � M. S � D (CLOSE-UP PLASTIC SUPPLIED WITH BUILDING MAY BE USED). tv y 0 p WA f � ''iECEI�, Ei � 1934 CITY OF'i'i;k::4RLA � JUL � 9 2019 C)RE ON � z ID „ A•PERMIT CENTER OCR Y 15,�g �L4�4 �p��'Gi5 06 p 5 RIDGEBEAM BRACING DETAIL -DAL 24" RIDGE DETAIL � w� 1%" = 1'-0"r EXPIRES: 6130/2018 COPYRIGHT2018, BLAZER INDUSTRIES, INC; MODULAR Approved forConst: Job No: 19216 THIS MATERIAL IS THE EXCLUSIVE PROPERTY Classroom for. ` OF BLAZER INDUSTRIES, INC. AND SHALL File COPY: NOT BE REPRODUCED, USED, OR DISCLOSED 28 x 32 CDA StockINDUSTRIES, INC: TO.OTHERS EXCEPT AS AUTHORIZED BY THE ° Drawn By: AJB DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. 1e P.O. BOX 489, a Aumsvi(18 OR97325-o ss OR, WA P9GlfIC Mobile 18 BLMP-05 Issue Date: 05-11-18 KON (D BERe2 CLIP FACE OF WALL OR PTN. MAX. WIRE 4'-0" ox. MAX. I MAIN RUNNER /,-, (SEE DETAIL 1) - ----- j, 11 . #12 WIRE HANGERS AT 4'-0" oc EACF- np rPnQQ TEE ! —WALL WAY SECURE TO STRUCTURE ABOVE TYfD WALL ANGLE --Z,z ACOUSTIGAL LBOARD CEILING BRACING AT '12'- 0" oc EACH \-1/8" WALL . . . WAY. OMIT WHERE ROOM IS 144 SQUARE WALL----k' POP RIVET (NO POP RIVETS) ANGLE FT. OR LESS. LOCATE FIRST POINT OF < PROVIDE 3/4" SPACE AT WALL7 + -IL BRACING WITHIN 6'- 0" FROM WALL CIA MEMBER AT OPPOSING WALL ��-#12 WIRE HANGERS C) (ATTACHED WALLS) (UNATTACHED WALLS) . . . . . . AT PERIMETER; 8" MAX FROM WALL, TYPICAL FOR ALL MAIN AND CROSS RUNNERS 12 GA. HANGER WIRE TYP. N VERTICAL HANGER 4?-O"oc V ERT ' E A 011 STVT/j� o 45* 12 GAUGE W 2" .#12 SPLAY WIRE BRAC- ING MAIN RUNNER SPLAYED IN PLANE OF EACH RUNNER 4'-0" ox. BRACING WIRES 45' AT VERTICAL 45' ANGLE E 0 AT 12' FT. o.c. 0 2 0 45 2' MAX. 45' U) CROSS TEE MAIN RUNNER 0 CRO STANDARD T-BAR' DETA ILS TEESS to NOT TO SCALE x 00 0) U) 0 U) COPYRIGHT 2018, BLAZER INDUSTRIES, INC. MODULAR THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL 32 NOT BE REPRODUCED, USED, OR DISCLOSED28 �JNDUSTRMS, x TO OTHERS EXCEPT AS AUTHORIZED BY THE INC, DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. www.blazsrind.com P.O. BOX 489 13 Aumsville, OR 97326-0489 OR, WA CO Z 'Cli Cir 2 x 2 SUPPLY Classroom for., KCDX- Stock Pacific Mobile 18 BLMP-05 ') v A 171 1 Approved for Const File Copy: Drawn By: Issue Date: nECFIVEn CITY OF TUK%V-ILA JUL 19 2019 PERMIT CENTER NN ION `.�.� MECHANICAL NOTES: 1. DUCT MATERIAL IS 26 GA. GALV. AND FLEX DUCT. DUCTWORK SHALL BE SUPPORTED PER 2015 IMC WAC CHAPTER 6. SECTION 603 & 2014 OMSC CHAPTER 6 SECTION 602. 2. MATERIAL IN DUCTS SHALL HAVE A FLAME SPREAD INDEX OF LESS THAN 25, SMOKE DEVELOPMENT OF 50 PER 2015IMC WAC CHAPTER 6. SECTION 602 & 2014 OMSC CHAPTER 6 SECTION 602. 3. -LOW PRESSURE DUCT SYSTEMS SHALL HAVE LONGITUDINAL AND TRANSVERSE JOINTS SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS AND 'PLENUMS SECURELY FASTENED AND SEALED WITH WELDS GASKETS MASTICS (ADHESIVES) MASTIC -PLUS EMBEDDED -FABRIC SYSTEMS OR APPROVED TAPES INSTALLED IN ACCORDANCE WITH 2O15 IMC WAC CHAPTER 6 SECTION 603.9 & 2014 OMSC CHAPTER 6 CD-1 CD-1 SECTION 603.9. 10" 10ll 4. WHEN ISOLATION SLEEVES ARE USED AT LINE CONNECTIONS TO PLENUMS, THEN THEY SHALL COMPLY WALL . MOUNT WITH IMC CHAPTER 6 RETURN 12'- 10,-. 70 5. 10" DIFFUSERS` WITH NO MANUAL DAMPERS. USE FLOW CONTROLS AT WYES, TYPICAL AS NOTED ON PLAN 10 12 6. MINIMUM OUTSIDE AIR VENTILATION PER 2015 IMC WAC CHAPTER 4, TABLE 403.3.1.1 & 2014 OMSC 10 12 HP-1 CHAPTER 4 SECTION 403.3. 7. OUTSIDE AIR DAMPERS SHALL COMPLY WITH 2O15 WSEC, SECTION C403.2.4.3 & 2014 OMSC CHAPTER 5 1� SECTION 502.4.4 OR 503.2.4.5 _OCT TCURBf" SUPPLYPLENUM 8. SINGLE PACKAGE UNITARY FAN COOLING UNITS HAVING A TOTAL COOLING CAPACITY OF GREATER THAN : #PWS131 20,000 Btu/h REQUIRE ECONOMIZERS PER WSEC 403.3. EXCEPT AS PERMITTED BY C403.3 EXCEPTION 1 OCCUP,ED SET POINT 9. AN ECONOMIZER IS NOT REQUiREED ON THIS COOLING SYSTEM PER 2014 OMSC CHAPTER 5 SECTION 503.3.1 TO BE CONTROLLED BY EXCEPTION 1. nLIGHT OCCUPANCY SENSORS MECHANICAL NOTES: (cont.) MECHANICAL EQUIPMENT INSTALLATION IN OR ON THIS BUILDING SHALL BE IN ACCORDANCE WITH °CD-1 CD-1 THE REQUIREMENTS OF THE 2015 IMC WAC CHAPTER 6 & 2014 OMSC CHAPTER 6. loll10"ROUND FLEX DUCT SHALL BE U.L. LISTED CLASS 1, STANDARD 181 - FACTORY MADE AIR DUCTS AND AIR CONNECTORS. MEASURED IN ACCORDANCE TO ASTM`C 518 OR ASTM C 177 AT 75DEG F MEAN TEMPERATURE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURES INSTALLATION INSTRUCTIONS MECHANICAL DRAWINGS SHOW DUCTWORK SIZES TO BE CLEAR INSIDE DIMENSION. DUCT INSULATION SHALL COMPLY WITH 2O15 IMC.WAC CHAPTER 6, SEC. 604 & 2014 OMSC CHAPTER 6 SECTION 604. ELECTRICIAN MUST 'VERIFY ALL ELECTRICAL REQUIREMENTS AND LOCATIONS. THERMOSTAT SCHEDULING TO BE PERFORMED ON SITE BY OTHERS. CALPLAN ALL HVAC EQUIPMENT LEAVES FACTORY WIRED FOR 240 VOLT OPERATION THE ACCEPTABLE OPERATING RANGE FOR THE 240V & 208V TAPS ARE: 1/4 _ V-0 TAP RANGE MINIMUM VENTILATION RATES PER IMC SECTION 403 Rp , room# name Az {sf} sf/1000 jOcc.Dens;Pz;(calc) Pz (used) (cfm/person) Ra (cfm/sf) Vbz (cfm) 1 Classroom 817 0.817 35 29 10 0.12 388 388 cfm Az = room area (sf) Occ. Dens= occupant density (from Table 403.3) Pz (calc) = zone population or occupant quantity (calculated) Pz (used) =zone population or occupant quantity (user can override the calculation -increase only) Rp = people outdoor airflow rate in breathing zone (cfm/person) Ra =area outdoor airflow rate in breathing zone (cfm/sf) Vbz = Breathing zone outdoor air flow rate pere . 