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HomeMy WebLinkAboutPermit 6688 - City of Tukwila / Crystal Springs Park - Restroom6688 91-239 crystal springs park restroom building 5116 south 158th street Permit 6688 - Crystal Springs Park v • .. V - N it o •, year 1988 SETBACKS: N- s- E- W- FIRE PROTECTION: O Sprinkiers 0 Detectors UTILITY PERMITS REQUIRED? 2 Yes 0 No (1 roux ZONING: ■ BAR/LAND USE CONDITIONS? O Yes (R3 No CONDITIONS (other than those noted on or attached to permit/plans) ARCHITECT Stixrood Associates PHONE 323 -1602 ADDRESS 2525 Boyer Avenue East, Seattle, WA ZIP 98102 TROPERTTOWli City of Tukwila 433 -1843 ADDRESS 6200 Southcenter Boulevard, Tukwila, WA ZIP 98188 CONTRACTOR Golf Landscaping, Inc. PHONE 838 -2567 ADDRESS 28016 Military Road South, Auburn, WA ZIP 98001 WA. ST. CONTRACTOR'S LICENSE # GOLIL* *263R0 EXP DATE 5 - 20 - 92 ARCHITECT Stixrood Associates PHONE 323 -1602 ADDRESS 2525 Boyer Avenue East, Seattle, WA ZIP 98102 CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: BUILDIN PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING >PERMIT:FEE >'< PL'ANC BUILD I NG`:SU RCHARGE;<: PLAN CHECK NO.: PROJECT INFORMATION SITE ADDRESS 5116 S 158 St SUITE # PROJECT NAME/TENANT Crystal Springs Park VALUE OF CONSTRUCTION - $67,000.00 ASSESSOR ACCOUNT it 222304 -9009 TYPE OF U New Building ❑ Addition U Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: O Rack Storage O Reroof O Remodel (residential) O Other: DESCRIBE WORK TO BE DONE: Construct a new restroom facility. CODE COMPLIANCE USE;' FLOOR SQUARE OCC. SQUARE OCC. SQUARE OCC. FEET LOAD FEET LOAD FEET LOAD SQUARE OCC. SQUARE OCC. TOTAL TOTAL FEET LOAD FEET LOAD SQUARE FEET OCC. LOAD TO 1! SIGNATURE: APPROVED FOR BUILDING ISSUANCE BY: t 1,21 UV�� OFFICIAL I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay 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 construction or the performance of work. I am authorized to sign for and obtain this building permit. PRINT NAME: T'cT? • This permit shall become; null and void if the woi issuance, or if the work is suspended or abandon CERTIFICATE OF I OCCUPANCY NO. NIA DATE: DATE: -r-/f-q/ COMPANY: Tu/c W /4,4 -- ftiec t commenced w ithi n .180 days fr. a perio 1; D days from th DATE ISSUED: •� _ 1c t�'�1 PERMIT NO. CONTACTED :-.1-(9-C1 BY: DATE READY DATE NOTIFIED PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) BY: (init.) AMOUNT OWING 3RD NOTIFICATION PROJECT NAME �( p r Q9 ,f Pal*. SUITE NO. S HLo 5 1 J% I -- PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) FLOOR SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. TOTAL LOAD SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING - initial review • FIRE O PLANNING M PUBLIC WORKS 0 OTHER • BUILDING - final review REVIEW COMPLETED SITE ADDRESS �, - - (p-ct 00/ 1k. 4 / (' / I ft BUILDING ''ERMIT APPLICATION TRACKING �Q UWREMEINTS / COMME 6 R. CONSULTANT: Date Bent - Date Approved - INIT: (ROUTED) teLbH INIT: 4, INIT: V /o INIT: , FIRE PROTECTION: ) Sprinklers (tDetectors (. /A FIRE DEPT. LETTER DATED: ZONING: INIT: vi`t REFERENCE FILE NOS.: MINIMUM SETBACKS: PUBLIC WORKS 'T.. 1q.... q, ( TYPE OF CONSTRUCTION: N- LETTER DATED: S- - UTILITY PERMITS REQUIRED? Nif Yes �.ir1[Ri 1 >• 1111111: _•• I= UBC EDITION (year): TOTAL OCC. LOA_ BAR/LAND USE CONDITIONS? Yes No 0&117/9(; n:jvu wurncenrer DQUI&Vara, 1 U? WIIii VV/1 V0100 (206) 431 -3670 DESCRIPTION AMOUNT ' RCPT '0 DATE BUILDING PERMIT FEE 4 41 • .:::' a,,, :: . i;' '-- PLAN CHECK NUMBER ft -Q Yj • 'APPLICATION; MUST BE . .: F IL.LED... OUT;:. COMPLETELY ° ; : PLAN CHECK FEE BUILDINGSURCHARGE t>r iliiIMINVINIBMI !MEM Evadall � OTHER: itimme TOTAL - SITE ADDRESS Ro 1-05'S SUITE it ! • • •. . VALUE OF CONSTRUCTION - $ 67,000 C . . , . . . . - PROJECT NAME/TENANT Park Restroom Tukwila Parks and Recreation Department ASSESSOR ACCOUNT # a a O • • C� TYPE OF ® New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Stora.e 0 Reroof 0 Remodel residential 0 Other: DESCRIBE WORK TO BE DONE: As part of a new park and street improvement project a new restroom building will be constructed. Wooden building with about 364 square feet, handicap accessible, single story, to be built by a provate Contractor. BUILDING USE (office, warehouse, etc.) Public Restroom NATURE OF BUSINESS: Public Park WILL THERE BE A CHANGE IN USE? (J No O Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 364 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER City of Tukwila, Parks & Recreation Dept. PHONE 433 -1843 ADDRESS 6200 Southcenter Blvd. , Tukwila, WA ZIP 98188 CONTRACTOR Golf Landscaping, Inc. PHONE 838 -2567 ADDRESS 28016 Military Road South, Auburn, WA ZIP 98001 WA. ST. CONTRACTOR'S LICENSE # GOLFL * *263R0 EXP. DATE 5/20/92 PHONE 323 -1602 ARCHITECT Project: Stixrood Associates - Arch.: Garry P. Moore ADDRESS 2525 Boyer Ave. E., Seattle, WA ZIP 98102 — CITY OF TUKWILA Department of Community Development - Building Division HEREBY :.CEiiRTIFX THA EE .TRUE `ANt ..CORREC BUILDING OWNER OR AUTHORIZED AGENT AT R RINT N CONTACT PERSON Don Williams R AD AN EXAMINED TH II 't'ccii:APPu' G. ry Van Dusen BUILDIN3 PERMIT APPLICATION ADDRESS 6200 Southcenter Blvd. PLICATI DATA -/� PHONE Y 63 800 arum 98188 HE SAME TO PHONE 433 -1843 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES __ f WO*Ing drawings, stamped by „ . aeoltect, which include: ...„. • Mechanical drawings • ireenii$leted.Uillityl•pennit application (one locenHre pxict} Six (6) sets ot civil drawings NOW See utffI4' penk application ..... and .................................................................................................. •••••-• •••••:,:••• • ••,,,,,,,,,••••••• .RACK8TORAGE •• El Completed building . .. . • Two ‘.. ... .. •• Assessor Account Number ) sets o plans, whicf include •"<••:: ..-• • • ' F__I Building fisir plan showing Edt chars Dimensions of all aislea an •••• [ Inctzlde dimensions of exlt space • • width and length), aisles 61°:ax■■:::::,:„.„, • • ••.;al Sta l icensed Structural ,...— . • • • ' k : RESIDENTIAL • CoMpiated•bulicling.perrait application (aria for each strugturi) SAMITTAL CHECKLIST • Washington State licens " " " " • • ••••••••• • .• ••• ..• • • ••• Legal • A0eessor Number . Two sets (2) of working drawings, which inclUdi • • FO t:ndation • dth bi,# Ong, showin • j Roar plan .. and lam* of Site plan plan pine Root plan': • Building elevations (all views) : Building cross-section • ; Structural (rattling plani.. Washington State Energy Code data • . . • . ; Completed utility permit application • Six (6) sets of site plans showing utilities NOTE:: Building site plan and utility site plan may be combined Sae utility' permit application and checklist for specific submittal requirements; Additional topographical and soils Information may be required if unique site conditions. . ... q# 409 .0 :100,1 0 1 : 406 : 0600 U .• .• • • • . TWO (2) sets of construction plans, whkh include Assessor Account Numler Ste plan : ogadolori:' Roof p lan 'Buflding elevations (all views) ..• • Structural framing plans :••• . . . .. NOTE: If any utility work Is to be done prnv.ide utility permit application and plans must be tiebMirterk:::".:::: . : • : ...••..• ...•, •• •.... .• .. • ..... . . ""•.BBFIC;ICIFS":":1',•••••••"•:: . ..... ••••••., • RepipENrap*pDELit:)]:....a:•,. .... . Compled • , permi structure) ::•., .Ainiaaap(APPPgat Nmb. . Completed bUilding:perrnitappliOatiortleae:ferea0 AiSeeeer„. 'Account • : " . : : Narrative desrxibleig existing roof,rnaterial being :rerno$:■ and Material being Installed • • • • • • NOTE: A certification letter Is required prior to final inspection and sIgn of of the permit . . • :.BUILDING' PERMIT CUSTOMER CHARGE TRANSMITTAL . •. City of Yukwila - Dept of Community Development 6300 SouthasnterBoulevarr4 Tukwila, Washington 98188 (206) 431 -3880 DATE: V EMPLOYEE'S NAME: :< : } sDESCRIPT1. 1. Building Perm t Plan Check OAT NUMBER 000/322.100 000/345.830 000/386.904 000/322.800 000/386.908 Ma7 UNT..;' <:! 00 • 3/ 9.00 PROPERTY OWNER City of Tukwila, Parks & Recreation Dept. PHONE 433 -1843 ADDRESS 6200 Southcenter Blvd., Tukwila, WA ZIP 98188 CONTRACTOR Golf Landscaping, Inc. PHONE 838 -2567 ADDRESS 28016 Military Road South, Auburn, WA ZIP 98001 WA. ST. CONTRACTOR'S LICENSE # GOLFL * *263R0 EXP. DATE 5/20/92 ARCHITECT Project: Stixrood Associates - Arch.: Garry P. Moore PHONE 323 -1602 ADDRESS 2525 Boyer Ave. E., Seattle, WA ZIP 98102 OunlIJ QVUllgrelliftlf DUUIV 1U, I unrrrra rrn av; vv (206) 431 -3670 DESCRIPTION % : >'> : ''AMOUNT<': RCPT . DATE BUILDING PERMIT: FEE MIME PLAN CHECK NUMBER vi l - . APPLICATION MUST BE FILLED O COMPLETELY . PLAN CHECK FEE in3Lion0n1®►�' �� BUILDING SUR CHARGE OTHER..;. ? TOTAL'.- .1P SITE ADDRESS SUITE # Crystal Springs Park, So. 160th and 51st Ave. So. VALUE OF CONSTRUCTION - $ 67,000 NAME/ENANT Park Restroom Tukwila Parks and Recreation Department ASSESSOR ACCOUNT # � PROJECT 3- -q1 TYPE OF (X) New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: As part of a new park and street improvement project a new restroom building will be constructed. Wooden building with about 364 square feet, handicap acres ihle, single story. to be built by a provate contractor. BUILDING USE (office, warehouse, etc.) Public Restroom NATURE OF BUSINESS: Public Park WILL THERE BE A CHANGE IN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 364 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: CITY OF TUKWILA Department of Community Development - Building Division BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON Don W i l l i a m s DATE APPLICATION ACCEPTED I HEREBY :CERTIFY: I RE B ETRUE ANDCOR RECT :Ah1D. I AMi . PRINT N � G. ry Van Dusen ADDRESS 6200 Southcenter Blvd. BUILDINJ PERMIT APPLICATION (' EXAMINED T1:11S PLICAT plZEI7 AI PLY..FOR,' HIS PE DATE APPLICATION EXPIRES CITY/ZIP 98188 PHONE 433 -1843 SAME TO.. DATE PH E 3 800 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and addtions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT if the applicant is other than the owner, registered architecVengineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. -SATE PLANS RECEIVED PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED COMMENTS Channelization/Striping /Signing l''-Q__ L i I 1 (0- 7-r(I i- t0 Ct I Curb Cut/Access/Sidewalk Fire Loop/Hydrant Flood Zone Control Grade/Fill Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Water Main Extension (private) Water Main Extension (public) 0Deduct Water Meter (exempt) size: No.: ❑ liter only. tio 11T 1 115 -q I 7 10'al 1 q ' C U Water Meter (permanent) vac 1 II No.: 1 Water Meter (temporary) size: No.: Other: kJJ 0,t-2f rl'le _r Rrrr cxrwr' 3AI tI wirii-P-110 LO--` - 10 q -a.l Other: -SATE PLANS RECEIVED TYPE OF REVIEW DATE ROUTED TO PWD DATE PLANS APPROVED DATE RESUB. REQUESTED COMMENTS 1 I l''-Q__ L i I 1 (0- 7-r(I i- t0 Ct I ROUTING SITE ADDRESS UTILITY PrOJECT TRACKING CHECKLIST . �-t -cal r n S Pori City P � _i t SUITE NO. PERMITS REQUIRED CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT I : neHe r r.: cbHTIFY : THAT a: HAVE READ:: THIS APPLICATION AND : KNOW .:THE SAME TO BE TRUE AND CO RFlECT Applicant /Authoriz� Agent Signature: .___." J / Contact Person (print name): Don Wi 11 i ams Print Name: Gary Van Dusen Address: 6200 Southcenter B1 vd. , Tukwi 1 a, WA Date: 6/3/91 Phone: 433 -1800 Phone: 433 -1843 Date Application Accepted: Date Application Expires: CITY OF TUKWiLA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJECT Site Address: So. 160th and 51st Ave. So. INFORMATION; Name of Pro'ect: Cr stal S i rings Park - phase 7L Property Owner: City of Tukwi 1 a Street 6200 Southcenter Blvd. Engineer: Reid Middleton, Inc. Street Address: 19031 33rd Ave. W. , Suite . 301 Lynnwood, WA Contractor: Golf Landscaping, Inc. Street Address: 28016 Mi 1 i tary Road King County Assessor Account Number: 2 9 1 , 2.3-2.3-64 - ooso MINIM PERMITS REQUESTE ❑ Channelization/Striping /Signing ❑ Curb Cut/Access/Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: _ Si es= ❑ Flood Zone Control ❑ Grade/Fill cubic yards ❑ Haulirl$ .. .Landscapa Irrigation ❑ Moving a' Oversized Load al Sanitary Side Sewer - No.: 1 ❑ Sewer Main Extension Private ❑ Public ❑ Name: Parks Department WATER METE DEPOSIT! REFUND /BILLING MONTHL '<'<» SERVICE ; ;:';;:::: BILLINGS TO: EN Water le -Famli Residential .DESCRIPTION. .DP PROJE ❑ Multiple - Family Dwelling No. of Units: ❑ CommerciaVindustrial MISCELLANEOUS INFORMATION ; ? Street 6200 Southcenter Blvd. Name: Parks Department Street 6200 Southcenter Blvd. ® Sewer ® Metro ❑ Standb ❑ Hotel ❑ Motel ❑ Office ❑ Retail ® New Building Square Footage: 364 ( UTILITY PERM' APPLICATION ❑ Sin ❑ Duplex ❑ Tri • lex ❑ Warehouse ❑ Manufacturing ❑ RemodeV Addition King County Assessor's valuation of existing structures: $ (; i'ry nF TI 1 JUN 0 7 1991 PLAN CHECK ` (-)k) NUMBER: q a�L} 0 ❑ Apartments ❑ Other: ❑ Condominiums Phone No.: 433 -1843 Cit /State /Zi•: Tukwila, WA 98188 Phone No.: 775 -3434 City /State/Zip: 98036 Phone No.: 838 -2567 Cit /State /Zip: Auburn, WA 98001 ❑ Storm Drain ❑ Street \ Use ❑ Water Alain Extension Private IQ Public • Water Meter / Exempt: - No.: Sizes' Deduct ❑ Water Only ❑ JD Water Meter / Permanent - No.: -I—. Sizes. 3/4' ❑ Water Meter/ Temporary: - No.: — Sizes• ❑ Other: Phone No.: 433 -1843 City /State /Zip: Tukwi 1 a, WA 98188 Phone No.: 433 -1843 City /State /Zip: Tukwila, WA 98188 ❑ Church ❑ School /College /University ❑ Hospital ►14 Other: Public Park Restroom Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ 67,000 09/18/90 APPENDIX 1 RECEIVED CITY OF TUKWIIA JUN 0 6 . 1991 . PERMIT.CENTER I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans ac wiedQed. 00000000 ..;.: oo PART 1 - GENERAL 1,. Work Included: C. Quality Assurance: Section 3300 CONCRETE 03300 1.01 General: A. Related Documents: The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. B. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Concrete work as indicated on the Drawings and as specified herein. a. Concrete footings & stem walls. b. Concrete floor slabs, including granular fill and vapor barrier. c. Exterior concrete slabs. 