4-1(R *PztRa*Az) 240 253-216 208 220-187 SITE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR MAKING SURE THE RIGHT TAP IS CONNECTED FOR THE APPLIED SITE VOLTAGE AIR FILTERS IN HVAC UNITS OR SYSTEMS ARE TO BE CHANGED EVERY 30 DAYS BY OTHERS ON SITE. REGISTER AIR FLOW TEST AND BALANCE OF HVAC SYSTEM TO BE PROVIDED AND PERFORMED BY OTHERS ON SITE. HVAC SITE CONTRACTOR IS RESPONSIBLE FOR BALANCING THE SYSTEM. (2015 IMC WAC 403.3.3.1.5) & 2014 OMSC CHAPTER 4`'SECTION 403.7. PACKAGE *SPVU* HIGH EFFICIENCY WALL MOUNT HEAT PUMP - SCHEDULE DOAS/ERV/ELECTRICAL 11) DOAS/ERV/EL ECTRICAL" Q COOLING CAPACITY Q HEATING CAPACITY ® DOAS I I UNIT HEAT STRIPS _ ENERGY RECOVERY ELECT. INFORM. FLFCT. COMP TOTAL ECON. DOAS LOW VENTILATION MODE FULL VENTILATION MODE COOL SENS. COOL SENS. HTG HTG OUTDOOR ELEC. ELEC. OPER. BARD TYPE CFM BLR. T00% ERV ECM � ECM OUTSIDE ENTJ ENT CAP. CAP. CAP. CAP. OUTSIDE CAP. CAP. SUMMER DB/WB HRS HRL WINTER INDOOR WHR HEAT HEAT WGT. ADDITIONAL TAG QTY MODEL # TONS SCROLL NOM. TYPE. FREEFLOW VOSA V-PH ERV BLOWER V-PH ERV I BLOWER DB DB WB £ER IPLV PART PAR- STU o FULL LOAD 08 COP P�STUHp FULL/LOAD BTUH o EFFICIENT DEG'S BTUH BTUH EFFICIENT 08 MOP V-PH MCA MOP CKT V-PH MCA BTUH CKT KW BTUH LBS. REMARKS PART/xa MOTOR MOTOR 750 388 AMPS-1-3 AMPS-.87 AMPS-2.2, aMPS-1:74 HP-1 1 C36HA-A10ZP4XXR 3 2-STAGE 7100 . ECM NO 388 230/1 WATTS-296 WATTS-95 230/1 WATTS-4.2 WATTS-192 95 80 67 17.0 14.5 23.4K 78.5K ' 35K 26.3K 47 3.3 22.7K 31K 65% 95/70 6,318 1,711 80% 7,711 23,328 230/1 27 40 A 240/1 52 60 8 10 34,130 678 t, 2, 3, 4, 5, 6, 7, 8 ADDITIONAL REMARKS; - 1 - ENERGY MODEL PLAN WASHINGTON APPROVAL #15FBS1700193 2 - INCLUDE BARD WALL CURB #TCURBF3642A-4. 3 - THERMOSTAT, BARD #8403-060, 7-DAY PROGRAMMABLE. 4 - WALL CO2 SENSOR. #8403-067 5 - OCCUPANCY SENSOR, (SUPPLIED BY BLAZER) 6 - GPS (FIELD INSTALLED CONTROL KIT). 7 - 2 FILTER. 8 - ERV (DOAS) ENERGY RECOVERY. 9 - UNIT COLOR IS *BUCKEYE GRAY* 10 - PRE INSTALLED. OUTDOOR THERMOSTAT, SET AT 40DEG'S. ** M.C. TO REFER TO INSTALLATION INSTRUCTIONS FOR START UP .AND EQUIPMENT SET. ** M.C. TO CHECK SITE VOLTAGE AND BET CORRECT TAP ON TRANSFORMER. ** M.C. TO SET AND PROGRAM THERMOSTAT PER CUSTOMERS REQUIREMENTS. C36ti1 ERV Watts - Low 296 Waits Blower Full Load 192 Watts ERV Amps -Low 1:3 Amps Blower Full Load 1.74 Amps ERV CFM` - Low 300 CFM Blower Port Load 95 Watts ERV Watts - Med 415 Watts Blower Port Load 0.87`Am s ERV Amps - Med 1:8 Amps ERV CFM' - Med 375 CFM Compressor Full 2588 Watts ERV Watts - Hi 497 Watts Com ressor Full 11.46 Am s ERV Amps - Hi 2.2 Am s Com ressor Part 1734 Watts ERV CFM - Hi 450 CFM Compressor Part 7.99 Amps Outdoor Fan 380 Watts _ - Outdoor Fan 1.67 Amps COPYRIGHT 2018, BLAZER INDUSTRIES,' INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL Elm NOT BE REPRODUCED, USED, OR DISCLOSEDIBM • TO OTHERS EXCEPT AS AUTHORIZED BY THE fE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. The sequence of operation for the Integrated DOHS system. 1. Upon a call from the occupancy sensor the (DOAS) ERV and the indoor (ECM) motorwill start in low vent mode and ventilate the space continuously as occupied. Note: .1 on the HVAC Scheduler 2. Upon a call from the CO2 sensor the (DOAS) ERV and the indoor (ECM) motorwill rIECFIVEtD change to full vent mode and ventilate the space until the CO2 sensor is satisfied and then CITY OF TU K1ti ILA revert back to the low vent mode during the occupied time. Note: 2 on the HVAC Schedule. JUL $ 9 20.9 3. The Heating and Cooling section will only work if there is a'Heating or Cooling call from the thermostat. This action works entirely independent of the DOAS ventilation portion. PERMIT CENTER Note: 3 & 4 on the HVAC Schedule. 4 Thls action will keen mneatinn Itself as renwred by the occupancy sensor. CO2 sensor Q d- as 0 N I w 6 E 0 0 U) m a U C) U 0 can N fU x 00 N i Q 0 U Y N rn w m a 0 c 0 E 0 0 m _a U i m 6 c .3 0 0 N #3 VIA PC3 A, 03.5.7 . o L._`../ VIA PC5 _ ELECTRIC PANEL wP GFCI Z4 HVAC UNIT HAS AN INTEGRAL SERVICE DISCONNECT r nAR40 POWER PACK TO SIGNAL THERMOSTAT OCCUPIED PERIOD h C? LL Q S QTY. SIZE DESCRIPTION ELECTRICAL PANEL i 100 120/240V — SINGLE PHASE — STUB THRU — METALLIC RACEWAY SYSTEM LIGHTING 9 2 x 4 LED VOLUMETRIC TROFFER— nLIGHT ENABLED— 6000 LUMEN— 53 WATTS— 4000K WITH EMBEDDED OCCUPANCY AND DAYLIGHT SENSORS COMMUNICATING ON CAT5E LOCAL NETWORK LITHONIA — BLT460LADPEZ1LP84ON10ONES7ADCX 1 72 WATT LED WALL PACK w/ INTEGRAL PHOTOCELL ECONOLIGHT E—WP11 L07CZ / E—ACP1 HVAC 1 3 TON 10 KW BARD WALL HUNG HEAT PUMP w/ INTEGRAL ERV— 11 EER RATED THERMOSTAT 1 BARD 8403-060 w/ MICROPROCESSOR— 7 DAY PROGRAMMABLE AUTOMATIC SETBACK— DEADBAND CONTROL - OCCUPANCY INTEGRATED INTO nLIGHT SYSTEM 1 BARD CMC-29 FREEZE STAT CO2 SENSOR 1 BARD 8403-067 — DEMAND CONTROL VENTILATION 6-1-18 ELECTRICAL ENGINEERING AIRS I COPYRIGHT 2018, BLAZER INDUSTRIES, INC. 6-1-18 ENGINEERING REVIEW HEM THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL 6&rIND NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. MMP.O. BOX489 ®Aumsvlie, OR SIGNED 06/01/2018. ELECTRICAL SYMBOLS SYMBOL DESCRIPTION AFF TO TOP REMARKS xx �p nLIGHT DIMMING CONTROL 48 DIMMING CONTROL. LOWER CASE SWITCH CAT5E CONNECTED LETTERS DESIGNATE ZONING nLIGHT nPP20PL ABOVE CONTROLLED BY nLIGHT ENABLED PLUG LOAD CONTROL RELAY CEILING FIXTURE OCCUPANCY SENSORS P P nUGHT nPP16 THERMOSTAT ABOVE CONTROLLED BY nLIGHT ENABLED CONTROL RELAY CEILING FIXTURE OCCUPANCY SENSORS DUPLEX RECEPTACLE 20 180 VA EACH HALF CONTROLLED HALF HOT TAMPER RESISTANT TR QUADPLEX RECEPTACLE 20 180 VA EACH HALF CONTROLLED HALF HOT TAMPER RESISTANT a SINGLERECESSEDCLOCK g4" 180 VA EACH HANGER RECEPTACLE wP WEATHER RESISTANT GFCI 20" 180 VA EACH GFc1 RECEPTACLE PHONE / DATA BOX 20" 4" SO BOX SINGLE GANG MR WITH 3/4" CONDUIT UP AND DOWN FIRE ALARM PULL STATION 48" 4" SQUARE BOX w/ SINGLE GANG MUD RING — 3/4" RACEWAY STUB UP ONLY y FIRE ALARM INTERIOR 84 �A �! HORN / STROBE PAINT BOX, MUDRING AND RACEWAY "RED" IN COLOR FIRE ALARM EXTERIOR HORN / STROBE 84 THERMOSTAT 48" 4" SO BOX SINGLE GANG MR WITH `'f 1/2" CONDUIT STUB UP FO LED WALL PACK 84" 75 VA EACH RECFIVED CITY OF U :WILA HEIGHT ENABLED LED TROFFER w/ INTEGRAL SENSORS- CEILING 53 VA EACH JUL t 9 2019 ELECTRICAL PANEL 7TT7 PERMIT CENTER of E 0 0 1 V) x 00 rn 70 U) E 0 V) 0~ �C: CD PANEL SCHEDULE NOTE: ALL CONDUCTORS COPPER. 100 AMP 1¢ 22,000 AIC CKT N . 0' DESCRIPTION TRIP AMPS WIRE SIZE VOLT AM PS 100 VOLT WIRE TRIP DESCRIPTION CKT LIGHTS - - 20 725 52 7052 4 80 HVAC 2 3 f5 RECEPTACLES 20 7- 2 -5- 60 7052 4 RECEPTACLES 20 72- 080 SPACE 6 7 7 RECEPTACLES 20 7- 2 -i- 00 SPACE 8 9 SPACE - - - SPACE 10 11 SPACE - - SPACE 12 13 SPACE - SPACE 14 15 SPACE - SPACE 16 17 SPACE - SPACE 1 19 1 SPACE SPACE 20 ELECTRICAL PLAN REVIEW LOAD CALCULATIONS VOLTAGE: o PHASE: .�2 4 CONNECTED LOAD CALC.LOAD LIGHTING EXTERIOR INTERIOR 75 VA x 125 X = 94 VA 477 VA x 125 % = 596 VA RECEPTACLES THRU 10,000 OVER 10,000 3240 VA x 100 % = 3240 VA 0 VA x 50 % = 0 VA MOTORS, COMPR. TOTAL LARGEST 4104 VA x 100 % = 4104 VA (2832) VA x 25 % = 708 VA HEATING 10000 VA x 100 % = 10000 VA TOTAL KVA CONNECTED LOAD 17.90 TOTAL KVA LCULATED CA LOAD AMPS 18.74 74. 51 78.09 FIXTURE EMBEDDED OCCUPANCY DAYLIGHT SENSOR (TYPICAL) PLUG LOAD CONTROL RELAY (TYPICAL) CAT 5E PATCH CABLE OPEN TOPOGRAPHY HOMERUN TO PANEL (TYPICAL) II H= HOT (BLACK) H N N= NEUTRAL (WHITE) S= SWITCHED HOT (RED) NLS H 60 6All n O HALF CONTROLLED HALF CONSTANT POWERED RECEPTACLE (TYPICAL) H.V.A.C. (MOTOR, COMPRESSOR, HEATER S14K§)_ OPERATION VOLTAGE 197 MIN. 253 MAX. COMPRESSOR 11.8 RLA 83 LRA OUTDOOR FAN 2.5 FLA 1/5 H.P. DOOR BLOWER FAN 2.8 FLA 1/3 H.P. HEAT STRIP 10 KVA MINIMUM CIRCUIT AMPS 79 AMPS, MAXIMUM OVERCURRENT PROTECTION 80 AMPS, OVERCURRENT, PROTECTION— DUAL ELEMENT TIME DELAY FUSE OR HACR CIRCUIT BREAKER ONE -LINE -DIAGRAM 100 AMP FEEDER PANEL MAIN BREAKER 120/240 1� 100 AMP 11 '2" PVC 1-1/2" PVC STUB THRU STUB FOR BY BLAZER FUTURE (;1— (2) #2 Cu THHN GROUNDING (1) #4 Cu THHN AND (1) #6 Cu BONDING (WIRE ON SITE BY OTHERS) GENERAL NOTES: 1. WHEN STRANDED WIRE IS USED, ALL TERMINATIONS ARE MADE BY A PRESSURE TERMINAL, BY TAILING OFF WITH SOLID CONDUCTORS OR OTHER APPROVED MEANS OF TERMINATION. 2. ALL CONDUCTORS ARE COPPER; TYPE THHN / THWN 3. RATING OF STANDARD PANEL IS 22,000 A.I,C. 4. WIRING METHOD IN METALLIC CONDUIT OR M.C. CABLE. 5. HVAC DISCONNECTS SHALL BE LABELED WITH AN IDENTIFICATION PLATE SHOWING CIRCUIT NUMBER AND EQUIPMENT SERVED. WAC 296-46B-1 10 022 6. EXTERIOR WEATHER PROOF GFCI SHALL HAVE A "HEAVY DUTY" WEATHER PROOF "IN USE" COVER. 2017 NEC 406.9(B) (1) 7. CONTROLLED RECEPTACLES SHALL BE LABELED PER 2017 NEC 406.3(E) WITH THE TEXT "CONTROLLED" AND THIS SYMBOL 0 8. THIS PLAN IS NOT AN "AS -BUILT' CIRCUITS MAY BE RUN DIFFERENT THAN SHOWN BASED ON OBSTACLES ENCOUNTERED. 51 -11 C WAC 2015 WSEC CHAPTER 4 NOTES: 1. ALL LIGHTING SHALL CONFORM TO SECTION C405 2. BASE CLASSROOM LIGHTING POWER DENSITY (C405.4.2.1) 833 SO. FT. x I WATT PER SQUARE FOOT = 833 WATTS ALLOWED ED ADDITIONAL REDUCTION IN LIGHTING POWER DENSITY (C406.3.1) 833 WATTS ALLOWED (BASE) x.75 = 625 WATTS ALLOWED TOTAL WATTS ALLOWED = 625 TOTAL WATTS INSTALLED = 477 WATTS % OF ALLOWED INSTALLED = 76% 3. 1007. OF LIGHTING FIXTURES HAVE EMBEDDED OCCUPANCY AND DAYLIGHT SENSORS FOR INCREASED ENERGY SAVINGS, AND ARE INDIVIDUALLY ADDRESSABLE. (C406.4) 4. 100% OF LIGHTING IS SET FOR CONTINUOUS DIMMING AND IS ADJUSTABLE BY OCCUPANTS, FOR OCCUPANT COMFORT, VIA WALL PODS. (C406.4) 5. 50% OF RECEPTACLES ARE CONTROLLED BY LOCAL OCCUPANCY SENSORS (C405.10) 6. THERMOSTAT OCCUPIED PERIOD WILL BE DETERMINED BY THE nLIGHT OCCUPANCY SENSORS INTEGRAL TO THE LIGHTING FIXTURES. nECEIVED CITY `OF TUKWILA JUL $ 9 20119 PERL41T CENTER SIGNED 06/0I/2018 6-1-18 ELECTRICAL ENGINEERING ARS COPYRIGHT 2018, BLAZER INDUSTRIES, INC. MODULAR Classroom for: THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED e EI gINIDUST22ES TO OTHERS EXCEPT AS AUTHORIZED BY THE . r 'it WRITTEN PERMISSION OF BLAZER INDUSTRIES. 489 OR, WA KCDA Stock V �® 44wwwbIazerInd..wrn P.O. BOX 489 M Aurrisville, OR 97325-0 28 x 32 Pacific Mobile 18 BLMP-05 Approved for Const: Job No: 19216 6-1-18 ENGINEERING REVIEW HEM EME2 File Copy: Dram By: AJB DATE REVISION BY Issue Date: 05-11-18 a 32' - 0" 2 _ 16 x 8 VENTS - FOUNDATION ACCESS 1 r� s-1 SEE NOTE #14 FOR QUANTITY SEE NOTE #9 OR --------------- .JOR ncA — —t t '-------------------------------------------------------------- END COLUMN NOTE: 01 OF, Foundation 2 x 8 BLOCKING SIMILAR J , i AT COLUMN Not Reviewed B ' J t s -- -- �° State Of Oregon I t SHEAR STRIP-� ' i; i E S Building Codes Division FINISHED_ GRADE 1= -- L I (__J -- 2x6 P.T. SILL ifl --CONT. #4 HORIZ. � ==I11=( BAR @ 18"oc w P1_F ;i_ #4 @ 48"oc t r t 5— #4 REBAR EACH WAY z 2- #4. REBAR ( r_j t.-1 / S-1 F-i `- co I - I / I I00 I I a .• i® i Q N 6 MIL. VAPOR o BARRIER N - `--' - - -- — —+- ! - --� t / \ I t t y I -... - IL�III�II I'! -III Ili _I 7! I 8'-0" 8,-0" 8,-0„ 8,-0" w f 12„ I I_ a t�l l i 1 t t , - -- 3'-0" SQUARE rvo cJ END COLUMN FOOTING STEM1lVALL FOOTING DETAIL _ 1= I t I t i 6'-0 6,-0„ I 6'-0„ 6'-0" 6'-0" 2'_' ' 32' WALLS (A & C 28' WALLS (1 & 2) TOENAIL RIM TO SILL WITH 16d HOT DIP -TOENAIL RIM TO S!L_ WITH 16d HOT Dii' t GALV. BOX NAILS @ 12" O.C. GALV. BOY NAI , @ 12" o.c. FASTEN SHEAR STRIP TO RIM AND SILL -FASTEN SHEAR TO RIN'AND SILL t L_______ __ Q WITH 6d HOT DIP GALV_- BOX NAILS WITH 6d .HO t "1)iP GALV. BOX NAILS '------------------- - ---------------- ------ ---------------- J Q @ 6" o.c. @ 6" oc _..• -USE SIMPSON ?v;.`.SA ANCHORS @ 6'—C"oc N USE SIMPSON MASA ANCHORS @ 6'-O"oc AND 3 1/2" -0 i2" FROM END OF co AND 3 1/2' TO 12" FROM _END OF MUDSILL PIECES. 00MUDSILL PIECES. F (3*# U N D AT I N PLAN o SCALE: 1/4" V-0" `ra TB GENERAL NOTES: 2 x 8`'LVL RIM 1. FOUNDATION SYSTEM IS ENGINEERED ONLY FOR USE WITH 11. THE AMOUNT OF VENTING REQUIRED IS DETERMINED BY DIVIDING 4 x 8 D.F. #2 BEAM -- BUILDINGS MANUFACTURED BY BLAZER INDUSTRIES, INC. THE SQUARE FOOTAGE OF THE BUILDING BY 1500. THE RESULT 3 \ EQUALS THE NET SQUARE FOOTAGE OF VENTING REQUIRED. 2. MINIMUM PROPERTY LINE SETBACK IS 10'-0". THE GROUND SURFACE MUST BE TREATED WITH AN APPROVED 'E A Ilk VAPOR RETARDER MATERIAL AND THE REQUIRED VENT OPENINGS o BUILDING DESIGN LOADS ARE AS FOLLOWS: PLACED SO AS TO PROVIDE CROSS VENTILATION OF THE SPACE. N ROOF .......... 