1. Codes and Standards: Comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified: a. ACI 301 "Specifications for Structural Concrete for Buildings ". b. ACI 311 "Recommended Practice for Concrete Inspection ". c. ACI 318 "Building Code Requirements for Reinforced Concrete ". d. ACI 347 "Recommended Practice for Concrete Formwork ". e. ACI 304 "Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete ". . Concrete Reinforcing Steel Institute,. "Manual of Standard Practice ". 03300.1 03300 2. Workmanship: The. Contractor is responsible for correction of concrete work which does not conform to the specified requirements, including strength, tolerances and finishes. Correct deficient concrete as directed by the Engineer. 3. Material Certification: Certificates of material properties and compliance with specified requirements may be submitted in lieu of testing, when acceptable to the Engineer, by the material producer and the Contractor. PART 2 - PRODUCTS 2.01 Materials: A. Form Materials: 1. Forms: Unless otherwise shown or specified, construct all formwork for exposed concrete surfaces with plywood, metal, metal- framed plywood -faced or other acceptable panel -type materials, to provide continuous straight, smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints. Provide form material with sufficient thickness to withstand pressure of newly placed concrete without bow or deflection. Use overlaid plywood complying with U.S. Product Standard PS -1 "B -B High Density Overlaid Concrete Form ", Class I. 2. Form Coatings: Provide commercial formulation form coating compounds that will not bond with, stain, nor adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces requiring bond or adhesion, nor impede wetting of surfaces to be cured with water or curing compound. B. Reinforcing Materials: 1. Welded Wire Mesh: Welded plain cold -drawn steel wire fabric, ASTM A185. 2. Reinforcing Bars: Deformed steel bars, ASTM A615, Grade 40. • Steel Wire: ASTM A82, Plain cold -drawn steel. 03300 4. Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire fabric in place. Use wire bar type supports complying with CRSI recommendations, unless otherwise specified. Wood, brick and other devices will not be acceptable. For slabs -on- grade, use supports with sand plates or horizontal runners where wetted base materials will not support chair legs. . Concrete Materials: 1.. Portland Cement: ASTM C150, Type 1 -A, unless otherwise acceptable to Engineer. Use only one brand of cement throughout the project, unless otherwise acceptable to Engineer. 2. Aggregates: ASTM C33, and as herein specified. Provide aggregates from a single source for all exposed concrete. Local aggregates not complying with ASTM C33 but which have shown by special test or actual service to produce concrete of adequate strength and durability may be used when acceptable to the Engineer. 3. Water: Clean, fresh, drinkable. 4. Air- Entraining Admixture: ASTM C260. 5. Water - Reducing Admixture: ASTM C494, Type A. Calcium chlori +e ill not be •ermitted in • concrete, unless otherwise by Engineer. Set - Control Admixture: ASTM C494, Type B, Retarding. D. Related materials: authorized in 1. Granular Fill: Washed Gravel, 7/8" Minus. writing 2. Vapor Barrier: 4 Mil. polyethylene. 3. Exterior Concrete Sealer: Sealer for exterior slabs shall be Thompson Water Seal or approved equal. E. Proportioning and Design of Mixes: 1. Design mixes to provide concrete with the following properties, as indicated on drawings and schedules: 03300.3 03300 2500 psi 28 -day compressive strength. 517 lbs. cement per C.Y. concrete (5.5 sacks). 2. Adjustment to Concrete Mixes: Mix design adjustments may be requested by the Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant; at no additional cost to the Owner and as accepted by the Engineer. Laboratory test data for revised mix designs and strength results must be submitted to and accepted by the Engineer before using in the work. 3. Admixtures: Use air - entraining admixture in all concrete, unless otherwise shown or specified. Add air- entraining admixture at the manufacturer's prescribed rate to result in concrete at the point of placement having air content within the following limits: a. 6% for maximum 3/4" aggregate. 7% for maximum 1/2" aggregate. Use admixtures for water - reducing and set - control in strict compliance with the manufacturer's directions. Use amounts of admixtures as recommended by the manufacturer for climatic conditions prevailing at the time of placing. Adjust quantities and types of admixtures as required to maintain quality control. Slump Limits: Proportion and design mixes to result in concrete slump at the point of placement as follows: a. Reinforced Footings and Walls: Not less than 1" and not more than 3 ". b. All Other Concrete: Not less than 2" and not more than 4 ". 5. Ready -Mix Concrete: Comply with the requirements of ASTM C94, and as herein specified. Delete the references for allowing additional water to be added to the batch for material with insufficient slump. Addition of water to the batch will not be permitted. .03300.4 PART 3 - EXECUTION 3.01 General: A. Preparation: 3.02 Forms: 03300 During hot weather, or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in ASTM C94 may be required. 1. To minimize differential settlement it is essential that earth surfaces, upon which footings will be placed, be compacted to the approval of the Engineer and in accordance with the compaction requirements established in this Section of these Specifications. 2. Verify that all compaction is complete and approved prior to excavating for footings. B. Excavation: 1. Excavate to the established lines and grades; Cut off bottom of trenches level, and remove all loose soil. Where soft spots are encountered, remove all defective material and replace with lean concrete at no additional cost to the Owner. A. Design, erect, support, brace, and maintain formwork to support vertical and lateral loads that might be applied until such loads can be supported by the concrete structure. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation and position. Design formwork to be readily removable without impact, shock, or damage to cast -in -place concrete surfaces and adjacent materials. Construct forms complying with ACT 347, to sizes, shapes, lines, and dimensions shown; and to obtain accurate alignment, location, grades, level, and plumb work in finished structures. Provide for keyways, recesses, screeds, sleeves, anchorages, and inserts, and other features required in work. Use selected materials to obtain required finishes. Solidly butt joints and provide back -up at joints to prevent leakage. 03300.5 03300 B. Form Ties: Factory - fabricated, adjustable- length, removable or snapoff metal form ties, designed to prevent form deflection, and to prevent spalling concrete surfaces upon removal. C. Provisions for other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses and chases from trades providing such ties. Accurately place and securely support items built into forms. D. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt or other debris just before concrete is placed. Retighten forms after concrete placement if required to eliminate mortar leaks. E. Placing Reinforcement: Comply with the specified codes and standards, and Concrete Reinforcing Steel Institute's details and methods of reinforcement placement and supports, and as herein specified. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials which reduce or destroy bond with concrete. Accurately position, support, and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as required. Place reinforcement to obtain at least the minimum coverages for concrete protection. Arrange, space and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. Do not place reinforcing bars more than 2" beyond the last leg of continuous bar support. Do not use supports as bases for runways for concrete conveying equipment and similar constructions loads. Install welded wire fabric in as long lengths as practicable. Lap adjoining pieces at least one full mesh and lace splices with wire. Offset end laps in .adjacent widths to prevent continuous laps in either direction. 03300.6 F. Joints: 03300 1. Construction Joints: Locate and install construction joints, which are not shown on the drawings, so as not to impair the strength and appearance of the structure, as acceptable to the Engineer. Place construction joints perpendicular to the main reinforcement. Continue all reinforcement across construction joints. G. Placing Granular Fill: Carefully place the specified granular fill in areas to receive concrete slabs on grade, uniformly attaining the thickness indicated on the Drawings, and providing all required transition planes. 3.03 Concrete Pouring: A. Concrete Placement: 1. Pre - Placement Inspection: Before placing concrete, inspect and complete the formwork installation, reinforcing steel, and items to be embedded or cast -in. Thoroughly wet wood forms immediately before placing concrete, as required where form coatings are not used. 2. General: Comply with ACI 304, and as herein specified. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. If a section cannot be placed continuously, provide construction joints as ,herein specified. Deposit concrete as nearly as practicable to its final location to avoid segregation due to rehandling or flowing. 3. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than 24 ", and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each layer while preceding layer is still plastic to avoid cold joints. 4. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand - spading, rodding or tamping. Use equipment and procedures for consolidation of concrete in accordance with the recommended practices of ACI 309, to suit the type of concrete and project conditions. 03300.7 03300 Do not use vibrators to transport concrete inside of forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than the visible effectiveness of the machine. Place vibrators to rapidly penetrate the placed layer of concrete and at least 6" into the preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion limit the duration of vibration to the time necessary to consolidate the concrete and complete embedment of reinforcement and other embedded items without causing segreation of the mix. 5. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within the limits of construction joints, until the placing of a panel or section is completed. Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners. Bring slab surface to the correct level with a straightedge and strikeoff. Use bull floats or darbies to smooth the surface, leaving it free of humps or hollows. Do not sprinkle water on the plastic surface. Do not disturb the slab surfaces prior to beginning finishing operations. Maintain reinforcing in the proper position during concrete placement operations. 6. Cold Weather Placing: Protect concrete work from physical damage or reduced strength which could be caused by frost, freezing actions, or low temperatures, in compliance with ACI 306, and as herein specified. When air temperature has fallen to, or is expected to fall below 40 deg. F., uniformly heat all water and aggregates before mixing as required to obtain a concrete mixture temperature of not less than 50 deg. F., and not more than 80 deg. F. at point of placement for seven (7) days after each pour. Do not use frozen materials or materials . containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 03300.8 3.04 Finishing: A. Monolithic Slab Finishes: 03300 Do not use calcium chloride, salt and other materials containing antifreeze agents or chemical accelerators, unless otherwise accepted in writing by the Engineer. 1. Float Finish: After screeding and consolidating concrete slabs, do not work surface until ready for floating. Begin floating when surface water has disappeared or when concrete has stiffened sufficiently to permit operation of power - driven floats, or both. Consolidate surface with power - driven floats, or hand - floating if area is small or inaccessible to power units. Check and level surface plane to a tolerance not exceeding 1/4" in 10 feet when tested with a 10 foot straightedge. Cut down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after leveling, refloat surface to a uniform, smooth, granular texture. 2. Non -Slip Broom Finish: Apply non - slip broom finish to exterior slabs as indicated on drawings. Immediately after trowel finishing, slightly roughen concrete surface by brooming with fiber bristle broom perpendicular to main traffic route. B. Concrete Curing and Protection: 1. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperature, and maintain without drying at a relatively constant temperature for a period of time necessary for hydration of cement and proper hardening. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep continuously moist for not less than 72 hours. Begin final curing procedures immediately following initial curing and before concrete has dried. Continue final curing for at least 7 days and in accordance with ACI 301 procedures. Avoid rapid drying at end of final curing period. 2. Curing Methods: Perform curing of concrete by moist curing, by moisture - retaining cover curing, by membrane curing, or by combinations thereof, as herein specified. 