30 P.S.F. (SNOW) DON'T PLACE VENTS UNDER DOORS OR WHERE THEY MIGHT BE ° 4 x 6 POST ` 12d or 16d BOX WIND ........ ...135 M.P.H. EXPOSURE "B" (Vult) COVERED BY PORCHES, OR DECKS. 0 NAILS (TOENAILED) FLOOR ......... 40 P.S.F. or 1000 LBS. SEISMIC....... SITE CLASS D, SDS=1.0, SD1=0.6 12. BOLT BUILDING TOGETHER AT MOD. LINE AS FOLLOWS: o n4 x 4 POSTS 12d or 16d BOX NAILS TOE-NA!� EA. 4. ASSUMED SOIL ALLOWABLE BEARING. PRESSURE TO BE 1500 PSF RIDGEBEAMS...... 1/2" BOLTS wj 1 1/2" DIAMETER SIDE @ 4,'-O"oc-MAX. X SIMPSON PA18 (OR MASH) rQ-t ASPHALT SHINGLE (VERIFY w/ LOCAL BLDG OFFICIAL): WASHERS AT 6'-0" oc AND 8" FROM ENDS. pp STRAP w% $- 10d x 1Y2 t 9 8"x 3"x Y" PLYWOOD C B GUSSET E.G. NAILS INTO POST r" I CONCRETE PAD S 5. ALL PERIMETER FOOTINGS TO BE MIN. 12" BELOW GRADE FLOOR RIMS. ...... 1/2" BOLTS w/ 1 1/2" DIAMETER t I w/ 3- 8c NAILS INTO BEA,•.9 w/ 3- AT THE BOTTOM` OF THE FOOTING, OR AS REQUIRED BY WASHERS AT 4'-0" oc AND 8" FROM ENDS. i OPTION: PB44 •, ASPHALT SHINGLE roll 8d NAILS !NTG POST. OPTION: PC44 LOCAL CONDITIONS. t CONCRETE PAD *AT STEMWALLS, USE P.T. r) I' 'I 2 x 4 TIGHT FIT FROM �� or kC4 13. SITE CONTRACTOR TO VERIFY WITH BUILDING TOP OF FOOTING AND g _�� 6. CONCRETE TO BE MINIMUM OF 2500 PSI AT 28 DAYS, MANUFACTURER THE LOCATION OF ALL WASTE AND TOE -NAIL TO BEAM. * I ATE - y I A •• • • ALT.-USE MIN. 1 1/2" i 7. PROVIDE BLOCK -OUT IN STEMWALL FOR ELECT. STUB DOWN. BLOCK -OUTS BEFORE POURING CONCRETE. WATER LINE BLO UTS N DEEP BEAM POCKET. SHIM 03' t11� oo WITH 3G# FELT AS NEEDED BOTTOM- 4.1� p s . ; i;. REINFORCED STEEL: GRADE 60, PLACED 3" CLEAR OF T ol�l. �q PRO I ... t�l _ ,r. R � a` ° d — — _ !il 'f1=11!: III l; If-'' LAP BARS MIN. 24" AT ALL SPLICES AND CORNERS. iiECEiS�Ei3� �5�� GlNF`S'/p M' SHk'r T: I I1=11I-1 I1 I I I=1 I I-1I I_f i t _i i E9I 1-! I I, i-1 I_ CITY OF i ut.'.btLA c� �,� Fop �L G F wAsg L III—{11= 1'-6""SQUARE =11.It=Ili= I —I -11=i SQUARE iii- "L'--I 9. THE 18 x 24 FOUNDATION ACCESS MAY BE LOCATED WHEREVER 19300PE 0 OR 1 -8 DIA. 1! ,!�. II 2 T = DESIRED, PREFERABLY NEAR THE UTILITY HOOK-UPS. JUL $9 2019 OR 1'---8" DIA: OREGdN 10, USE 6 MIL BLACK POLYETHYLENE UNDER ENTIRE BUILDING WITH PERMIT CENTER 3 4MODLINE FOOTING DETAIL NIIDSPAN FOOTING DETAIL JOINTS OVERLAPPED 12 gO�k y15'°9w� ��°�g�35006 o° 1 "=1'-0" 1„ �1'-0" M. SHE SSIONAL E� EXPIRES: 6/30/2018 m v COPYRIGHT2018, BLAZER INDUSTRIES, INC. MODULAR �^+/ Approved Job No: 19296 i THIS MATERIAL IS THE EXCLUSIVE PROPERTY Classroom fo,r: OF BLAZER INDUSTRIES, INC. AND SHALL a> File Co S NOT BE REPRODUCED, USED, OR DISCLOSED d 28 X 32 PY• 39:TO OTHERS EXCEPT AS AUTHORIZED BY THE INDUSTRIES, INC. Drawn a AJB a wm1lazennd.com y' r� DATE REVISION SM 1 BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. P.O. BOX ® Aumsville, OR 97325.0489 OR, �%A Pacific Mobile 18 BLMP-0a Issue Date: 05-99-48 Co 0 Q64'-0,' 8'- 0" --r--------------------T-- 8 29'-3" 34'-9" 46'-0" 46'- 0" QTY. SIZE DESCRIPTION LOCK REMARKS AIR BARRIER NOTES: THESE KEY AREAS, SHALL BE SEALED BY CAULKING, GASKETS, TAPE OR WEATHER-STRIPPING. DOORS INSULATED GALV. STEEL SS-BBRG NRP HINGES 0 8 w/ WELDED STEEL JAMB SFIC PAINT,TEXTURED FINISH 4 3 6 AND WEATHERSTRIPPINGCYLINDER CLOSER -JOINTS AROUND FENESTRATION (WINDOWS AND DOOR FRAMES) DEFAULT .37 U-FACTOR PANIC USE APPROPRIATELY SIZED -BACKER ROD WITH MINIMUM 2" LAP AT ENDS. 8x32 LITE -JUNCTIONS BETWEEN WALLS AT: -BUILDING CORNERS:. - USE CAULKING NOTE: DOOR HARDWARE TO HAVE SATIN CHROME / ALUMINUM TYPE FINISH -STRUCTURAL FLOORS: USE SILL SEAL OR CAULKING -ROOFS (AT RIM): USE SILL SEAL OR CAULKING -PENETRATIONS OF UTILITY' SERVICES THRU THE AIR BARRIER @ ROOFS, WALLS, AND FLOORS WINDOWS HORIZONTAL SLIDER - DUAL GLAZE - LOW "E" - ARGON GAS USE CAULKING, SPRAY FOAM,.OR AIR BARRIER TAPE 1 4 6' x 4' PRIME- WHITE VINYL FINISH - MINI BLIND - TEMPERED -BUILDING ASSEMBLIES USED AS. DUCTS OR PLENUMS NFRC .29 U-FACTOR - SHADING COEFFICIENT .39 USE BACKER ROD, CAULK, SPRAY FOAM OR AIR BARRIER TAPE. -JOINTS, SEAMS, AND PENETRATIONS OF VAPOR RETARDERS. HORIZONTAL SLIDER - DUAL GLAZE - LOW "E" - ARGON GAS USE CAULK OR APPROVED TAPE. 4 6' x 2' PRIME- WHITE VINYL FINISH - MINI BLIND - TEMPERED -RECESSED LIGHTING FIXTURES USE CAULK OR SPRAY FOAM. NFRC .29 U-FACTOR - SHADING COEFFICIENT .39 NOTES: -GALVANIZED FLASHING INSTALLED UNDER EXTERIOR TRIM ABOVE WINDOWS -INSTALL SELF-ADHESIVE FLASHING OVER EXTERIOR FLANGES PER RECOMMENDED INSTALL PATTERN 56'-0" I I I I I t I I I i I I 12°' OVERHANG, TYP. 56'- 0" rliI h ^chvul FILE � NL• 3$�r �REp PROfiF� s/�� of wasg RECEIVED CITY �� G NFF� OFI'tiK4VILA 193ogo PE { JUL 19 2019 { OREGON /- PERMIT CI LATER �� A�35006 sstOXAl JGC Y 1g9A O�/fM'gN�� EXPIRES• 61301�098 COPYRIGHT2018,BLAZERINDUSTRIES,INC. MODULAR CLASSROOM for. ApprovedforConst• -113 Job No: 19201-19202 THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED - p INDUSTRIES; tNc. 28 X 64-18 ® K.C.D.A. ® ® ® ® S.D. File Copy., TO OTHERS AS AUTHORIZED BY THE BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. ®sis MIM P.o. Box 489 0 AUMSVILLE, OR 97325-0489 OR, WA GOLD Pacific Mobile 18 BLMP-27 A2` Drawn By., LDG Issue Date: 3-14-18 FASTENING SCHEDULE WALLS: FLOOR: PLATE -TO -STUD MIN. OF 3- 0.121" x 3" NAILS 2 x 8 FLOOR JOIST -TO -RIM VW TACKBOARD-TO-STUD @ INTERIOR 16 go x 2" WIDECROWN STAPLES (SENCO P21) @ 6" oc TOP & BOTTOM CLASS "A" BOTTOM BOARD -TO -JOIST AND GLUED IN FIELD FLOOR DECKING-TO-2x JOIST SHEETROCK-TO-STUD @ INTERIOR 0.091 x 2Y4" NAILS AT 16" oc EDGE AND CONSTRUCTION ADHESIVE IN FIELD. BOTTOM PLATE -TO -FLOOR 0.131" x 3" NAILS 0 8"oc (SENCO KC27 OR EQUAL) ROOF: DURATEMP OVER %" EXT. GYP. @ SIDEWALL 0.113 x 2 3/8" NAILS @ 12"oe FIELD, 6"oc EDGE w/4"oc TOP & BOTTOM RIM -TO -RAFTERS ALL EDGES SUPPORTED BY FRAMING OR BLOCKING FURRING -TO -RAFTERS DURATEMP OVER 5/a" EXT. GYP. @ SIDEWALL SEE ENDWALL FASTENING NOTES ON ELEVATIONS. ROOF RIM -TO -TOP PLATE THREE STUD CORNER CONNECTION 0.131" x 3" NAILS @ 12" (SENCO KC27 OR EQUAL) LEDGER- TO- RI