03300.9 a. Provide moisture curing by following methods: Keep concrete surface continuously wet by covering with water. Continuous water -fog spray. Covering Concrete surface with specified absorptive cover, thoroughly saturating cover with water and keeping continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges, with 4" lap over adjacent absorptive covers. b. Provide moisture -cover curing as follows: Cover concrete surfaces with moisture - retaining cover for curing concrete, placed in widest practicable width with sides and ends lapped at least 3" and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. c. Provide membrane curing as follows: Apply membrane - forming curing compound to damp concrete surfaces as soon as water film has disappeared. Apply uniformly in two -coat continuous operation by power -spray equipment in accordance with the Manufacturer's directions. Recoat areas which are subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. Do not use membrane curing compounds on surfaces which are to be covered with concrete or flooring, unless otherwise acceptable to Engineer. 3. Curing Unformed Surfaces: Initially cure unformed surfaces, such as slabs, by moist curing. Final cure unformed surfaces, unless otherwise specified, by methods specified above, as applicable. A. Removal of Forms: 03300 1. Formwork for foundation walls may be removed after cumulatively curing at not less than 50 deg. F., for 24 hours after placing concrete, provided concrete is sufficiently hard so it will not be 03300.10 damaged by form removal operations, and provided that curing and protection operations are maintained. B. Re -Use of Forms: 3.06 Concrete Repair: . Miscellaneous Concrete Items: 03300 1. Clean and repair surfaces of forms to be re -used in the work. Split, frayed, delaminated or otherwise damaged form facing material will not be acceptable. Apply new form coating compound material to concrete contact form surfaces as specified for new formwork. 2. When forms are extended for successive concrete placement thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joints to avoid offsets. 1. Filling -In: Fill -in holes and openings left in concrete structures for passage of work by other trades, unless otherwise shown or directed, after work of other trades is in place. Mix, place, and cure concrete, as herein specified, to blend with in -place construction. Provide other miscellaneous concrete filling shown or required to complete the work. B. Concrete Surface Repairs: 1. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removal of forms, but only when acceptable to Engineer. Cut honeycomb, rock pockets, and voids over 1/2" diameter, and holes left by tie rods and bolts, down to solid concrete, but in no case to a depth of less than 1 ". Make edges of cuts perpendicular to the concrete surface. Before placing cement mortar, thoroughly clean, dampen with water, and brush -coat the area to be patched with neat cement grout. 2. Repair of Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness and to verify surface plane to tolerances specified for each surface and finish. Correct low and high areas as herein specified. Test 03300.11 03300 unformed surfaces 'sloped to drain for trueness of slope, in addition to smoothness, using a template having required slope. Repair finished unformed surfaces that contain defects which adversely affect durability of concrete. Surface defects, as such, include crazing, cracks in excess of 0.01" wide or which penetrate to reinforcement, spalling, pop -outs, honeycomb, rock pockets, and other objectionable conditions. Correct high areas in unformed surfaces by grinding, after concrete has cured at least 14 days. Correct low areas in unformed surfaces during, or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend into adjacent concrete. Proprietary patching compounds may be used when acceptable to Engineer. Repair defective areas, except random cracks and single holes not exceeding 1" diameter, by cutting out and replacing with fresh concrete. Remove defective areas to sound concrete with clean, square cuts and expose reinforcing steel with at least 3/4 " clearance all around. Dampen concrete surfaces in contact with patching concrete bonding agent. Place patching concrete before grout takes its initial set. Mix patching concrete of same materials to provide concrete of the same type or class as original concrete. Place, compact, and finish to blend with adjacent finished concrete. Cure in the same manner as adjacent concrete. Repair isolated random cracks and single holes not over 1" in diameter by dry -pack method. Groove top of cracks and cut -out holes to sound concrete and clean off dust, dirt and loose particles. Dampen cleaned concrete surfaces and brush with neat cement grout coating. Place dry -pack before cement grout takes its initial set. Mix dry -pack, consisting of one part Portland Cement to 2 -1/2 parts fine aggregate (passing a No. 16 mesh sieve) using only enough water as required for handling and placing. Compact dry -pack mixture in place and finish to match adjacent concrete. Keep patched areas continuously moist for not less than 72 hours. Repair methods not specified above may be used subject to acceptance of the Engineer. 03300.12 3.07 Backfilling and Compaction: Backfilling: 1. In all excavations, use satisfactory excavated or borrowed material that has been sampled, tested and approved. Place backfill and fill materials in layers not more than 8" in loose depth for material compacted by heavy compaction equipment and not more than 4 in loose depth for material compacted by hand operated tampers. Place backfill and fill materials evenly adjacent to structures,.to'the required elevations. Take care to prevent wedging action of the backfill against structures by the material uniformly along the structure to approximately the same elevation in each lift. . 'Compaction: Compact each layer of backfill and structural fill material at 95% maximum dry density in accordance with ASTM D1557. PART 1 - GENERAL 1.01 General: D. Quality Assurance: D. Submittals: Section 6100 ROUGH CARPENTRY 06100 A. Related Documents: The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. B. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Rough Carpentry work as indicated on the Drawings and as specified herein. C. Work Included: The extent of the Rough Carpentry work is shown on the Drawings and includes, but is not necessarily limited to the following: Wood framing for walls, ceilings & roofs; Plywood roof sheathing; Wood trusses; Wood beams and headers; Plywood siding, battens trim; Plywood ceilings; Framing anchors; Wood sills, plates, nailers & blocking; Soffit venting. 1. Lumber Standard: Comply with PS 20, except as otherwise indicated. 2. Sheathing Standard: Comply with PS 1 except as otherwise indicated. Factory -mark each piece of sheathing with type, grade, mill and grading agency, except omit marking from surfaces to be exposed with transparent finish or without finish. 2. Shop Drawings: Submit five (5) copies of shop drawings for roof trusses indicating all critical dimensions for determining fit and placement in the building, design loading, and installation recommendations. Roof trusses drawings shall bear the stamp of a professional Engineer registered in the State of Washington. All Shop Drawings shall be approved prior to fabrication. 0.6100.1 F. Job Conditions: PART 2 - PRODUCTS 2.01 Materials: 1• 06100 E. Product Handling: Keep materials dry during delivery and storage. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber and plywood, and provide air circulation within stacks. 1. Coordination: Fit carpentry work to other work; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking grounds and similar supports to allow proper attachment of other work. A. Lumber - General: Nominal sizes are indicated, except ap shown by detail dimensions. Provide actual sizes as required by PS 20, for the moisture content specified for each use. Provide dressed lumber, S4S, unless otherwise shown or specified. 2. Provide seasoned lumber with 19% maximum moisture content at time of dressing. B. Light Framing Lumber (2" to 4" thick and 4" wide), for non- bearing partitions. 1. Hem -Fir (North), Standard or better. C. Structural Light Framing Lumber (2" to 4" thick and 2" to 4" wide), provide the following species and grade: 1. Hem -Fir (North), No. 2 or better. D. Plywood Roof Sheathing: Shall be APA Structural I, Rated Sheathing, Exterior, 1/2" thick. E. Plywood Siding (Includes interior walls & ceilings): Shall be Premium Cedar Rough -Sawn Plywood, 5/8" x 4' x 8' F. Battens and Trim: Shall be Rough Textured, B & Btr., Cedar in 1x6 and 1x8 sizes as indicated on the drawings. Roof Trusses: Shall be factory manufactured trusses by approved truss supplier . with at least five (5) years experience in the field. The trusses shall be custom designed to fit the dimensions and loads indicated on 06100.2 I. Wood Treatment: PART 3 - EXECUTION 3.01 General: 06100 the plans. All design shall be in accordance with allowable values assigned by'.the Building Code. Complete design calculations showing integral layout, member forces and stress control points are to be supplied for each truss design. The design of the truss is to be under the supervision of a Registered Professional Engineer in the State of Washington. H. Building Paper: Asphalt saturated felt, non - perforated, ASTM D226. 1. Preservative Treatment: Where lumber or plywood is indicated as "Treated ", or is specified herein to be treated, comply with the applicable requirements of the American Wood Preservers Bureau requirements of the American Wood Preservers Bureau (AWPB). Mark each treated item to comply with the AWPB Quality Mark requirements for the specified requirements. Pressure -treat aboveground items with water -borne preservatives complying with AWPB LP -2. After treatment, kiln - dry to a maximum moisture content of 15 %. Treat indicated items and the following: a. Wood cants, nailers, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers and waterproofing. b. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with concrete. c. Wood joists closer than 18 inches, or wood girders closer than 12 inches to the ground. 2. Complete fabrication of treated items prior to treatment, wherever possible. If cut after treatment, coat cut surfaces with heavy brush coat of same chemical used for treatment. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. J. Framing Accessories: Shall be by P.H. Bowman Co., Inc., or approved equal. A. General: Discard units of material with defects which might impair the quality of the work, and units which 06100.3 3.02 Wood Framing: 06100 are too small to fabricate the work with minimum joints or the optimum joint arrangement. Set carpentry work accurately to required levels and lines, with members plumb and true and accurately cut and fitted. Securely attach carpentry work to substrates by anchoring and fastening as shown and as required by recognized standards. Use common wire nails, except as otherwise indicated. Select fasteners of size that will . not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; predrill as required. B. Wood Grounds, Nailers and Blocking: 1. Provide wherever shown and where required for attachment of other work. Form to shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved. 2. Attach to substrates as required to support . applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise shown. Where possible, anchor to formwork before concrete placement. A. Wood Framing, General: 1. Provide framing members of sizes and on spacings shown and frame openings as shown, or, if not shown, comply with the recommendations of the "Manual for House Framing" of the National Forest Products Association. Do not splice structural members between supports. 2. Anchor and nail as shown, and to comply with the Recommended Nailing Schedule - Table I of the "Manual for House Framing" and other recommendations of the NFPA. 3. Firestop concealed spaces with wood blocking not less than 2" thick, if not blocked by other framing members. Provide blocking at each building story level and at ends of joist spans. 06100.4 3.04 Sheathing B. Stud Framing: 1. General: Provide stud framing where shown. Unless otherwise shown, use 2" x 4" wood studs spaced 16" o.c. with 4" face perpendicular to direction of wall or partition. Provide single bottom plate and double top plates 2" thick by width of studs, except single top plate may be used for non- load - bearing partitions. Nail or anchor plates to supporting construction. 2. Construct corners and intersections with not less than three studs. Provide miscellaneous blocking and framing as required for support of facing materials, fixtures, specialty items and trim. 3. Provide continuous horizontal blocking row at mid - height of partitions over 8' high, using 2" thick members of same width s wall or partitions. 4. Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to width of studs. Set headers on edge and support on jamb studs. 5. For non - bearing partitions, provide double jamb studs and headers not less than 4" deep for openings 3' and less in width, and not less than 6" deep for wider openings. 3.03 Trusses Rafters: A. General: Provide trussed rafters where shown. Comply with the applicable requirements of the NLMA's "National Design. Specifications for Stress Graded Lumber and Its Fastenings ". B. Fabricate trusses as shown Use wood materials of the sizes shown and of the species and grade specified, or if minimum stress values and "E" value are specified; provide lumber of any species and grade complying with the specified values as published in official grading rules conforming to PS 20 "National Grading Rule for Dimension Lumber ". A. Roof Sheathing: 06100 1.. .Provide roof sheathing on roof as shown. on drawings. Install with face, grain across trusses; using panels continuous over two or more spans with end joints between panels staggered:and located over center of trusses. 