DGEBEAM RAFTER- TO -RID GEBEAM CABLE END ST2215 w/ 6- 10d x 1Y2' NAILS EA. END SHEATHING -TO -ROOF MEMBERS RAFTER SEAL AT ROOF RIM/TOP PLATE ;V BACKER 0 ROD -1 AROUND INTERIOR-� SIDE OF WINDOWS AND DOORS cc CAULK WALL CORNERS FROM TOP TO BOTTOM AT INTERIOR SEAL AT FLOOR RIM/BOTTOM PLATE a MI. )/2" DIAMETER BOLT WITH 1Y2" DIA. WASHER ;", RIDGEBEAM )/2" SPACER A 11 -117 MODLINE CONNECTION: RIDGEBEAMS RIM JOISTS MIN. OF 4- 0.131" x 3" NAILS (SENCO KC27 OR EQUAL) 16 ga. x 3/8" WIDE CROWN @ 12"oc MAX. 0.113" x 2 3/8" RING SHANK @ 6"oc EDGE, 12"oc FIELD (SENCO GE-24). USE CONSTRUCTION ADHESIVE (AFG01) ON JOISTS MIN. OF 3- 0.131" x 3" NAILS (SENCO KC27 OR EQUAL) MIN. 4- M20 2 x 3 (MIN.) PLATES EACH SIDE 0.131" x 3" NAILS @ 8"oc (SENCO KC27 OR EQUAL) 0.131" x 3" NAILS @ 3"oc & 3 @ BUTT JOINTS (SENCO KC27 OR EQUAL) 4- 0.131" x 3" NAILS (SENCO KC27 OR EQUAL) 16 go x 13/4 STAPLES @ 6"oc EDGE, 12"oc FIELD (SENCO N19) NOTE: SHEATHING TO BE INSTALLED PERPENDICULAR TO THE RAFTERS. OFFSET SHEATHING 4 ft. AND BLOCK EDGES OF ANY PIECES LESS THAN 24" NOTE: ALL MODLINES (DEFINED AS THE SPACE BETWEEN ADJOINING MODULES) MUST BE INSULATED AT THE ROOF, FLOOR AND WALLS ON SITE 1/2" BOLTS wl 1Y2" DIA. WASHERS @ 6'-0"oc AND 8" FROM EACH END (MINIMUM 2" EDGE DISTANCE) 1/2" BOLTS wl 1Y2" DIA. WASHERS @ 4'-0"oc AND 8" FROM EACH END (MINIMUM 2" EDGE DISTANCE) %..*n%jr1kLJ SPLICELjr__ SIMILAR AT FLOOR rl Y�6 LU26 HANGERS AT ALL RAFTERS OVER NON—HEADERED SIDEWALL OPENINGS WITH 6— 10d x 1Y2" NAILS INTO LVL ROOF RIM RIDGEBEAM BRACING SEE DETAIL 5/A-4 6 FT. WIDE WINDOWS —USE 2— 2x6 D.F. #2 w/ MIN. RIO,RIGID FILLER —USE (2) FULL HEIGHT STUDS AND 2 < (1) TRIM STUD AT EA. SIDE OF WINDOW W m O z 0 F_ 0 o C) m 0 0 00 0 -1 0) MOM MIDSPAN SUPPORT SPACE REQUIRED 6'— 6'-11" 13,-10" All 1/2"= 1'-0" COPYRIGHT 2018, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. MM OR FLAME SPREAD - IS 25 OR LESS 11 MIDSPAN SUPPORT REQUIRED 13'-10" 12 12 9-m 9 4 A-4 3 A-4 1 r2441 MATERIAL LIST ROOF ROOFING .............ARCH. SHINGLES OVER 2 LAYERS 15 LB FELT UNDERLAYMENT APPLIED SHINGLE FASHION -HIGH WIND APPLICATION- -DRIP EDGE SHALL BE PROVIDED AT EAVES AND RAKE EDGES OF SHINGLE ROOFS (IBC 1507.2.9.3). SHEATHING ........... 7/16" APA RATED (24/16) MINIMUM FRAMING .............2 x 10 DF #2 RAFTERS @ 24"oc w/ 2" FURRING ON BOTTOM FOR R38 RIDGEBEAM ......... . 1 1/2" x 24" CONTINUOUS LVL 2.0E LEDGERS .............2 x 4 D.F. TAPER CUT RIMS .................2 x 6 CONTINUOUS LVL 2.0E WITH 2 x 10 DF VENT BLOCKS INSULATION ......... . R38 CELLULOSE BLOW-IN OVER CLASS "A" MATERIAL (AIR BARRIER COMPONENT) CEILING ..............SUSPENDED T-BAR (PER IBC 808.1) ARCHITECTURAL. ... .12" OVERHANG SOFFIT ................FIBER CEMENT PANEL, PERFORATED FOR VENTING AS REQUIRED VENTING . ........... . SOFFIT AND RIDGE WALLS: SIDING . ............. . %" DURATEMP T1-11 WITH GROOVES 8"oc USE 4x9 SHEETS MOISTURE . ........... WRAP LOWER 12" OF BUILDING & CORNERS WITH PROTECTION MOIST -STOP, WRAP BUILDING w/BUILDING WRAP SHEATHING ........... %" EXTERIOR GYPSUM WITH TREATED CORE- 4x8 SQUARE EDGE FASCIA . ............ . 1 x 6 TRIM .................1 x4 AT CORNERS, WINDOWS AND DOORS. 1 x4 AT MODLINE SHIP LOOSE TO BE INSTALLED ON SITE BY OTHERS NOTE: 2"x 2" GALV. FLASHING UNDER CORNERS FRAMING .............EXT.: 2 x 6 D.F. #3 or BETTER STUDS @ 16"oc INT.: 2 x 4 H.F. @ 24"oc TOP PLATE ...... 2 x 6 CONTINUOUS LVL 2.0E BOTTOM PLATE. . .2 x 6 D.F. INSULATION ......... EXT. WALLS: R-21 FIBERGLASS BATTS INT. WALL: 3Y2" ACOUSTIC BATT INSULATION AT CROSSWALL TO BOTTOM OF RAFTERS INTERIOR FINISH...... MATERIAL INSTALLED FROM STUDS OUT LAYER 1: 5/8" TYPE 'X' SHEETROCK (AIR BARRIER) LAYER 2: )12" VINYLWRAP TACKBOARD (FINISH) ABOVE WALL FINISH: LAYER 1: %"' SHEETROCK AT GABLE ENDS SKIRTING .............SHIP LOOSE GUTTERS . ........ ... PROVIDED AND INSTALLED ON SITE BY OTHERS FLOOR COVERING ............ CARPET WITH T-MOLD AT MODLINE, 4" RUBBER BASE DECKING ............. 23/32" APA RATED T&G - GLUED AND NAILED (AIR BARRIER COMPONENT) FRAMING .............2 x 8 DF #2 JOISTS @ 16"oc RIMS .................2 x 8 CONTINUOUS LVL 2.0E NOTE:12" HIGH MOISTURE BARRIER INSTALLED CN PERIMETER AT RIMS AND END JOISTS JOIST HANGERS...... AT ALL RIMS INSULATION .......... R-30 UNFACED FIBERGLASS BATT FIBERGLASS (USE TWO LAYERS OF R-15) BOTTOM COVER...... CLASS A 3, -t 19 213119 rCENTER Approved t File Copy., Drawn By: Issue Date: T 6 In O 0 U) 6 U c a EDAT00 Lei WALLT ELEVATION_ i WALL1,^.y € "A" S t i f ,r�r�i K i i T ENDWALL FASTENING: .r^ 1. INSTALL 5/8" DURATEMP SIDING OVER 5/8" GYLAP WITH ALL EDGES SUPPORTED AND FASTENED WITH 0.113 x 2 3/8" GALV. NAILS @ 4"oc EDGE, 12"oc FIELD 2. INSTALL ST2215 STRAPS WHERE SHOWN WITH 7— 10d x 1y2" NAILS EACH END OF EACH STRAP COPYRIGHT 2018, BLAZER INDUSTRIES, INC. 13 THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL mm & NOT BE REPRODUCED, USED, OR DISCLOSED is A--;Ig IN TO OTHERS EXCEPT AS AUTHORIZED BY THE INDUf ®® WRITTEN PERMISSION OF BLAZER INDUSTRIES. Mill P.O. BOX 489 ® AUMSVILLE, OR IWERMCLASSROOM for: ,. s� ! !Pacific Mobile T FLASHING �TTOM OF DOR JOIST ST2215 STRAP WHERE SHOWN w/ 7— 10d x 1Y2" NAILS AT EA. END I FLOOR LINE / I L GROUND LINE ST2215 STRAP WHERE SHOWN w/ 7— 10d x 1Yz" NAILS AT EA. END T 1 �» 1" 1" Y4"x 6"x 12" 2x4 x 4'-0" DF "STANDARD" RAFTER RIDGEBEAM 3f6» UPLIFT PLATE LVL TAIL ATTACHED TO SIDE OF RAFTER FOUR 0.131" NAILS EA. END ROOF SHEATHING FASTENERS ( w/ 1Y" LVL RIDGEBEAM @ 4"±oc EXCEPT AT VENT - cv HOLES EXTEND ONE STUD UP ALONG _ c� 12 —� RIDGEBEAM AND FASTEN WITH :e";: 2 6- 0.131" x 3" NAILS Off EQUAL ':}::::::: ................. ................................... 3/4% 3Y2'x 12" _........................... STRAP /6" 3 SIDES BEARING PLATE i ` ` -2x4 SUBFf�SCIA '1 SIMPSON ST2215 OR EQUAL. 