06100.5 • A. Nailing for roof diaphragms shall be as follows: 8d nails at 6" o.c. along edges over framing and at diaphragm boundaries and 8d nails at 12" o.c. over intermediate framing. . Provide "Ply Clips" at all unsupported edges. Allow 1/16" open space between end joints and 1/8" open space between edge joints for expansion; and contraction of. panels. Protection: Protection: Advise : the :Engineer of requirements: for the protection of wood frame construction. during the_ remainder of, the. construction period A dvise. linstallers of other work of ;the required l on notching and boring holes through wood frame members. END OF :CARPENTRY PART 1 - GENERAL 1.01 General: A. Related Documents: The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. B. Description of Work: PART 2 - PRODUCTS 2.01 MATERIALS: A. Ceiling Insulation: Batt insulation with a minimum "R" value of 30, as indicated, complying with Federal Specification HH- I -521F, Type II. B. Wood Frame Wall Insulation: Batt insulation with a minimum "R" value of 11, complying with Federal Specification HH- I -521F, Type II. Section 7200 INSULATION 2. Work included in this Section: 07200 1. General: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Insulation work as indicated on the drawings and as specified herein. a. Batt insulation in frame walls. (Elec. /Mech. Room only) b. Batt insulation in ceiling. (Elec. /Mech. Room only) General Requirements: Deliver materials in unbroken containers labeled with Manufacturer's name and "R" value. Do not break seals or use materials until . time for installation. PART 3 - EXECUTION 3.01 EXECUTION: END.OF INSULATION Batt Insulation: Install in .locations shown on . drawings, thicknesses as required to attain specified resistance (r) values. Install vapor barrier on inside or "warm" side. Installation shall be in strict accordance with the Manufacturer's printed instructions for the specific product. PART 1 - GENERAL 1.01 General: Section 7313 WOOD SHAKE ROOFING 07313 A. Related Documents: The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. B. Description of Work: D. Job Conditions: 1. Do not install underlayment or shakes on wet surfaces. PART 2 - PRODUCTS 2.01 General: 1. General: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Wood Shake Roofing as indicated on the Drawings and as specified herein. 2. Work Not Included in this Section: a. Furnishing of metal flashing and other sheet metal work, see Section 07600. C. Submittals: Submit Manufacturer's Literature con - cerning material description and recommended installation procedures. 2. Do not apply shakes when air temperature is below 40 degrees. A. Wood Shakes: Shall be No. 1 Blue Label, 18 inch (perfections) centrigrade Red Cedar Shakes, treated by FTX pressure treatment for Class "B" shake. B. Felt Interlayment: Shall be a 30 ib. asphalt saturated, 30 lb. felt, 36" wide. C. .Hip or Ridge Shakes: Pre -cut Manufacturer's standard or job cut. D. Nails: Shingle Nails, 6d x 13 ga. x 7/32 inch head diameter shingle nails. PART 3 - EXECUTION 3.01 General: A. Inspection: 1. Assure that surfaces to which shakes are to be applied are uniform, smooth, sound clean, dry, and free of irregularities. 3. Verify that work of other trades which penetrates roof deck has been completed. 4'. Do not start work until unsatisfactory conditions are corrected. B. Felt Interlayment: C. Flashing: D. Roofing Application: 1. Shakes shall be doubled at all eaves and butts, and in the first course shall project 1 -1/2" from the edge of roof eaves to insure proper spill into gutters. 0731 3 2. Verify that installation of metal flashings has been completed. 1. Lay one (1) layer of 36" wide, type 30 felt horizontally at eave line. After each course of shakes, lay one (1) 18" wide strip of type 30 felt over the top portion of the shake 15 " from the butt, extending onto the sheathing. 1. Vent pipes: All pipes projecting through roof shall be flashed and counter flashed. These flashings shall extend 3" up under the sheathing . paper and not less than 3" horizontally. They shall be of sufficient length to cover the shingle course next below the pipe, and to extend up under the straight course above, as far as possible without being punctured by nails. ▪ Shakes shall be spaced apart not less than 1/4" nor more than 3/8 ". • Shakes shall be applied with a weather exposure of 7 1/2 ". 07313.2 1. All shingle ridges shall. be of alternate overlap type applied at`the same exposure as . field of roof and, with nails:long enough to penetrate' into sheathing at least 1/2 inch. F. Nails and Nailing Shakes: 1. .•Nails shall be driven flush but not so that the nail head crushes the wood. •They shall be placed approximately 3/4" from the side edges of the . shakes and . .1 -1/2" above the butt .line .of the . following course. 2. Each roof shake shall be secured with two full driven, corrosion - resistant nails. Adjust and Clean: 1'. Replace damaged shakes. 2 Remove excess shakes not part of extra stock and debris from project site. PART 1 - GENERAL 1.01 General: Section 7600 FLASHING AND SHEET METAL 07600 A. Related Documents: The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. B. Description of Work: 1. General: The work of this Section shall include all labor, materials, equipment and appliances required to provide and install all the Sheet Metal work indicated on the Drawings and as herein specified in conformance with SMACNA Architectural Sheet Metal Manual. • PART 2.- PRODUCTS 2.01 Materials: Work Included: The following is a partial list of major items included in this Section: a. Install sheet metal flashing, gutters and downspouts as noted on the Drawings and as required for complete watertight building. 3. Work Excluded: The following is a partial list of related items not included in this Section: a. Painting of sheet metal work (except shop priming). A. Galvanized Steel: Shall be zinc - coated, conforming to ASTM Designation A- 93 -63T, commercial coating class with 1.25 oz. coating per square foot. All galvanized sheet metal shall be No 24 USS gauge. B. Zinc Allow: Shall be "Hydro -T- Metal ". C. Solder: .Shall conform to ASTM Designation 832 -60A, alloy grade 50A. D. Flux: Shall be approved brand of non- corrosive flux or raw muriatic acid killed with zinc. Remove excess flux and neutralize surfaces after soldering. 0.7600.1 - E. Nails, Bolts, Screws, and Rivets: Shall be of type best suited for the purpose and of composition that will not support galvanic action. F. Caulking: All caulking material shall be Dow Corning 790 Building Sealant, General Electric Silicone Construction 1200 Sealant, or approved equal. PART 3 - EXECUTION 3.01 Execution: END OF FLASHING & SHEET METAL 07600 A. Workmanship: 1.. All workmanship shall be equal to the best of standard practices in modern sheet metal shops. All sheet metal work shall be accurately formed to the dimensions and shapes required. Molded and broken members shall finish with true, straight and sharp lines and angles; and where intercepting each other, shall be coped to an accurate fit and securely soldered. All exposed edges of sheet metal work shall be turned back 1/2" unless otherwise detailed. 2. Apply all sealants and caulking compound strictly in accordance with Manufacturer's instructions. Painting: All painted surfaces of all galvanized sheet metal work shall be cleaned of all flux and shop painted one (1) coat of zinc dust galvanized iron primer of approved manufacturer. Inspections: The Subcontractor shall carefully examine and, if necessary, test all sheet metal work specified herein, and this Subcontractor shall make all repairs to the work if necessary, leaving it in a condition satisfactory to the Engineer. 07600.2 B. Description of Work: PART. 2 PRODUCTS 2.01 Materials: PART 3.- EXECUTION 3.01 Installation: Section 7810 SKYLIGHTS 07810 PART 1 - GENERAL 1.01 General: A. Related Documents: The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. 1. General: The work of this Section shall include all labor, materials, equipment and appliances . required to provide and install the Skylights as indicated on the Drawings and as herein specified. Quality Assurance: 1, Submittals: Submit three copies of Manufacturer's literature for each item for Engineer's approval Skylight: Shall be Type D, No. 2852 (2'x 4') and No. 5252 (4'x 4'), sealed, double dome, white.over clear, acrylic, curb mounted skylight as manufactured by Bohem Manufacturing Co., or approved equal. Sealants: Shall be Silicone Construction Sealants by Dow Corning, General Electric or approved equal; color to be clear. . Fasteners: Shall be stainless steel, sizes as necessary. A. Preparation: ,Protect skylights from damage during installation. Installation: Install skylights in accordance with Manufacturer's recommendations. ENDOF SKYLIGHTS- PART 1 - GENERAL 1.01 General: A. Related Documents: The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. B. Description of Work: PART 2 -, PRODUCTS 2.01 Materials: Section 7900 SEALANTS 07900 1. General: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Sealant work as indicated on the Drawings and as herein specified. 2. Work included: Priming and caulking expansion joints when noted, caulking joints around doors, sealing roof accessories, joints between wood and concrete construction, and elsewhere as shown, or as necessary to provide weathertight building. Sealant: Shall be Silicone Construction Sealants by Dow Corning, General Electric, or approved equal: color to be bronze, unless noted otherwise. B. Backing Material: Shall be expanded closed cell polyethylene for joints other than expansion joints. C. Primer and Bond Breaker: Shall be as recommended by sealant manufacturer. PART 3 - EXECUTION 3.01 Execution A. Workmanship: 1. All caulking work shall be done'in accordance with the product manufacturers.printed recommendations_ and 'as specified. 2. .All .surfaces to be caulked shall be cleaned and dry prior to caulking work. Clean metals with aromatic solvent. 3. Apply primer to concrete surfaces. 4. Use nozzle width of proper size to fill joint neatly and completely. Minimum application temperature 40 deg. F. 'Tool..joints smooth with beading tool... Surface of .joint shall be slightly below adjacent surfaces. Care shall be taken to prevent smears on adjacent surfaces Any smears shall be removed immediatley. Use masking,tape as necessary. Work shall be done prior. to painting, 8: .Bond.Breaker be used.between sealant and expansion joint. material, if recommended by sealant manufacturer.. PART 1 - GENERAL 1.01 General: B. Description of Work: 1.03 Submittals: Section 8100 HOLLOW METAL DOORS AND FRAMES 08100 A. Related Documents: The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. 1. General: The work of this Section shall include all materials, equipment and appliances required for the completion of the Hollow Metal Doors and Frames as indicated on the drawings and as specified herein. The extent and location of each type of hollow metal door and frame is shown on the drawings and in schedules as indicated herein. 2. Related Work Specified Elsewhere: a. Finish Hardware, Section 8700. 1.02 Quality Assurance: A. Provide hollow metal doors and frames manufactured by a firm with not less than five years successful . experience in the production of this type of work. B. Provide hollow metal doors with louvers and hollow metal frames as herein specified. A. Manufacturer's Data - Hollow Metal Doors and Frames: For information only, submit three (3) copies of manufacturer's data for fabrication and installation instructions. B. Shop Drawings - Hollow Metal Doors and Frames: 1. Submit shop drawings for the fabrication and installation of hollow metal doors and frames. Include details of each frame type, elevations of door design types, louver details, conditions at openings, tolerances, details of construction, location and installation requirements of finish hardware and reinforcements, and details of joints, connections, anchorage and accessory items. 08100.1 1.04 Delivery, Storage and Handling: A. Deliver hollow metalwork cartoned or crated to provide protection during transit and job storage. B. Inspect hollow metalwork upon delivery for damage. Minor damages may be repaired only upon approval by Construction Manager. Remove and replace damaged items. C. Store doors and frames at the building site under cover. Place the units on at least 4" high wood sills or on the floors in a manner that will prevent rust and damage. Avoid the use of nonvented plastic or canvas shelters which could create a humidity chamber. If the cardboard wrapper on the door becomes wet, remove the carton immediately. Provide a 1/4" space between stacked doors to promote air circulation. PART 2 - PRODUCTS 2.01 Materials: 2.02 Fabrication - General: 08100 2. Provide a schedule of doors and frames USING SAME REFERENCE NUMBERS FOR DETAILS AND OPENINGS AS THOSE ON DRAWINGS. 3. Provide shop drawings to hardware supplier. Coordinate fabrication of hollow metal doors and frames for backing and hardware reinforcing placement. A. Hot - rolled Steel Sheets and Strip: Commercial quality carbon steel, pickled and oiled, comply with ASTM A 569 and ASTM A 568. B. Cold- rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A 366 and ASTM A 568. C. Galvanized Steel Sheets: Zinc - coated carbon steel sheets of commercial quality, complying with ASTM A 526, with ASTM A 525, G60 zinc coating, mill phosphatized. Shop- Applied Paint: For steel surfaces, use rust- inhibitive enamel or paint, either air - drying or baking, suitable as a base for specified finish paints. Fabricate hollow metal door and frame units to be . rigid, neat in appearance, and free from defects, warp or buckle. Accurately form metal to required sizes'and 08100.2 08100 profiles. Wherever practicable, fit and assemble units in the manufacturer's plant. Clearly identify work not permanently factory - assembled before shipment, to assure proper assembly at the project site. B. Fabricate exposed faces of doors and panels, including stiles and rails of nonflush units, from only cold - rolled steel. • Fabricate frames, concealed stiffeners, reinforcement, edge channels, and moldings from hot - rolled steel. • Fabricate exterior doors, panels and frames from galvanized sheet steel. E. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat patch head security screws. Heads shall be twisted off and ground flush. F. Finish Hardware Preparation: 1. Prepare hollow metal units to receive concealed finish hardware, including cutouts, reinforcing, drilling and tapping in accordance with final Finish Hardware Schedule and templates provided by hardware supplier. 2. Reinforce hollow metal units to receive hardware items as required by hardware manufacturer. Reinforcing to be of 1/8 ", 3/16" and 3/8" plate steel. Drilling and tapping for surface applied finish hardware may be done at the project site by the supplier, at his option. 3. Locate finish hardware as shown on final shop drawings. G. Shop Painting: 1. Clean, treat, and paint exposed surfaces of fabricated hollow metal units, including . galvanized surfaces. 2. Clean steel surfaces of mill scale, rust, oil, grease, dirt and other foreign materials before the application of the shop coat of paint. 3. Apply shop coat of prime paint of even consistency to provide a uniformly finished surface ready to receive field- applied paint. 2.03 Hollow Metal Doors: PART 3 - EXECUTION 3.01 08100 A. Hollow Metal Doors: Shall be S.D.I. Type II, Heavy Duty, Style 1, as manufactured by Ceco Corp., Curries Mfg., Inc. Overly Mfg. Co., Republic Builders Corp., or approved equal, and conform to the following specifications: 1. Steel, in U.S. Standard gages herein specified: Prime quality cold- rolled, pickled, annealed stretcher leveled steel; free from scale, pitting, rust, surface or internal defects. 2. Internal door construction shall shall consist of either 22 gage steel horizontal "U" forms, honeycomb core, foamed -in -place polystyrene, rigid core of polystyrene foam, 18 gage steel vertical and horizontal channels with rigidized webbing coated with a synthetis resin based sound deadener, or a solid block core of hydrous calcium silicate. 3. Minimum gages: 12 ga. Hardware reinforcement unless noted otherwise 2.04 Hollow Metal Frames: A. Frames: Pressed steel frames, where required, shall be constructed of 16 gage steel. Miters shall be welded . their entire length, including.rebars, stops and trim and cleaned and ground to present a smooth surface. Welding of trim face miters only is not acceptable. All joints shall be dressed to make them invisible and all fastenings shall be concealed. B. Anchors: Provide frames with a minimum of three anchors per jamb as required for adjoining wall construction. Provide anchors of not less than 18 gage steel strip or 3/16 " diameter wire adjustable or "T" shaped. Provide all frames with minimum 18 gage anchors for attachment at the floor. Fabrication & Installation: 14 ga. Lock Reinforcement 10 ga. Hinge Reinforcement 18 ga. Face Sheets Installation: 08100.4 08100 1. Use only skilled mechanics and best grade of modern shop,and field practice. Seams and joints, including 'reinforcements shall be welded. Accurately fit and fabricate all parts with surfaces free from warp, wave, buckle or other defects. Corners shall be square, angles sharp, surfaces in proper alignment, and all edges shall be sharp and straight. Welded joints shall be welded full length of joint, tight, and ground smooth and flush with surface of base metal. Exposed joints shall be made invisible. Provide welded back plates at mitered joints. 2. Door shall be constructed from two full flush steel sheets, welded for flush pan assembly. Provide interior vertical channel, honeycomb, or z -bar reinforcing stiffeners, spaced not over 8" on centers, full length of the door, uniformly spot welded to outer face sheets. Provide continuous reinforcing channels welded to face sheets at top and bottom of all doors. Close reinforcing channels with steel plates to form top and bottom edges. Provide sound insulation filler placed full height in space between reinforcing channels. a. Welding: Conform to applicable standards of American Welding Society for high grade hollow metal work, with exposed beads ground smooth. Filling: Use mineral filler sparingly to conceal seams, not for concealing defects in workmanship. c. Hardware Preparation: Provide concealed reinforcement of sheet or bar steel to receive hardware for all hardware form templates furnished by the hardware supplier. Drill and tap to template requirements for field installation of hardware. d. Finish: After fabrication and thorough cleaning, bonderize and give all metal surfaces one shop coat of quality primer. e. Frames: Deliver frames with temporary floor spreaders and do not remove until frames are secured in place. Reinforce, drill and tap frames at factory as required to receive hardware, provide metal boxes. Provide three holes in each jamb for silencers. END OF HOLLOW METAL DOORS & FRAMES 08100.5 PART 1 - GENERAL 1.01 General: A. Related Documents: The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. B. Description of Work: 1. General: The work of this Section shall include all labor, materials, equipment and appliances required to provide and install the Finish Hardware work as indicated on the Drawings and specified herein. 2. Work Included: Hardware described in the Hardware Groups specified herein is assigned to the various doors on the Drawings. Items not specifically mentioned, but necessary to complete the work, shall be furnished to match the items specified for similar locations in quality and finish. 1.02 Standards: A. Conform with requirements of Uniform Building Code. 1.03 Quality Assurance: A. Hardware Schedule: 1. Upon being awarded the Finish Hardware contract, the Finish Hardware Supplier shall submit for approval, three (3) copies of a complete schedule of Finish Hardware required. 2. Schedules must be completely detailed in vertical form including all quantities, stock numbers, finishes, and sizes. List hardware for each opening separately. Schedules in horizontal or coded form are not acceptable. Section 8700 FINISH HARDWARE 08700 Approval of the Finish Hardware Schedule shall not relieve the hardware supplier of the responsibility of errors or omissions. .08700.1 4. After the schedules have been approved, make any necessary corrections and send two revised copies to the Engineer for his use during construction. 5. At the completion of the project three copies of as -built hardware schedules, including keying shall be sent directly to the Owner. Carbon copies of the transmittal letter shall be sent to the Engineer. B. Templates: 1. Hardware for application to metal shall be made to template. 2. After receipt of the approved finish hardware schedule, provide hollow metal door and frame manufacturers with two revised copies of the Finish Hardware Schedules and blueprint templates (or template numbers if the manufacturers have template catalogs.) 3. Templates and hardware schedules shall be provided no later than 10 days after approval of hardware shedules. C. Keying Schedule: 1.04 Handling 3. Keys & Keying: 08700 1. After receipt of the approved Finish Hardware Schedule, the hardware supplier shall prepare keying schedule. The keying schedule shall then be discussed with the Engineer and Owner of the project to insure all locksets are functionally correct and keying fulfills the desires of the project Owners. Copies of the proposed keying schedule shall be given to the Engineer with all corrections inserted into the proposed schedule. 2. As soon as possible after the key conference, typed copies of the keying schedule shall be sent to the Engineer and to the Owner. 1. All keyed cylinders shall be subject to a new Masterkey system. A. All hardware to be furnished with proper fastening . devices to coordinate with conditions of the work. B. Packing and Marking: 08700,2 PART 2.01 2 - PRODUCTS Finishes: A. Hardware items shall be supplied in the following finishes. Any deviations from these listed finishes will be called out next to the specific items involved under the hardware groups. 1. All hardware items to be packed in their original factory shipping cartons. 2. The hardware supplier shall mark each item of hardware individually for each opening as to location of installation in accordance with approved hardware schedule. Butts Latchsets Deadlocks Push Plates, Pulls Closers Door Stops Kickplates US 10B US 10B US 10B US 10B STAT Paint US 10B Plastic C.A.S. 08700 2.02 Substitutions: A. Except as listed in the following paragraphs, no substitutions of materials will be accepted unless approved by the Engineer seven (7) days prior to bid opening. 2.03 Catalog cuts or physical samples must be submitted for approval. C. If any hardware items are approved, the Engineer will advise all of the contractors in writing as to which items or manufacturers are accepted as equal. Manufacturers: A. Butts: Provide non- removable pins (NRP) for all exterior outswinging doors and on those doors specifically called for under the Hardware Groups. Butts shall be by Stanley Hardware, or approved equal. B. Latchsets: Shall be as manufactured by Best Lock Corporation, or approved equal. 1. Types: a. Cylindrical type: Latchsets shall be with functions and designs as indicated in the hardware groups: Provide 2 3/4" back set, unless specified otherwise under Hardware Groups. 2. Latchsets shall be furnished with sufficient strike lip to protect trim. 3. All latchsets shall have wrought box strikes. 1. Types: 08700 C. Closers: Shall be as manufactured by Corbin, or approved equal. a. All closers shall be sized as recommended by the manufacturer's catalog. b. Wind condition should be taken into consideration, and the closer size should be increased accordingly. c. If, after the closers are installed, a larger size closer is required, the hardware supplier shall furnish the larger size at no additional cost to the installing contractor. cf. Closers shall be guaranteed against mechanical defects for a period of five years. D. Floor and Wall Stops: Shall be as manufactured by Builders Brass Works, Corp. (BBW), or approved equal. 1. Types: a. Provide stops as listed in the hardware groups. b. Contractor shall provide proper backing for all wall type stops. c. Where wall stops are specified, but cannot be used because of a construction detail, floor stops shall be furnished. E. ' Kickplates: Shall be as* manufactured by Builders Brass Works, Corporation (BBW), or approved equal. 1. Types: Provide 1/8" thick, color as selected (C.A.S.), plastic with full threaded screws, oval head, counter sunk. 08700.4 2.04 Locations: 08700 2. Sizes: Kickplates shall be 10" high x 1 -1/2" less than door width. F. Silencers: Three silencers, Glynn Johnson (GJ) 64 or 65, as applicable, shall be supplied for each hollow metal door. A. As recommended by A.S.A.H.C., B.H.M.A., S.D.Y., and N.A.A.M.M. All measurements are from floor, except top butt. 1. Butts: - top: 11 3/4" center of butt to top of door - intermediate: equal distance between top and bottom butts - bottom: 13" center of butt to bottom of door 2. Latchsets 40 5/16" to center of strike 3. Deadlocks 60" to center of strike 4. Push plates 45" to center 5. Pull plates 42" to center 6. Door closers as per manufacturers instructions 2.05 Hardware Groups: Refer to door schedule and previously listed instructions . for related information concerning following Hardware Groups: HARDWARE GROUPS: HW GROUP #1 - Doors #1 and #2 1 -1/2 Pr. Butts - Stanley #FBB 179 4 -1/2 x 4 -1/2 1 Ea. Deadbolt - Best #6T7L1613 1 Ea. Pull - BBW #47 x 290 - 3" x 12" Bronze 1 Ea. Push Plate - BBW #47 - 3" x 12" Bronze 1 Ea. Closer - Corbin #DA100 -3 1 Ea. Floor Stop - BBW #F- 8064 -2X 1 Ea. Kickplate - BBW #37 Plastic HW GROUP #2 - Door #3 1 -1/2 Pr. Butts - Stanley #F 179 3 -1/2 x 3 -1/2 1 Ea. Deadbolt - Best #6T7L1613 1 Ea. Latchset - Best #83K7ON4ASTK613LHRB 2.06 Special Tools: A. Provide Two (2) sets of any special tools required for installation and maintenance of hardware to the Owner. 08700.5_ PART 3 - EXECUTION 3.01 Supplier: A. Finish Hardware shall be supplied by a recognized hardware distributor who has been furnishing hardware in the same area as the project for a period not less than 5 years. B. The distributors organization shall employ qualified consultants and locksmiths who are available at all reasonable times during the course of construction to meet with the Owner, Engineer, or Contractor for hardware or keying problems. C. The supplier shall maintain a stock and parts inventory of all Finish Hardware items supplied for future service to the Owner. 3.02 Contractor: 08700 A. The Contractor shall be responsible for proper installation and operation of hardware in location specified. B. The Contractor shall protect all exposed hardware surfaces during the construction period from damage to products and finishes. C. The Contractor shall supply a room under lock and key to store all Finish Hardware until installation is made. 3.03 Inspection: A. At the completion of the project, factory representatives for door closers, exit devices and locksets shall inspect their hardware. The hardware suplier shall make any corrections required to correct any hardware errors. The contractor shall make any corrections required due to improper installation. B. The hardware supplier shall furnish certification that items specified have been properly installed and are functioning properly. C. Provide for final check and adjustment of Finish Hardware. Instruct Owner in proper maintenance and adjustment of hardware. END OF FINISH HARDWARE 08700.6 PART 1 - GENERAL 1.01 General: A. Related Documents: The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. B. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Painting work as indicated on the Drawings and as specified herein. 1. Work Included: The following is a list of the major items of work included in this Section: a. Prefinished materials, including factory finished equipment. 