2x10 BLOCKING IM � USE 7- 0.131" x 1Yz" NAILS i w/ (2) 2Ys"O VENT 1 x1x6 FASCIA EACH END OF STRAP. WELDING: HOLE AT EACH G.M.A.W. - AWS A5.18 RAFTER BAY. PERFORATED F.C.A.W. - AWS A5.20 FASTEN TO ROOF SOFFIT ALL WELDS BE SINGLE PASS RIM w/ DOUBLE ROW OF 0.131" x 3" 11, SIDING NAILS 124 END COLUMN USE DOUBLE 2 x 6 D.F. #2 FILLET BY CERTIFIED WELDER TO NAILS @ 4"oc @ 4"oc FASTEN STUDS TOGETHER WITH A.W.S. D1.1 CODE. ® HSS3x3x3/6 COLUMN 0.131 x 3" NAILS PER FASTENING DOUBLE ROW OF 0:131" x 3" A500 Gr. B STEEL TUBE AIR BARRIER SCHEDULE NAILS OR EQUAL AT 8" oc. A36 STEEL PLATE BOTTOM ROOF RIM SIDING (9' PANELS CUT TO FIT) NAILS MAY BE ANGLED SLIGHTLY TO PREVENT NAIL PENETRATION THRU (6) SIMPSON SDS1/4x1Y2" SCREWS (TOP) GLUED BEARING WEDGE 5/8' EXTERIOR GYPLAP NEXT COLUMN STUD. VIX (4) SIMPSON SDS1/4x2Y2' SCREWS (BOTTOM) (DRILL 5/6" HOLES) \ EA V/ 3 E DETAIL 3/4" x 3Y2" x 9" TIGHT FIT 2x6 ADD TIGHT FIT 2 x 6 BLOCKING3 3 SIDES BEARING PLATE BLOCKING WITH 0.1 x 1 1 2" = 1'-0" / TO NEXT STUD AT WALL THIRD POINTS.----,-"�s Ya" x 3Y2' x 5" NA A NAILS EACH END. N UPLIFT PLATE 2x4 DF #2 ROOF SHEATHING (3) 0.131" x 3" NAILS STRAP OUTLOOKERS @ 4'-0"oc @ 4"oc H3 CLIP @EACH 2x4 OUTLOOKER SIMPSON ST2215 OR EQUAL ]FASTENERS w/ (3) 8d x 1Yz" NAILS EA. WAY USE 7- 0.131" x 1Y2' NAILS _ EACH END OF STRAP. �� CONT. LVL RIM JOIST Jo00R 1x6 FASCIA L 2x4 SUBFASCIA RIM JOIST 1" ! i 1" 3» TIGHT FIT LVL FLAT 2x4 & 7/s' FILLER 1Yz" LVL FLOOR JOIST BLOCKING RAFTERS ATTACHED TO s ADD TIGHT FIT BLOCKING UNDER COLUMN FOR FULL BEARING. 70.131" 716 V FASTENER SCHEDULE 1Y2x2" FURRING ENDWALL TOP PLATE 5, 1„ UU ILUUKLKS ( 4 —U oc 124 SOFFIT 2x4 BLOCKS BETWEEN OUTLOOKERS \\ I NAIL SIZE QTY LOCATION 0.131" x 3" 5 EACH END x 3" 2 ROWS AT 4' oc. TO RIM 4 cv 0 cv ci o EV�L� - E ® VOLUIV91� DETAIL I.J�L V 1" = 1'-0" ��7 1 L� 1V1� INTERIOR COLUMN DETAIL 1" = 1'-0" LMIN. (3) 0.131" x 3" NAILS SIDING TRIM 2x6 BLOCKING @ 4"oc AT SIDING JOINT "Z" FLASHING SIDING NAILS @ 4"oc LVL RIDGEBEAM ` `-- 12- 15 GA. x 2Y2' STAPLES FASTEN SHEATHING TO VENT FASTEN 2 x 2 x 20" VENT (6 DRIVEN EACH WAY) BLOCKS w/ ROOF SHEATHING BLOCKS 24" oc TO RIDGEBEAM FASTENERS @ 4"oc WITH 0.131" x 3" NAILS \ 7 `1 @ 5"oc MAX. 4 ENDWALL ROOF DETAIL I Q - - o LSTA24 STRAP BENT OVER — 2 x 10 2 x 10 BRACE WITH Sd x 1)/2" '�- RAFTER RAFTER x NAILS TO BRACE AND 6- N 8d NAILS TO BEAM. o JOIST JOIST 10d x 136" SIZE HANGER NAILS o 2 x 4 D.F. BRACES AT EACH RAFTER 2 x 8 LU28 6 o AS SHOWN BELOW. g ' `% 0.131 x 3" NAILS @ 8' oc BERC2 CLIP POPARIVET CROSS TEE WALL ANGLE #8 x 1 /2" ROUND WASHER HEAD TEK WALL ANGLE SCREW. (SELF— TAPPING) NOTE: SCREW IS NOT TIGHTENED DOWN AGAINST BERC2 CLIP UNATTACHED WALL ATTACHED WALL (TWO ADJACENT WALLS) (TWO ADJACENT WALLS SEISMIC BERC2 CLIP —FACTORY INSTALLED AT TWO ADJACENT WALLS. CROSS TEE —SCREW TIGHTENED FOR SHIPPING IN ROOMS WHERE CEILING CROSSES MOD LINE, LOOSEN SCREW ON SITE BY SET UP CREW SEISMIC ATTACHMENT AT WALLS N.T.S. [ARMSTRONG SEISMIC 'Rx' SUSPENSION SYSTEM (ESR 1308)) 2 X 2 SUPPLY AIR DIFFUSER Q M 0 0. N '..00 O N �t- 0 E0 3 - 00 C OS d 0 0 0 U '..: Y _ - N O i O N O3 N 8" 12 GA. HANGER 8" ---FACE OF WALL OR PTN. MAX. WIRE 4'-0" o.c. MAX. BERC2 CLIP (SEE DETAIL 1) �.� #12 WIRE HANGERS AT 4'-0" oc EACH __._.. MAIN RUNNER _ WAY SECURE TO STRUCTURE ABOVE, TYP. WALL OR CROSS TEE WALL CEILING BRACING AT 12'— 0" oc EACH ANGLEL ACOUSTICAL WAY. OMIT WHERE ROOM IS 144 SQUARE BOARD WALL • • • . FT. OR LESS. LOCATE FIRST POINT OF WALL 1/8" POP RIVET (NO POP RIVETS) ANGLE + + BRACING WITHIN 6'— 0" FROM WALL PROVIDE 3/4" SPACE AT WALL #12 WIRE HANGERS MEMBER AT OPPOSING WALL PERIMETER; 8" MAX (ATTACHED WALLS) (UNATTACHED WALLS) ' + + FROM WALL, TYPICAL FOR ALL MAIN AND CROSS RUNNERS 12 GA. HANGER VERTICAL HANGER WIRE TYP. N VERTICAL - 0 0 4'—O"oc STRUT: E ° I 45' 12 GAUGE UV ( 2" #12 SPLAY WIRE BRACING IN MAIN RUNNER SPLAYED I MAX PLANE OF EACH RUNNER AT 45 4'-0" ox. BRACING WIRES VERTICAL 45° ANGLE 0 AT 12' FT. o.c. ° ° S 0 0. 45 2" MAX. 45° CROSS TEE °° MAIN RUNNER 9a �+ p STANDARD DAR® T-BAR ®ETAI LS DSS TE N.T.S. • r .. _ s...._ ._, ._ >� .,.� t_ ._._ I . _. �.__.. x # • • • .. .. • . CLASSROOM ® a - Centralia S.D. • ® ® • •� .- . jWA. Pacific Mob r PACKAGE *SPVU* HIGH EFFICIENCY WALL MOUNT HEAT PUMP - SCHEDULE - - DOAS/ERV/ELECTRICAL Q DOAS/ERV/ELECTRICAL © COOLING CAPACITY 3Q HEATING CAPACITY ® DOAS UNIT HEAT STRIPS ENERGY RECOVERY ELECT. INFORM. ELECT. INFORO. COMP TOTAL ECON. DOAS LOW VENTILATION MODE FULL VENTILATION MODE COOL SENS. COOL SENS, HTG HTG OUTDOOR ELEC. ELEC. OPER. BARD TYPE CFM BLR. 100% ERV OSA ECM ECM OUTSIDE ENT ENT CAP. CAP. CAP. CAP. OUTSIDE CAP. CAP. SUMMER DB/WEI HRS HRL WINTER INDOOR WHIR HEAT HEAT WGT. ADDITIONAL. TAG QTY MODEL # TONS 'SCROLL NOM.- TYPE. FREEFLOW V-PH ERV BLOWER V-PH ERV BLOWER DB DS WB EER IPLV BTUH BTUH BTUH BTUH DB COP BTUH BTUH EFFICIENT DEG'S BTUH BTUH EFFICIENT DB MOP V-PH MCA MOP CKT V-PH MCA BTUH CKT KW BTUH LBS. REMARKS PART/FULL VENTIL. MOTOR MOTOR PART LOAD PART LOAD FULL LOAD FULL LOAD PART/LOAD NIL/LOAD - HP-1 2 C36HA-AtOZP4XXR 32-STAGE 750 ECM NO 388 450 230/1 AMPS-1.3 WATTS-296 -. AMPS87 WATTS-95 230/1 AMPS-2.2 WATTS-497 AMPS-1.74 WATTS-192 95 80 67 11.0 74.5 23.4K 18.SK 35K 26.3K 47 3.3 22.7K 31K 657 95/70 6,318 1,711 SQ% 1,711 23,328 230/7 27 40 A 240/1 52 60 B 10 34,130 678 1, 2, 3, 4, 5, 6, 7, 8 1100 ADDITIONAL :REMARKS; C36H1 The sequence of operation for the Integrated DOAS System. 1 - ENERGY MODEL PLAN APPROVAL #15FBS1700193 2 -INCLUDE BARD WALL CURB #TCURBE3642A-4. ERV Watts - Low 296 Watts Blower Full Load 192 Watts 1. Upon a call from the occupancy sensor the (DOHS) ERV and the indoor (ECM) motor will 3 - THERMOSTAT, BARD #8403-060, 7-DAY PROGRAMMABLE. ERV Amps - Low 1.3 Amps Blower Full Load. 1.74 Amps start in low vent mode and ventilate the space continuously as occupied. 4 - WALL. CO2 SENSOR.' #8403-067 ERV CFM - Low 300 CFM Blower Part Load 95 Watts Note: 1 on the HVAC Schedule. 5 - OCCUPANCY SENSOR;`(SUPPLIED BY BLAZER) ERV Watts - Med 415 Watts Blower Part Load 0.87 Amps 2, Upon a call from the CO2 sensor the (DOAS) ERV and the indoor (ECM) motor will " 6 - GPS (FIELD INSTALLED -CONTROL KIT). 