1.02 Quality Assurance: A. General: Preparation and application of materials shall be in strict accordance with the paint or stain manufacturer's recommendations. B. Submittals: Submit duplicates of color chips for each type of paint and stain prior to ordering material, for approval and selection by the Engineer. PART 2 - PRODUCTS 2.01 General: Section 9900 PAINTING 09900 a. All exposed interior and exterior metal that is not prefinished, including all hollow metal doors and frames, flashing, gutters and downspouts. b. All interior wood and trim. c. All exterior wood, including siding and trim. . Work Excluded: The following is a list of the related items of work not included in the Section: A. All paints and materials shall be the standard product of one of the manufacturers listed. Where only one manufacturer is listed, the particular product specified shall be used, unless otherwise approved by the Engineer. 09900.1 B. Touch -up factory finish paint on in -place building components furnished and installed by others to match original. 2.02 Materials: A. Paint: All paint, unless specified otherwise, shall be the standard product of one of the following manufacturers: PART 3 - EXECUTION 3.01 General: Cowman - Campbell Paint Co. E. S. Dupont Co. Glidden Co. Parker Paint Mfg. Co. Pittsburgh Paint Co. Pratt & Lambert Co. Sherwin - Williams Co. Paints of other manufacturers may be substituted at the approval of the Engineer. 1. Metal: Semi -Gloss Oil Base Enamel. 09900 B. Stain: Shall be semi - transparent oil base stain and wood preservative as manufactured by Darworth Co., or approved equal. C. Miscellaneous Materials: Miscellaneous materials such as linseed oil, thinners, turpentine driers, colors, paste fillers, etc., if any, shall be the product of the same manufacturer of the paint used for this project. Such materials as are not manufactured by the paint manufacturer shall be of the best grade available; approval for use of such materials must be obtained from the Engineer before being used. G. Colors: All colors shall be as directed by the Engineer. Undercoats shall be of slightly different color to permit identification. All colors shall be incorporated into the paint at the plant. No color mixing will be permitted at the job site unless specifically allowed by the Engineer. A. All materials to be delivered to site in unopened . containers bearing the manufacturer's label specifying the name and the quality, grade and description of the contents. The materials shall be applied in strict accordance with the manufacturer's directions, and they shall not be reduced or adulterated except as specified 09900.2; 3.02 Paint Schedule: Metal herein or directed and then only in accordance with the manufacturer's directions. 3.02 Surface Preparation: A. Interior Wood Trim (Not Prefinished): Shall be sanded and dusted clean. Nail holes, cracks, or other defects, shall be carefully puttied. Use putty compatible with type of stain to be used. B. Primed Metal: Shall be cleaned of grease, oil, dirt, or dust, rust, scale, and defective paint shall be removed by scrapers, wire brush or other approved means. Final cleaning shall be done not less than 30 minutes nor more than 5 hours prior to application of paint. C. Wood Siding and Trim: Remove all dirt, mildew, or other contamination and loose wood fibers. Also remove any pencil marks, grade stamps or other discolorations. The surface must be clean and dry. Surface Material Coverage Rate Interior Wood Trim Stain 1 Coat (Not Prefinished 200 SF /Gal and Cut Ends) Lacquer 2 Coats Wood Siding & Trim 3.03 Protection: 09900 Primer Touch -up Finish 2 Coats MDF 1.4 Mil Stain 2 Coats 250 SF /Gal A. Take necessary precautions to protect this work and work of other trades. Furnish and place sufficient drop cloths to fully protect all parts of the work during execution of this contract. The Contractor shall be held fully responsible for paint droppings. Paint droppings shall be entirely removed, or damaged surfaces shall be repaired in a manner acceptable to the Engineer. 3.04 Cleaning: A. All rubbish, waste or surplus materials shall removed from time to time, :and all, woodwork, hardware, floors, 09900.3 09900 or other adjacent work shall be cleaned up when so directed. B. Skylights shall have all paint spots and brush marks removed, and upon completion of the painting work, shall be washed and polished, on both sides. Skylights that are scratched or damaged by the painter's work shall be replaced as specified under the Skylight Section. C. Hardware and other unpainted metal surfaces shall be cleaned, using lacquer thinner or paint remover. No edged tools or abrasives will be permitted. The use of thinners and solvents on hardware or other finished materials shall be done with care so as to avoid possible damage or removal of protective coatings or finishes. 3.05 Right Of Rejection: A. No work will be accepted which shows lat3s,HstainS„,flat Or glossy spots or imperfections in surface over which .paintor.other finish is applied'. The'Engineer shall. have the right to 'reject all work which is unsatisfactory and to require the Contractor to replace such work at the expense of the Contractor. . .END OF PAINTING :0'9 FRP WALL PANELS PART 1 GENERAL 1.01 General: A. Related Documents: The General_ Provisions of the �? Contract, including the General and Special Conditions shall apply to the work specified in this Section. B. Description of Work: Section 9950 09950 1. General: The work of this Section shall include all labor, materials, equipment and appliances required to complete the FRP Wall Panel work as indicated on the drawings and as specified herein. C. Storage: Panels shall be stored indoors, protected from weather and exposure to sunlight. Prior to installation, panels shall be re- stacked on solid flat surface to minimize package distortion. PART '2 - PRODUCTS 2.01 Materials: A. FRP Panels Shall be KEMPLY frp surfaced panels as manufactured by Dyrotech Industries, Inc, or approved equal. 1. Panel thickness to be 1/2" in 4' x 8' sizes. 2. Color shall be Soft Beige 70. B. Accessories: Provide moldings, fasteners and sealants as required for complete installation. PART 3 - EXECUTION 3.01 Installation: A.i Install FRP Panels in strict accordance with "Installation: Guide" as provided by manufacturer. END OF FRP WALL PANELS PART 1 - GENERAL Section 10160 TOILET PARTITIONS 10160 1.01 General: A. Related Documents: The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. B. Description of Work: The work of this section shall include all labor, materials, equipment and appliances required to complete the Toilet Partition work as indicated on the drawings and as specified herein. C. Work Included: The work of this Section shall include t'he following items: 1. Toilet partitions, urinal screen and associated hardware. (Does not include any doors) 1.02 Submittals: A. Shop Drawings: Contractor shall submit three (3) copies of shop drawings to Engineer for approval indicating dimensions, fabrication details and installation details. B. Colors: Contractor shall submit samples of manufacturer's standard colors for selection by Engineer. PART 2 - PRODUCTS 2.01 Materials: A. Toilet Partition: Shall be "POLY -MAR HD" floor mounted with overhead bracing, solid plastic toilet partitions, as manufactured by Santana Solid Plastic Products, or approved equal. B. Urinal Screen: Shall be "POLY -MAR HD ", floor supported, solid plastic urinal screen, as manufactured by Santana Solid Plastic Products or approved equal. 10160.1 10160 PART 3'- EXECUTION 3 Installation: 'A. General: Inspect surface to which toilet partition door are to be attached.': Notify General Contractor of any unsatisfactory conditions:detriment'al to the installation of the work.; 'Commencement of the work will constitute acceptance of the surfaces by the Installer. Install partitions and, in locations shown :on Drawings in accordance with manufacturer.'.s recommendations. Provide all miscellaneous hardware and fittings necessary for complete installation of partitions and screen. END OF TOILET PARTITIONS PART 1 - GENERAL Section 10800 BATH ACCESSORIES 10800 1.01 General: A. Related Documents:' The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. B. Description of Work: 1. General: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Bath Accessories work as indicated on the Drawings and as herein specified. C. Submittals: Submit three (3) copies of shop drawings or Manufacturer's literature for all items of this section for Engineer approval. PART 2 - PRODUCTS 2.01 Materials: A. Mirrors: Shall be McKinney 140, 18" x 24" instituitional metal mirror, or approved equal. (4 required) B. Toilet Tissue Dispenser: Shall be supplied by Owner (To be installed by Contractor). C. Waste Receptacle: Shall be McKinney 1636, or approved equal. (4 required) D. Toilet Grab Bars: Shall be McKinney 9703 Type F 42" and 9703 Type F 36 ", or approved equal. (4 ea. required) E. Hand Dryer: Shall be McKinney 1050R, or approved equal. (2 required) F. Paper Towel Dispensers: Shall Be McKinney 610, or approved equal. (2 required) ,10800.1 PART 3 - EXECUTION 3.01 Installation: 10800 A. Installation: Installation of all bath accessories shall be in strict accordance with manufacturer's written instructions and approved shop drawings. B. Location:. Bath Accessories shall be installed at locations shown on plans at heights as required in the Washington State Regulations for Barrier Free Facilities. END OF BATH ACCESSORIES PART 1 - GENERAL 1.01 General: Section 15000 GENERAL PROVISIONS - MECHANICAL A. Related Documents: The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. B. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Mechanical work as indicated on the Drawings and /or as specified herein. 1. Mechanical Contractor shall be responsible for locating all openings required in building construction. 2. Mechanical Contractor shall be responsible for proper "rough -in" on all equipment to which he makes connection. C. Associated Mechanical Work: 15000 1. Work done by others in connection with the Mechanical work shall be done under the Mechanical Contractor's supervision and direction as required. 2. The Mechanical Contractor is responsible for the adequacy and timing of his instructions. D. Drawings: 1. The drawings are to some extent diagrammatic and do not attempt to show exact details. 2. Verify all measurements and connections on the job, and check vertical clearances. 3. Refer to the Architectural, Structural, and Electrical plans and specifications for other details of the job affecting the mechanical work. 4. When discrepancies occur between plans and specifications, the Engineer will determine which takes precedence, and the Contractor shall perform the selected requirement without additional cost. 15000 ..1 A. Ordinances and Permits: 1. Follow local and state requirements for all work. 2. Laws, codes, and ordinances take precedence over the plans and specifications. 1.02 Quality Assurance: 1.03 Submittals: 3. Take out and pay all permits and inspection fees required for the work. B. Workmanship: 1. All equipment and materials shall be new, latest model, and of the best quality. 2. Install all equipment and material in good workmanlike manner, in accordance with the Manufacturer's recommendations or instructions, and following the best practices of the trade. C. "Or Approved Equal ": 1. Items of equipment or material designated in the plans or specifications by use of a specific manufacture and number are so noted to indicate a standard of design, and are not necessarily intended to be restrictive. 2. Where a substitution is proposed, the Engineer shall be the sole judge of its acceptability. a. If the equipment selected by the Contractor varies in dimensions from the details on the drawings, the Contractor shall submit a drawing of the space, accurately to scale, showing all such equipment. This shall apply to both plans and sections. A. General: 15000 1. The Contractor shall submit three (3) copies of submittals and lists for approval within 14 days after contract is let. 2. Include in the order listed, items so designated throughout specifications. 3. Submit complete bound copy at one time. Partial lists not considered. 15000 4. Except as otherwise specified or shown, all material and equipment shall be standard catalog items of the Manufacturer. B. Submittals: Before ordering, submit an itemized list of the following equipment, including Manufacturer's specifications: PART 2 - PRODUCTS 2.01 General: 1. Plumbing Fixtures A. Orders For Materials: Fixtures or equipment shall not be placed by Contractor until approval is obtained from Engineer in writing. Verbal approval will not be considered final. B. Material and equipment stored on site shall be suitably protected against weather, corrosion and dirt. PART 3 - EXECUTION 3.01 General: A. Interference: Mechanical Contractor shall coordinate the installation of his work with other contractors to eliminate conflicts and interference. B. Temporary Utilities: 1. Water: Make water available for Contractor use during construction. Water shall be paid for by Owner. 3.02 Testing, Balancing and Inspection: A. Testing: 1. Pressure Testing: Mechanical Contractor shall be responsible for pressure testing of domestic water supply system. Piping shall be tested with water at a pressure of 50 psig higher than line pressure but not less than 150 psig for 8 hours. Any defects shall be corrected and tests repeated. 2. Sanitary Testing: Mechanical Contractor shall be responsible for sanitary testing of domestic water supply system. Pipelines shall be sterilized with chlorine in an amount to provide a dosage of not less than 50 parts per million. After a contact 15000.3 period of not less than .8 hours, system shall be flushed with clean water until residual chlorine content is not greater than 0.2 part per million. Sanitary test samples shall be taken in accordance with King County Health Department regulations. Re- sterilization will be required when unsatisfactory samples are encountered. B. Inspection: Mechanical Contractor shall conduct a complete final inspection of all mechanical systems and equipment. He shall operate all systems and equipment to verify that all are functioning as intended. He shall make any repairs or replacement necessary to insure a complete and operational mechanical system as shown on the Drawings and as specified herein. 3.03 Documentation: A. Guarantees: 15000 1'. Make complete mechanical installation, connecting to equipment shown on the plans, or called for in the specifications. 2. All work, material, and equipment to be free of defect. 3. Without cost to Owner, correct all defects and failures discovered within one year from date of final acceptance; except when, in the opinion of the Engineer, such condition is due to neglect or carelessness of the Owner. 4. The guarantee of the Mechanical Contractor is independent of shorter time limits by any manufacturer of equipment he has furnished. 5. Make all necessary adjustments during first year of operation. 6. The presence of an inspector during any construction does not relieve the Contractor from reponsibility for defects discovered after completion of the work. B. As -Built Drawings: At completion of job, submit one set of blue or blueline prints on which the Mechanical Contractor has drafted deviations from the original plans for concealed lines. 15000.4 15000 3.04 Protection and Cleaning: A. Protect all equipment from damage and, against rust and dirt during progress of the job. END. OF GENERAL. PROVISIONS - MECHANICAL PART 1 - GENERAL 1.01 General: Section 15400 PLUMBING A. Related Documents: The General Provisions of the Contract, including the General and Special Conditions shall apply to the work specified in this Section. B. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Plumbing work as indicated on the Drawings and as specified herein. 1. Work Included: The. Plumbing work shall consist of all interior piping and fixtures, which include the following major items of work: Cold water supply piping; Waste and. vent piping; Insulation of pipes; Plumbing fixtures as scheduled. PART 2 - PRODUCTS 2.01 Materials: A. Water Supply System: 1. Building Piping Material: a. Aboveground: ASTM B -88, Type copper. b. Wrought copper fittings. Bend piping with Senna Bender where practical. c. Underground: ASTM B -88 Type "K" or "L " copper. d. Solder:. Silver alloy solder for buried piping; 50 -50 tin -lead solder for aboveground. e. Brass I.P.S. nipples for fixture connections. f. Use insulating- unions where joining dissimilar metals. 111 15400 hard B. Drainage and Vent Piping: 1. Drain, Waste and Vent Material: Acrylonitrile- butadiene - styrene (ABS) drain, waste and vent pipe and fittings conforming to ASTM D 2661. C. Pipe Insulation: Shall be 1" thick Fiberglas ASJ /SSL- II Heavy Density One -Piece Pipe Insulation with All Service Jacket/ Double Self Sealing Lap as manufactured by Owens /Corning Fiberglas Corp., or approved equal. D. Plumbing Fixtures: 1. General: a. Obtain exact locations from Architectural plans. Mounting heights of fixtures shall be in accordance with the Washington State Regulations for Barrier Free Regulations. b. Stop valve for each water connection for each fixture, including sinks, except where integral stops are specified. c. Where trim or rough is not specified, furnish as necessary for the completion of the job, . and of the same quality as specified elsewhere. 15400 . All fixtures shall be white, acid- resisting enameled cast iron, unless noted otherwise. e. All trim chrome - plated. f. Escutcheon plates for exposed lines thru walls and floors. Install wall carrier fittings where specified and as required for wall mounted fixtures. Where special wall carriers are not specified, use carriers or hanger clips furnished as standard for the particular fixtures. Provide backing. Install trim as specified and connect to equipment furnished by others. i. Where not otherwise specified, P -traps shall be 17 gauge tubing, chrome - plated Each trap plainly stamped with manufacturer's mark and gauge of trap. Lavatory traps - 1 1/2" 17 gauge chrome - plated. . Fixtures: a. P -1 Wall Hung Lavatory Regalyn Wall Hung Lavatory, Model 4869.012 with Heritage.centerset lavatory faucet, Model 2103.137, by American Standard, or approved equal. b. P -2 Water Closet Neolo Toilet with Integral Seat, Model 2531.011, by American Standard, or approved equal. Flush valve shall be Sloan Royal #144, or approved equal. c. P -3 Urinal Allbrook Water Saver, Model 6540. by American Standard, or approved equal. Flush valve shall be Sloan Royal 180 -1.5, or approved equal. e.: 15400 P -4 Floor Drain Model ZN -415 floor and shower drain by Zurn Industries, Inc., or approved equal. P -5 Floor Cleanout Model Z- 1455 -2 Dura- Coated floor cleanout by Zurn Industries, Inc., or approved equal. P• -6 Hose Bibb Model 24C anti - contamination wall faucet by Woodford, or approved equal. P -7 Drinking Fountain Saratoga Drinking. Fountain, Model - 83 10.1:20. with integral and wall, hangers by' American Standard, or approved. equal. P -8 Service Sink Lake Laundry Sink, Model 7602.055 with black angle iron frame, Heritage Service Sink Faucets Model 8340.242, and Model 830 drain and strainer, by American Standard, or approved equal. PART 3 - EXECUTION 15400 3.01 Installation: A. Installation: Installation of plumbing items and fixtures shall be in accordance with Section 15000, General. Provisions Mechanical and the Uniform Plumbing Code. Provide all miscellaneous materials and accessories necessary for complete and operational plumbing system. END OF PLUMBING . PART 1 - GENERAL 1.01 General: A. Related Documents: The General Provisions.of the Contract, including the General and Special Conditions . shall apply to the work specified in this. Section. .Description of Work: The work of this Section shall include all labor, materials,' ,equipment and appliances ,required to complete the installation of the Electric Heater as indicated'on the drawings and as specified herein. PART 2 - PRODUCTS 2.01 Materials: A. Electric Heater:. Shall be. Model No. FHW -1758, 750 Watt, Electric•Wall Heater with built -in thermostat, as manufacturered by Emerson- Chromalox, or approved equal. Other Material: All other materials not specifically described, but required for a complete and proper installation, shall be as selected by the Contractor subject to the approval of the Engineer. PART 3. EXECUTION 3.01 General: Section 16890 ELECTRIC HEATER END OF ELECTRIC, HEATER 16890 Installation:' Install Electric Wall_Heater as indicated on drawings and installation shall be in strict accordance with -manufacturer's recommendations. Electric Wall Heater shall be install a minimum of 60" off the floor. ProJeci:,,rr^^ C - / ,,...5" /"i ype of Inspection: " � 'r/ , .. / Address:� Date Called; yz...., Spedal Ins ructions: //' °1-1 Date Wanted: Requester: 1 1T' z Plane No.: `s- 'E. 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable COMMENTS: ' wept No.: INSPECTIO 'R'ECORD;. -- Retaln a` 'copy with permit Date: (206) 431 -3670 mectleogequired prior to approval. Cl $30.00 REINSPECTION REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter: Blvd., Suite 100. Call to schedule reinspection: roe "'F erti„ , T ype - �I it"��C 5 of Inspection: rub l i c... Work 5 Find\ Address: DS - Date Called: f -a - 9a t tD 5 Special Instructions: R r as rn Date Wanted: .-2 a• - 1 Q 8 p.m. Requester: , ` cob... Phone No.: iz-133 - 'Q 1 9 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: o. ( INSPECTION RECORD . , Retain a copy with permit PERMIT NO (206) 43i -3670 El Corrections required prior to approval. ai sal- PKoal.'Lo aff O $30.00 REINSPECTION FEE REQUIRED. Prior to rei fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Projec Caaaati If Type, sp:ci•n; • sass: Al ' 414 =t e a e•: Special Instructions: Date Wanted: am p,m. Req ter; , r Phorfe No.: nspector: NSPECTION NO. INSPECTION RECORD C. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 *Approved per applicable codes. 6 PERMIT N0. / (206) 431- 3670 O Corrections required prior to approval. COMMENTS:. El $30.00 REINSPECTI ' N FEE REQUIRED. Prior to relnspection, fee must be pald at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. PROJECT: MOM - HAA., PERMIT NO. /' SITE ADDRESS: "" kV �, DATE CALLED: -- ,-- 1 TYPE OF INSPECTION: . �1 .�.. � �,.i OMEN SPECIAL INSTRUCTIONS: III • DATE WANTED: G1 ' �� '- � � I 1 P.m. REQUESTER: (--, PHONE NO.: a /4_ — &3 O / INSPECTION RESULTS /COMMENTS: 4-LA 4 A "✓ \i—,, 'try c,�[R • INSPECTOR: ` 2. ---'' DATE: / 0-- 3 - as < .. .�..4.,� %d'1..a.,�,c:�,�3�($ 5" r1c� ''.s::R:� «.�,•�:sviu..vNr.,. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 tvn "sini?:L� ?GSNt INSPECT RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: �_, I,J 0 PERMIT NO. 69 % % g g DATE CALLED: D -- _ ,,,_, ` ; SITE ADDRESS: 111111011M � TYPE OF INSPECTION: f ' DATE WANTED: # ; -- , SPECIAL INSTRUCTIONS: REQUESTER: ' , i PHONE NO.: -- g g t INSPECTION RESULTS /COMMENTS: t.....„,,,..3 c.„\--k ref ,J DATE: 1() 1 2 1 4 1 1 INSPECTORS . '' .".11IS?S'J CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 I ol,ttwr,: t.J.114,J4lib^74:V:5! TJ`J .C.kt∎ x'14.4.; CL' ?:�Lr_:: • INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: �7 �I v V Md.— PERMIT NO. Cp (D F .4 f SITE ADDRESS: 1 ( D 1/ °'' DATE CALLED: 4%- C ---ci 1 TYPE OF INSPECTION: ■ G A/ z kir „ „,/ 1 A) DATE WANTED: -- / 8.. 1 SPECIAL INSTRUCTIONS: /1 , + ' aryk REQUESTER: GC/Y - e. I /►ii.J �if PHONE NO.: air ( -- i 8" IN' ECTION RESULTS /COMMENTS: / C - 7 1 , c ,,L,y, G r ��, �C.0C, ) � ...0 C'y 0 "TO 4_} f? c ( _a/cr, !T, c ' � Eli^ (Cl r 7/-0 INSPECTOR: f�,, :,,,.ef DATE: 9'-- -- 9/ IS.`.r..'4�;;: %s '.., c1. S' l:: rG` G' l-w �htia ' ":§:' &rmt�r:crrrS�1'a+whu� m:InuMPaor•,�4�n., t...in s.nben�.. ,+ ... rrn, x4^ a:r m�,,:• Uw.+ n^ trY ...�..wmi....tt...„.'.:�..:,. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard =#100 Tukwila Washington 98188 ;1 717 City of Tukwila Project Name Address 57/ Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 4 nil Authorized Signature FINALAPP.FRM FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule / Needs shift inspection :iiiF - 7Z.! Control No. Permit No. r rs Approved without correction notice �� �'''��' Approved with correction notice issued Date Gary L. VanDusen, Mayor. � �s3 �? rk lt} t' �" x, �.( ,;t.l " ".,:ri::J,'�::7•`i*`�-.'y� �?�;': 1".,k.'. ".`tn:� ��'`". BUILDING DIVISION MEMO Et PERMIT #6688 FROM: R.$03. ✓ � r DATE: August 20, 1991: SUBJECT: CRYSTAL SPRINGS PARK, RESTROOM'BUILDING DAVE WELLS (CONTRACTOR) CALLED TO REQUEST-APPROVAL. OF TO .METHOD OF PLACING FOUNDATION CONCRETE.: PLANS CALL FOR MONO. POUR FOR PERIMETER FOOTING AND STEM WALL. DAVE IS HAVING PROBLEMS. WITH THIS AND WOULD LIKE TO "TWO" POUR THIS DETAIL. MY COMMENT TO THIS PROPOSAL WAS THAT DOWELS WOULD BE NEEDED TO CONNECT STEM WALL TO FOOTING. I TOLD DAVE THAT THIS REVISION WOULD HAVE.TO GO THROUGH THE DESIGN CONSULTANT FOR APPROVAL FIRST AND THEN IT CAN' BE SUBMITTED TO THE BUILDING DIVISION. REVISED DETAIL MQST.BE:STAMPED BY CONSULTANT. DAVE-SAID'-:HE WOULD CONTACT`. CONSULTANT.GAVE FAX # FOR. USE . • i+G 4 1 T ' ^.! :.v1' ...r.r. 1+•str 'fin. ) TO: FROM: DATE: SUBJECT: CITY OF TUKWILA • 6200 SOUTHCEA'TER BOULEI'ARI). TUti II'/l.A, WA OS /Rfi M E M O R A N D U M xc: Bob Giberson,Senior Engineer Development File: Crystal Springs Park `< Read File P /IO.\'E # 1306) 433-1800 Don Williams, Parks and Recreation Director John A. Pie�"og, Associate Engineer, Public Works July 10, 1991 Crustal Springs Park, 5116 South 158th Street 1" Water Meter for Restroom Building If you have any questions, please call me at 433 - 0179. Enclosure a/s it The Public Works Department has reviewed and approved the plans for the above facility. Enclosed is a blank Water Meter Permit (Permanent) Form. Please fill out the complete Bill of Sale side and return to Arline McCready, Administrative Clerk for Public Works. The fee for this permit is $325.00. Special connection charges have been waived due to City participation in water main extension costs which were included as part of the overall project. Once the completed permit form has been returned to this office, you will need to contact Denise Millard, Permit Coordinator at 431- 3672, for permit issuance and pickup. Cam 1.. t trr"Unsr", d /uror .1: 8' TYP 2402.02 • STA 2402. STA. 10+ 00 1 STA. 10400 45 •249.10' A • 08 -34'- L • 386.50' T • 244.3G' C 17 r x[)R ('( NO' ):S FOR A ll)I'11V0 AI,1'ERNATI O In 0 COORDINATE WAIF!! !LW( .SIIUT.OFP ALONG 33147) AVE. S. WI'lll CITY OF TUKWII.A. 1 2 L•;( 11 OALVANI%3:U IRON PIPE TEMPORARY SERVICE 10 EXIS'i IM, MI.11)14 AT N W. CORNER OP 51147) (VIE. S. ANI) S. 151111 ST. ROUE I) AND 1'0141' OF CONNECTION 111 EXIS'T'ING SYSTEM 54111(1)('( TO (1 IY AI'I'K11VAL. ((27.1.1 OVING PLACEMENT OF NEW MAIN IN SI.ItVI('IL 1451'1.1.(. S(I(V11'E CONNECTION. I I/2 10(11, 811)9(11 X 1 IR INCII SAL.nI IL 11/2 IN. 11 ('l)Ill'OI(A'll! 511)1', 1 (/2 INCH SERVICE LINE AND RECONNECT 7.2)151 (47) 611:1 ER. INSTA1.1. 1 112 INCII VACUUM IIKEAKI':I( ASSEMIII.Y 00 0X151(40 2• 10(11 SI:KVICE 10 )'ARK 1111t1(3A1 100 SYSTEM. STA 1110.1 (1' RT.) ('(103'1111/(11' ONE &INCII 04.114 VALVI! WITH VALVE BOX AND COVER. ON4: 8 40(11'ITIi, 041E 1 (NI :I I X 6.10011 REDUCER. ONE 6 IN( 11 I LE X1111.11 COUPLING. CONS11(I1CI' 230 L.P. OP DUCTILE IH1)0 I'II'I: I11(4 WA'I I MAIN, 8121011 DIAMETER NOHTII 144 04.1 11111 1• IN('11'1(0. STA. 111.41 (1' 14T 1 C((4S'IRUCT 115 I..0. OE 111101/142 IRON PIPE 1 OR WAITER 114.14, 8 INCH 7)(1111)1147 WI.51' FROM 'DIE 8.10011 O CONNECT 10 EXISTING 8•144011 (14.111 VALVE. O HCC04NECt EXIST (NG FIR)! IIYDRAN E. O STA. 91 IS (4' KT) CONSTRUCT 1-1NC11 X 6.10('11'1'00. ((1112 VALVI! 1 1 1 WI VALVI! 1111X AND COVER, FINE 1I9IIRAN4 ASSEAMI11.Y AND GUARD I'(15 I5 PER CITY STANDARD PLAN W.), WS, AND W.6 STA. 4.1518' k't.)'(05')'4.. 5.141 RT.) CONS" MICE 343 I..1'. OP DUCTILE IkON 1'11'1) FOR WA'I'TER AMAIN, 814011 UTAA11i1ER. STA. 5.64 (12' 141' 1 CONSUL/0E 11.2S DEGREE 11111912 WI'll1 CI!MUOT (ON(RE1'(1121(411141' III 0044 5TA. 3 .