7 - 2" FILTER. ERV Amps - Med ERV CFM - Med 1.8 Amps 375 CFM Compressor Full 2588 Watts change t p g o full vent mode and ventilate the space until the GO2 sensor is satisfied and then 8 - ERV (DOAS) ENERGY RECOVERY. ERV Watts - Hi 497 Watts Compressor Full 11.46 Amps revert back to the low vent mode during the occupied time. 9 -UNIT COLOR IS *BUCKEYE GRAY* ERV Am s - Hi 2.2 Arn s Com ressor Port 1734 Watts Note: 2 on the HVAC Schedule. _ 10 - PRE: INSTALLED OUTDOOR THERMOSTAT, SET AT 40DEG'S. ERVH1 - 450 CFM Compressor Part 7.99 Am s 3. The Heating and Cooling section will only work if there is a Heating or Cooling call from outdoor Fan Watts wat Sao 380 at the thermostat. This action works entirely independent of the DOAS ventilation portion. ** M.C. TO --REFER TO INSTALLATION INSTRUCTIONS FOR START UP AND EQUIPMENT SET. Outdoor Fan s Note: 3 & 4 on the HVAC Schedule. ** M.C. TO CHECK SITE VOLTAGE AND SET CORRECT TAP ON TRANSFORMER. ** M.C. TO SET AND PROGRAM THERMOSTAT PER CUSTOMERS REQUIREMENTS. 4. This action will keep repeating itself as required by the occupancy sensor, CO2 sensor and Room Thermostat. MECHANICAL NOTES: MINIMUM VENTILATION RATES PER IMC SECTION 403 1. DUCT MATERIAL IS 26 GA. GALV. AND FLEX DUCT. DUCTWORK SHALL BE SUPPORTED PER 2015 IMC Rio WAC CHAPTER 6. SECTION 603 room # name Az (sf) sf/1000 Occ. Dens Pz (calc) Pz (used) (cfm/person) Ra (cfm/sf) Vbz (cfm) 2. MATERIAL IN DUCTS SHALL HAVE A FLAME SPREAD INDEX OF LESS THAN :25, SMOKE DEVELOPMENT 1 Classroom A 829 0.829 35 30 30 10 0.12 399 OF 50 PER 2015 IMC WAC CHAPTER 6. SECTION 602 2 Classroom B 829 0.829 35 30 30 10 0.12 399 3. LOW PRESSURE DUCT SYSTEMS SHALL HAVE LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND 799cfm CONNECTIONS OF SUPPLY AND RETURN DUCTS AND PLENUMS SECURELY FASTENED AND SEALED WITH Az = room area (sf) WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC -PLUS EMBEDDED -FABRIC SYSTEMS OR APPROVED TAPES Occ. Dens = occupant density (from Table403.3) INSTALLED IN ACCORDANCE WITH 2O15 IMC WAC CHAPTER 6 SECTION 603.9. Pz (calc) = zone population or occupant quantity (calculated) 4. WHEN ISOLATION SLEEVES ARE USED AT LINE CONNECTIONS TO PLENUMS, THEN THEY SHALL COMPLY Pz (used) =zone population or occupant quantity (user can override the calculation -Increase only) WITH IMC CHAPTER 6 Rp =.people outdoor airflow rate in breathing zone (cfm/person) 5. 10" DIFFUSERS WITH NO MANUAL DAMPERS. USE FLOW CONTROLS AT WYES, TYPICAL AS NOTED ON PLAN Ra=area outdoor airflow rate in breathing zone (cfm/sf) Vbz=Breathing zone outdoor air flow rate per eq. 4-1(Rp*Pz+Ra*Az) 6. MINIMUM OUTSIDE AIR VENTILATION PER 2015 IMC WAC CHAPTER; 4, TABLE 403.3.1.1. .7. OUTSIDE AIR DAMPERS SHALL COMPLY WITH 2O15 WSEC, SECTION C403.2.4:3. Ln 8. SINGLE PACKAGE UNITARY FAN COOLING UNITS HAVING A TOTAL COOLING CAPACITY OF GREATER THAN N 20,000 Btu/h REQUIRE ECONOMIZERS PER WSEC 403.3. EXCEPT AS PERMITTED BY C403.3 EXCEPTION 1 o a MECHANICAL NOTES: (cont.) MECHANICAL EQUIPMENT INSTALLATION IN OR ON THIS BUILDING SHALL BE IN ACCORDANCE WITH `t THE REQUIREMENTS OF THE 2015 IMC WAC CHAPTER 6. M ROUND FLEX DUCT SHALL BE U.L. LISTED CLASS 1, STANDARD 181 - FACTORY MADE AIR DUCTS AND AIR cv CONNECTORS. MEASURED IN ACCORDANCE TO ASTM C 518 OR ASTM C 177 AT 75DEG F MEAN TEMPERATURE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURES INSTALLATION INSTRUCTIONS MECHANICAL DRAWINGS SHOW DUCTWORK SIZES TO BE CLEAR INSIDE DIMENSION, DUCT INSULATION SHALL COMPLY WITH 2O15 IMC WAC CHAPTER 6, SEC. 604. x oD �d ELECTRICIAN MUST VERIFY ALL ELECTRICAL REQUIREMENTS AND LOCATIONS. o cn - o THERMOSTAT SCHEDULING TO BE PERFORMED ON SITE BY OTHERS. 0 ALL HVAC EQUIPMENT LEAVES FACTORY WIRED FOR 240 VOLT OPERATION THE ACCEPTABLE OPERATING RANGE FOR THE 240V & 208V TAPS ARE: �j o TAP RANGE - 240 253-216 0 208 220-187 N SITE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR MAKING SURE THE RIGHT TAP IS CONNECTED FOR THE APPLIED SITE VOLTAGE. 0 a' AIR FILTERS IN HVAC UNITS OR SYSTEMS ARE TO BE CHANGED EVERY --30 DAYS BY OTHERS ON SITE. a} REGISTER AIR FLOW TEST AND BALANCE OF HVAC SYSTEM TO BE PROVIDED AND PERFORMED BY OTHERS ON SITE. IIEIC EIVED T CITY iJF fi14:LiitLA HVAC SITE CONTRACTOR IS RESPONSIBLE FOR BALANCING THE SYSTEM. (2015 IMC WAC 403.3.3.1.5) o° JUL 19 2019 o PERMIT CENTER E o 0 CP In N COPYRIGHT 2018, BLAZER INDUSTRIES, INC. DI CLASSROOM �(�Job Approved for Conv No: 19201-19202 THIS MATERIAL IS THE EXCLUSIVE PROPERTY U) ° OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED INDUSTRIES, INC. ZH X 64ile ® ® ® ® S.D. Copy. -Ia-I� LDG mffldgd a TO OTHERS EXCEPT AS AUTHORIZED BY THE ®® OR, WA GOLD Pacific Mobile 1$ BUMP-27 A2 Drawn By: o DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. P.o. Box 489 ® AUMSVILLE, OR 97325-0489 Issue Date: 3-14-18 0 N wELECIRICAL PLAN a SCALE: 114" = V-0" ARS 2/4/2018 00 0 0 QTY. SIZE DESCRIPTION ELECTRICAL PANEL 1 200 120/240V — SINGLE PHASE — STUB THRU — METALLIC RACEWAY SYSTEM LIGHTING ' 18 2 x 4 LED VOLUMETRIC TROFFER— nLIGHT ENABLED— 6000 LUMEN-- 53 WATTS— 4000K WITH EMBEDDED OCCUPANCY AND DAYLIGHT SENSORS COMMUNICATING ON CAT5E LOCAL NETWORK LITHONIA. - BLT460LADPEZ1LP840N100NES7ADCX 2 42 WATT FLUORESCENT WALL PACK w/ INTEGRAL PHOTOCELL HVAC 2 3 TON 10 KW BARD WALL HUNG HEAT PUMP w/ INTEGRAL ERV— 11 EER RATED THERMOSTAT 2 BARD 8403-o60 w/ MICROPROCESSOR— 7 DAY PROGRAMMABLE AUTOMATIC SETBACK— DEADBAND CONTROL — OCCUPANCY INTEGRATED INTO nUGHT SYSTEM 2 BARD CMC-28 OUTDOOR STAT 02 SENSOR `' rc 2 BARD 8403-067 — DEMAND CONTROL VENTILATION vi ° COPYRIGHT 2018, BLAZER INDUSTRIES, INC. U THIS MATERIAL IS THE EXCLUSIVE PROPERTY N OF BLAZER INDUSTRIES, INC. AND SHALL 6 NOT BE REPRODUCED, USED, OR DISCLOSED p TO OTHERS EXCEPT AS AUTHORIZED BY THE n DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. 00 N .. 6.' J45 "Y" COUPLER TYPICAL) I'?ECEIVEn CITY OF TUKv%LA JUL 19 2019 PERMIT CENTER NOTE: ALL DEVICES & FACE PLATES TO BE IVORY ELECTRICAL SYMBOLS SYMBOL DESCRIPTION AFF TO TOP REMARKS SYMBOL DESCRIPTION AFF TO TOP REMARKS xx nLIGHT DIMMING CONTROL SWITCH CAT5E CONNECTED 48 DIMMING CONTROL. LOWER CASE LETTERS DESIGNATE ZONING PHONE /DATA BOX 20. 4" SQ BOX SINGLE GANG MR WITH 3/4" CONDUIT UP AND DOWN © nLIGHT nPP20PL PLUG LOAD CONTROL RELAY ABOVE CEILING CONTROLLED BY nUGHT ENABLED FIXTURE OCCUPANCY SENSORS FIRE ALARM PULL STATION 48" 4" SQUARE BOX w/ SINGLE GANG MUD RING — 3/4" RACEWAY STUB UP ONLY PAINT BOX, MUDRING AND RACEWAY "RED" IN COLOR TR DUPLEX RECEPTACLE HALF CONTROLLED HALF HOT 20 180 VA EACH TAMPER RESISTANT FIRE ALARM INTERIOR HORN / STROBE 84 wP �GFCI WEATHER RESISTANT GFCI RECEPTACLE 20" 180 VA EACH 49 FIRE ALARM EXTERIOR HORN / STROBE 84 SINGLE CLOCK HANGER RECEPTACLE 84" 180 VA EACH FO FLUORESCENT WALL PACK WITH INTEGRAL PHOTOCELL 84" 42 VA EACH CEILING MOUNT RECEPTACLE FOR AUDIO / VIDEO CEILING 1500 VA CUMULATIVE nLIGHT ENABLED LED TROFFER w/ INTEGRAL SENSORS CEILING 53 VA EACH DC �TR DEDICATED DUPLEX RECEPT FOR CHARGING STATION 20 1500 VA EACH TAMPER RESISTANT � �.'J THERMOSTAT 48" 4" SQ BOX SINGLE GANG MR WITH 1/2" CONDUIT STUB UP DC &TR DEDICATED QUADPLEX RECEPT FOR IDF CABINET 78 1500 VA EACH TAMPER RESISTANT Coe CO2 SENSOR 48" 4" SQ BOX SINGLE GANG MR WITH 1/2" CONDUIT STUB UP ELECTRICAL PANEL 72" i AM • :• INDUSTRIES,O- • f 8 a s Pacific CLASSROOM o KmCuDmAm - Centralia S.D. tt Approved for&_4_t, Job No: 19201-19202 FileCopy: l ° Eml Drawn By., LDG Issue Date: 3-14-18 PANEL SCHEDULE NOTE: ALL CONDUCTORS COPPER. 200 AMP 1� 22,000 AIC CKT NO. DESCRIPTION TRIP AMPS WIRE SIZE VOLT AMPS 200 A B �� r� =�~ �� - —�~ �� r\ �� r� �~ VOLT AMPS WIRE SIZE TRIP AMPS DESCRIPTION CKT NO. I LIGHTS 20 12 1038 7052 4 80 HVAC 2 3 RECEPTACLES 20 12 900 7052 / / / 4 5 -RECEPTACLES 20 12 900 7052 4 80 HVAC 6 7 RECEPTACLES 20 12 900 7052 / / / 8 9 RECEPTACLES 20 12 900 1500 12 20 IDF QUADPLEX 10 II AUDIO / VIDEO 20 12 1500 1500 12 20 CHARGING STAT. 12 13 SPACE 1500 12 20 CHARGING STAT. 14 15 SPACE SPACE 17`` SPACE SPACE J20 19 SPACE SPACE L CTI L PLAN REVIEW LOAD CALCULATIONS VOLTAGE: 120/240 PHASE: 1 cp CONNECTED LOAD CALC.LOAD LIGHTING EXTERIOR INTERIOR 84 VA x 125 % = 105 VA 954 VA x 125 % = 1193 VA RECEPTACLES THRU 10,000 OVER 10,000 3600 VA x 100 % = 3600 VA 0 VA x 50 % = 0 VA MOTORS, COMPR. TOTAL LARGEST 8208 VA x 100 % = 8208 VA (2832) VA x 25 % = 708 VA HEATING 20000 VA x 100 % = 20000 VA AUDIO / VIDEO 1500 VA x 100 % = 1500 VA IDF CABINET 1500 VA x 100 % = 1500 VA CHARGE STAT. (2) 3000 VA x 100 % = 3000 VA TOTAL KVA CONNECTED LOAD AMPS 38.85 TOTAL KVA CALCULATED LOAD AMPS 39.81 161.86 165.89 ONE -LINE -DIAGRAM 200 AMP FEEDER PANEL MAIN BREAKER 120/240 1� 22,000 AIC RATED 200 AMP 1/2" PVC 2" PVC STUB THROUGH STUB FOR BY BLAZER FUTURE (2) 3/0 Cu THHN GROUNDING (1) 1/0 Cu THHN AND _ (1) #4 Cu BONDING - (WIRE ON SITE BY OTHERS VERIFY SIZING WITH SITE ENGINEERING) H.V.A.C. (MOTOR, COMPRESSOR, HEATER SIZES) OPERATION VOLTAGE 197 MIN. 253 MAX. COMPRESSOR 11.8 RLA 83 LRA OUTDOOR FAN 2.5 FLA 1/5 H.P. INDOOR BLOWER FAN 2.8 FLA 1 3 H.P. HEAT STRIP 10 KVA 240 V MINIMUM CIRCUIT AMPS 79 AMPS - MAXIMUM OVERCURRENT PROTECTION 80 AMPS OVERCURRENT PROTECTION— DUAL ELEMENT TIME DELAY FUSE OR HACR CIRCUIT BREAKER (TYPICAL OF 2) GENERAL NOTES: 51-11C WAC 2015 WSEC CHAPTER 4 NOTES: 1. WHEN STRANDED WIRE IS USED, ALL TERMINATIONS ARE MADE BY 1. ALL LIGHTING SHALL CONFORM TO SECTION C405 A PRESSURE TERMINAL, BY TAILING OFF WITH SOLID CONDUCTORS OR OTHER APPROVED MEANS OF TERMINATION. 2. BASE CLASSROOM LIGHTING POWER DENSITY (C405A.2.1) 1690 SQ. FT. x 1 WATT PER SQUARE FOOT =1690 WATTS ALLOWED 2. ALL CONDUCTORS ARE COPPER; TYPE THHN / THWN ADDITIONAL REDUCTION IN LIGHTING POWER DENSITY (C406.3.1) 3. RATING OF STANDARD PANEL IS 22,000 A.I.C. 1690 WATTS ALLOWED (BASE) x .75 = 1268 WATTS ALLOWED 4. WIRING METHOD IN METALLIC CONDUIT OR M.C. CABLE. TOTAL WATTS ALLOWED = 1268 TOTAL WATTS INSTALLED = 954 WATTS 5. HVAC DISCONNECTS SHALL BE LABELED WITH AN IDENTIFICATION % OF ALLOWED INSTALLED = 757 PLATE SHOWING CIRCUIT NUMBER AND EQUIPMENT SERVED. WAC 296-46B-1 10 022 3. 100% OF LIGHTING FIXTURES HAVE EMBEDDED OCCUPANCY AND DAYLIGHT SENSORS FOR INCREASED ENERGY SAVINGS, AND ARE 6. EXTERIOR WEATHER PROOF GFCI SHALL HAVE A "HEAVY DUTY" INDIVIDUALLY ADDRESSABLE. (C406.4) WEATHER PROOF "IN USE COVER. 2017 NEC 406.9(B)(1) 4. 100% OF LIGHTING IS SET FOR CONTINUOUS DIMMING AND IS 7. CONTROLLED RECEPTACLES SHALL BE LABELED PER 2017 NEC ADJUSTABLE BY OCCUPANTS. FOR OCCUPANT COMFORT, VIA 406.3(E) WITH THE TEXT "CONTROLLED" AND THIS SYMBOL WALL PODS. (C406.4) 8. THIS PLAN IS NOT AN "AS -BUILT' CIRCUITS MAY BE RUN DIFFERENT 5._ 507o OF RECEPTACLES ARE CONTROLLED BY LOCAL OCCUPANCY THAN SHOWN BASED ON OBSTACLES ENCOUNTERED. SENSORS (C405.10) 6. THERMOSTAT OCCUPIED PERIOD WILL BE DETERMINED BY THE nLiGHT OCCUPANCY SENSORS INTEGRAL TO THE LIGHTING FIXTU RES. HOMERUN - FIXTURE TO PANEL EMBEDDED (TYPICAL) OCCUPANCY / � DAYLIGHT PLUG LOAD o SENSOR CONTROL RELAY ( H= HOT (BLACK) (TYPICAL) (TYPICAL) H N N= NEUTRAL (WHITE) S= SWITCHED HOT o (RED) S c N U H o N Q H S U y. o Q � o CN o HALF 6' CONTROLLED HALF CONSTANT m CAT 5E PATCH POWERED o - CABLE RECEPTACLE nECFIVEn T OPEN TOPOGRAPHY (TYPICAL) CITY OF TUKWILA a JUL 19 2019 a c PERMIT CENTER TYPICAL CONTROLLED RECEPTACLE ONE —LINE o co COPYRIGHT 2018, BLAZER INDUSTRIES, INC. j THIS MATERIAL IS THE EXCLUSIVE PROPERTY MODULAR CLASSROOM for. Approved for Co Job No: 19201-19202 m - — -- Q, OF BLAZER INDUSTRIES, INC. AND SHALL '-' I' NOT BE REPRODUCED, USED, OR DISCLOSED ® 28 X 64 Centralia pile Copy: C3'2 o TO OTHERS EXCEPT AS AUTHORIZED BY THE ®® INDUSTRIES, INC. ® ® ® Drawn By: LOG 0 DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. EIM P.O. SOX 489 M AUMSVILLE, OR 97325-0489 OR, WA GOLD Pacific Mobile 18 BLMP-27 A2 Issue Date: 3-14-18 "EmmA 00 _ _ t