(//(12'KT(TO STA. 3.07(12' ('DNS 11411('0 (.5 I. I•. OF 1E10111.0 11400 ('11'4! FOR WATER MAIN. 8.14011 01,0410 ER. O STA 5.11' (12' 141.) 0ONSTkUCr 110011 X 6.119C11 1190 WI'lIl 04504544 00190111.1E 11IIUS 1' 111.00K. 614011 DIAMETER GA11) VALVE WT111 VALVE BOX AND COVER, FIRE HYDRANT ASSEMBLY AND GUARD POSTS PER 041'9 S AHI) 111 ('(.AN W.), WS AND •6. ST'A. 3417112' k 1'.1 STA. 4.12 119' 141.) CONS1 kUC1' 27 1..0. 00 0(30111.11 IRON PIPE FOR W,Vl1i14 MAUI, (1.14011 UTA /41E11iR O STA 4.12 (19' RT.) CONSTRUC4 22.51)1(7441)11 BEND WI'TI004.11!04 00001411 1i'111BUS'I' 111.001:. STA. 4.82 (19' KT.1'IO STA, 3.98122' 14'1'.) 00(454(44101 92 1..1. 01• DUCTILE IRON 1919:19)1( WA1i3( MAIN, 8.74(11 UTAMED:IL k1:51OVI! ANU ICI: CONS'IRIlCE EXISTING CURB. Gl1't1(04 ANI) SIDEWALK Ati NECESSARY. • STA. 301 (22' RI'.) 00)45114(30422.51)1)0111)1)11001) 14111) CIiAl1iN1' CO4CRI!TI:'111R(1ST (LOCK. S'I'A. 3.94 (22' k'1'.)1'0 STA. 3.10 (22' R't.) ('ONS'1 /NICE '94 1.0. OF UUC1'II.E 114019 ('(('E 1014 WA'1154 MAIN, 1.10011 DIAMETER. STA 3.10 (22' RT.) 0(1.451K11CI' 22.5 DEGREE (I7)ND 141111 ('(1411:01' 004044) 445 :11(111151' (11.00K. STA. 3.111(22' 81',)1'0 STA. 2.28 (14, 1(1'.) C'ON51 RUC( 85 LF. OF 0110111.11 IRON PIPE 1044 WATER MAIN, R40(:11 UTAAIET ER. STA. 2023 (14' K t 1 0O4S'(1C11(:T 644011 X 1 )4E4011 SAl)l)l (1. I ((.1N0II CORPORATE STOP, 1 (K( INC' I 1114.4.11:1'014 PRESSURE 1401101 :040 VALVE W1111 METER 110X, I {)(11¢011 W'AT'I!K 14 ASSEMBLY AND 129 I..1'.' OF COPPER 1'1171 FOR WA 11614 SERVICE. I,?!y144('111)1A11E'1IEK AND I )1‹ INCII 4.1)4.1•1044. X II 12 STA. 2.28 112' RT.) COW 44004 11.25 DEGREE. UIENI) WI11I CEMENT CONCR41)2 (IIKUST (11,0044. S1'A. 2.28 (12• 14 ('.) TO S'T'A, 2.(81(10' R'1'.) ('ONS1111.C1 30 1..1', OP DUCTILE IRON ('IPI! 10k WATER MAIN, ILINC'I I l)IAMEITER. I1 STA. 2.33 (10' WTI CONSTRUCT $•INCII X 6.14(71'1111 W(1'II 0(11(1101' CONCRETE. 11(I(UST (((.0044, odNC11 DIAMETER (14.1'11 VALVE WW1 VAI.VE 110X AND COVER. PIKE HYDRANT ASSEMBLY AND GUARD ('OS'I5 PER CI'I Y STANDARD PLAN 14.3, W3 AND W 6. STA. 2•33 (10' RT.) TO STA. 12011 (.141' I.T.) CONS RUC)' 335 1.0. 00 UUCI I1.I:IRON PIPE FOR WATER MAIN. 84E111 DIAMIETIER, H STA. 10.02 (RT.) CONS 1.140(1 SERVICE CONNECTION INCLUDING SADDLE, CORPORATE S1UI', SERVICE LINE, 3N•INCII X 5 /8424CII METER ASSEMBLY INCLUDING METER 110X. 3/4.10011 PRESSURE REDUCING VALVE WI'111 MUTER 110X. RECONNECT EXISTING SERVICE. 15 STA. 10.02 (LT.) CONS'IR11Ct 4(1011 SERVICE CONNECTION INCLUDING SADDLE, CORPORATE 5101', SERVICE LINE. 3/44NC)1 X 5/840011 611:11111 ASSEMBLY INCLUDING 0451'(18 BOX, 3/414011 PRESSURE. REDUCING VALVE 11'011 MINER 110X. 11(0011N1.01 EXISTING SERVICE. 16 STA. 11.34 (441' CONSTRUCT 1.114(11 SERVICE: CONNECTION INCLUDING SADDLE, CORPORA'll! STOP, SERVICE LINE, 3N4NC11 X3/5 144011 ML'11114 ASSLMlll.Y INCLUDING 1111'(444 UOX. 3/4.14011 PRESS(IKP. REDUCING VALVE WITII 1,1(111 :R 110X. RECONNECT EXISTING SERVICE. 17 STA. 1704 t)0' LT) CU1151'BUCt FIRE IIYUR1.1(1 ASSEMULY W41'l) CEML'Nl 000( 1 4111'11 11114(451' ULOCK AND GUARD 405(5 1144 041'Y STANDARD )'LAN W1, 44.5. AND W.6. STA. 12494 (30' LT.) TO STA. 13•32 (2011,11 CONSIRUC4 38 L.P. OP DUCTILE IRON I'll'(' FOR WA1111 MAIN, 8.141011 DIAMETER. (1) STA. 13.32 (30' I.T.) CONSTRUCT 8.INCII GAZE VALVE 141111 VALVE BOX AND COVI k INSTALL ('(.UG AND 711RUS't BLOCK 00 11111 DOWNSTREAM 510(' 00 'IT 1E VALVE. CIUf:1VA1,K robs) 4 114:141(44 4nTta 0 0 - w- -S- CORE D1411.1. EXISTING MAN1101.1!'1'0 RECEIVE NEW DUCTILE IRON 121101' CONNECTION 00k ('VC SEWER 1'11'1!, 8.14011 DIAMETER PER CITY STANDARD PLANS S.3 AND 5.6 (SEE SANITARY SEWER 1'1(OPILU FOR INVERT fl M/ATION). CONNECT 4111%V DUCTILI! IRON SEWER ('111110 )EXISTING MANI1411.11. PAT 0.11 ('AVRM(IN4I'EER CITY 07''IUKWILA 511.00ARI) PLAN 841. CONSTRUCT SSMI 111, 5114. ((014 11AN11(1(7), .18•(4(:11 1)14.04114 PER (11'Y STANDARD PLANS 5.1(1 AND 3•12. I'IIOVlllli LOCKING III), (ma. DOWN TYPE PER CITY STANDARD PLAN 5.1. CON51RUCt 554.111 112, SI IAI.1.O1V 1,1AN1101.1!, 48.1)40)1 UIA4.1E'11)K PER CI'T'Y S1'AF'DAKO PLANS 3•1(1 A01) 5•12 CONS' K11('1' SEWER CI.IEANOUT, 4.1)41)1111)1.4.10111(441 ACC(lI(IMNC(E WI Ill (ITV STANDARD ('(.1.0 5.214('411 8•( 1 ■0)1 91914 •014 ('(1410(1011(10'(0 ((455'444000 /11.41411 (.14411 (5(411141)5'11(000 1211AWI1(GS) CONSTRUCT CI!MI34'f CONCRETE SIUEWAI K PER CITY 01;11)K WII.A STANDARD I9.AN R•5 AOAINS'1 "1'1(11 )EXISTING CURE AND G(I1'l134 AT 11111 FOLLOWING LO('A'T'IONS: STA, 2.02 (RT.) To 3.')0 (41'.) 5'M. 4,50 (RT.) TO 6.62.50 (RT.) STA. 6.3845 (LT.) TO 6.7070 (0t.) STA. 2.25 (TIT' RT'.) 00051(40CI' 1(AMP (SEE LANDSCAPE DRAWINGS). 0)3(43114(301' WI PEEL CIIAIII 1(4.4.11' AT 11111 FOLLOWING LOCA'1IONS: STA. 2.3(1(1)1' KT.) 144.'4):44 CONS41(UC1'ION 40')'1:5 FOR .4011(1'1VE Al 1'EI(NA'I'IVE STA. 10•85 (LT.) CONSIRUC t 1.1)4('11 511444101! CONNECTION AND TAP TO EXISTING 2.101011 )'VC LINE INCLUDING A 54.001.1!, C0141'01A11! 3'IOP, SERVICE LINE., 3/4INC(l X 5/8.(8(11 4.1(111i44 ASSEMBLY INCI.UDIN0 A171(4R 110X, 3N4NCII PRESSURE REDUCING VALVE W1'111 Ailing BOX. LEGEND: EXISTING NEW 7)4 N GATE VALVE Y THRUST BLOCK -W _ WATER MAIN --8 -- SANITARY SEWER o-- CO. CLEANOUT 0 • MANHOLE CS .111 METER /PRV (•-• FIRE HYDRANT ASSEMBLY ADDITIVE' ,' ' •' ALTERNI VE•C :, ) 4 ■ ADDITIVE AI_TERt4ATIVE 0, 5FWF:14 CONsTImeTNIN ND'11•:5 FOR ADDITIY): ALT'EK'1ATIVE / 0 ORII.1. EXIS'riNO MANHOLE '10 RECEIVE NEW DUCr1I.E IIION ' CONNECTION FOE PVC SEWER 1'111!, l.INCII DIAMETER PER CITY AMMO PLANS S•$ AND 5.61500 SANITARY SEWER PROFILE FOk i141' EI. CONNECT NOW DUCIB.I! IRON SEWER 1110 TO INO MANIIOI.Ii. PATCII PAVEMENT PER air OP TUKWILA NDAKD PLAN 11.1. S'l1tU(.'r SSMII 11, SIIALLOW MANI(0I.1:, •I14 INCtI DIASIWIItK PER ' :STANDARD PLANS 5.10 AND 5.12. PROVIDE LOCKING 1.11), 1101.T. N TYPE PER CI STANDARD l'I.AN S.I. STRUM S5MII 12, 5I IM.I,OW AIANI101.14 411INC'11 DIAAII TER PER STANDARD PLANS 5.111 AND 5.12 C(INSI HINT' SOWlik AN0U'r,1.1NCI1 DIAMITIOR IN ACCORDANCE WII'11 (Try STANI)Altl) N S.2 WI'1111.1 1(11 WYE I Olt C.UNNECI ION '10 ItESTKOOM WASTE 13111E H0S'IR(X)AI DKAWIN(;S) ( rntjj)ltII(: r1UN S'1'RUCr CIISIIINF CONCRETE SIDEWALK PER Cr1'Y OF 1IJKWILA NNAHOI'I.AN R.5 'r'1'1111 IIX tS'IINU Gl CURII AND TI EI( AT I:OI.I.OSVINO LOCATIONS: STA, 2402 (RT.) TO 3.56 (1('1'.) S'rA. 4450 (RT.) TO 6462.50 (ItT.) STA. 6.38,45 (LTC) 10 6.70.7011T) 2.23 (10' RT.) CONSTRUCT RAMP 150E LANDSCAPE DRAWINGS). 5'114,11C1' WI 111111, CI IAII1 11.5511' AT TI III FOLLOWING I.00A1IONS: STA. 2.31110' RT.) )NSrILUGTION )10'105 0011 A1)1)11'IVP, A6TEHN.1'rIVY. 10113 (LT.) CONSTRUCT I1N4'II SERVICE CONNIICIION AND TAP 10 S'rINO 2•INCII PVC LINE INCLUDING A SADDLE, CORPORATE STOP, VICE. LINE '3 /4•INCII X 5 /8•INCII 511 :1'IIK ASSEMBLY INCLUDING MGrInR 3/4•INCN PRESSURE 111:D(JCIN( VALVE Wl'111 NIGER BOX, ADDITIVE'''., `. • ALTERNATIVE C— G END NEW GATE VALVE THRUST BLOCK WATER MAIN SANITARY SEWER CLEANOUT MANHOLE METER /PRV FIRE HYDRANT ASSEMBLY STA : 2402.02, S ST.• STA. (0 +00, 5151 AVE. S. 2402.02• STA. 10+00 'i R • 249.10' 9 A • 88 -00" ;� L •386.50' T • 244.3G • ADDITIVE ALTERNATIVE B ''.'ADDITIVE ALTERNATIVE A 854411 # CITY OF SEATTLE 60" TRANSMISSION MAIN, CRPL N0,4 !1 106' 00 - 00 " 7400 0 10( 004 yi -REMOVE AND REPLACE EXIST. 6' C.I :WATER MA1 _COIINECI.10 EXIST. MIEN. .-PHV VAULT P (EXIST.), MASTER ;ALTER VAULT (EXIST. ) 4 1 1! ti l' iew..t 1t •• ADDITIVE AI_TEM ATIVE : B ..c.1 . • 40 0 40 80 ('•40' 1(111... 18 •vL: r -.'- , , . .. c,e YJ % 4 'L s� / 1 'N uaC CITY OF TUKWILA 6200 SOUTIICENTER (BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -239: Crystal Springs Park 5116 S 158 St PHONE N ('206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME PAR F THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (Q(p j' 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 6. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 8. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. Gary L. VanDasen, Mayor Crystal Springs Park Page 2 Validity of Permit.. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. - No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 X 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening '431 -3670 11 12 13 R 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 5116 S 158 St BUILDW:3 PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) BUILDING PERMIT NO. U DATE ISSUED: SUITE NO.: PROJECT: Crystal Springs Park CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied In place. W �� 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or If underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximatey midpoint. 7. FRAMING - After rough -in Inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before Installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 09/14/90 PLLN REVIEW COMMEiV , 3 Plan Check No.: I I " Project: STS 5 ( ts1CtS QsTrivolv6. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final PLLN REVIEW COMMEiV , 3 Plan Check No.: I I " Project: STS 5 ( ts1CtS QsTrivolv6. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. DATE: OCCUPANCY GROUP TYPE OF CONSTRUCTION BUILDING HEIGHT /# OF STORIES FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS a DETAILED REQUIREMENTS NOTES 0 CHAPTER 51 -10, W.A.C. 0 PREPARED BY: ( PLAN REVIEV‘ CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: G r 6pULIhtcts- •� �� ADDRESS: 5 , S 1c5 3t 6 14 PLAN CHECK NUMBER ' l - z ?1.._e�. 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 1 OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. tL ZG:S Cow . clew&, Leo Leoetiz Qy +wE. °D Wove 10 DATE: L 00( • EXHIBIT "A" RECEIVED CITY OF TUKWILA JUN 0 6 191 PERMIT CENTER Parcel A: Tract 8, Brookvale Garden Tracts, according to plat recorded in Volume 10 of Plats, page 47, in King County, Washington; EXCEPT the south 30 feet thereof conveyed to the City of Seattle by deed recorded under Recording No. 4101554; AND EXCEPT that portion thereof conveyed to King County for road by deed recorded under Recording No. 4063864; AND EXCEPT ap CV that portion thereof lying within a 100 -foot wide strip conveyed to the State of Washington for highway purposes by CD deed recorded under Recording. No. 5571095; AND EXCEPT roads; AND EXCEPT that portion thereof, if any, lying north of a cp line described as follows.: CD Beginning at the southwest corner of Section 23, Township 23 North,'Range 4 East, W.M., in King County, Washington (being the southwest corner of the plat of Brookvale Garden Tracts, according to plat recorded in Volume 10 of Plats, page 47, in King County, Washington); and running thence north 00 °41'21" east, along the west line thereof, 328.713 feet to the true point of beginning of the line herein described; thence south 88 °16'00" east to the westerly margin of 53rd Avenue South and the terminus of said line; TOGETHER WITH that portion, if any, of Tract 7 of said Addition lying south of the above- described line. Parcel B: The southeast quarter of the southeast quarter of the south- east quarter of Section 22, Township 23 North, Range 4 East, W.M., in King County, Washington; EXCEPT the north, south, and east 30 feet thereof for road; AND EXCEPT that portion thereof conveyed to King County for. road purposes by deed recorded under Recording No. 4063864; AND EXCEPT that portion thereof conveyed to the State of Washington for highway purposes by deed recorded under Recording No. 5661903. TOGETHER WITH rights to the waters of two unnamed springs as disclosed by instrument recorded under King County Recording No. 638525, and as contained under State Certificate issued Novemb 23, 1962, recorded under King County . Recording No. 5596280. . / 0-P /4" A-/ RECEIVED CfYOFTIJKWILA EXHIBIT "A" JUN 0 6 1951 PERMIT CENTER Parcel A: Tract 8, Brookvale Garden Tracts, according to plat recorded in Volume 10 of Plats, page 47, in King County, Washington; EXCEPT the south 30 feet thereof conveyed to the City of Seattle by deed recorded under Recording No. 4101554; AND EXCEPT that portion thereof conveyed to King County for road by deed recorded under Recording No. 4063864; AND EXCEPT aD N that portion thereof lying within a 100 -foot wide strip O conveyed to the State of Washington for highway purposes by N deed recorded under Recording No. 5571095; AND EXCEPT roads; N AND EXCEPT that portion thereof, if any, lying north of a c0 line described as follows•: CD Beginning at the southwest corner of Section 23, Township 23 North,•Range 4 East, W.M., in King County, Washington (being the southwest corner of the plat of Brookvale Garden Tracts, according to plat recorded in Volume 10 of Plats, page 47, in King County, Washington); and running thence north 00 °41'21" east, along the west line thereof, 328.713 feet to the true point of beginning of the line herein described; thence south 88 °16'00" east to the westerly margin of 53rd Avenue South and the •terminus of said line; TOGETHER WITH that portion, if any, of Tract 7 of said Addition lying south of the above - described line. Parcel B: The southeast quarter of the southeast quarter of the south- east quarter of Section 22, Township 23 North, Range 4 East, W.M., in King County, Washington; EXCEPT the north, south, and east 30 feet thereof for road; AND EXCEPT that portion thereof conveyed to King County for road purposes by deed recorded under Recording No. 4063864; AND EXCEPT that portion thereof conveyed to the State of Washington for highway purposes by deed recorded under Recording No. 5661903. TOGETHER WITH rights to the waters of two unnamed springs as disclosed by instrument recorded under King County Recording No. 638525, and as contained under State Certificate issued November 23, 1962, recorded under King County .Recording No. 5596280. 1 1 'TT OF UK`W ILA 190E SPH H23 PROJECT NUMBERS: PARK SITE 84 PK08 STREET IMPROVEMENTS 89 RS02 VASHON ISLAND S Ail1E 8 LEVUE KIR ND BURIE I -5 ONO 405 TUKW RENTON REDMOND 1 0 1 5 10 Graphic Scale: Miles OHDEM TO DRAWINGS CO IJ U ©lJ FOCO ALS MAYOR —GARY L. VAN DUSEN ., DIRECTOR OF PARKS AND RECREATION —DON WILLIA DIRECTOR OF PUBLIC WORKS - -ROSS EARNST P.E. CITY ENGINEER —RON CAMERON P.E. © ©C O ©OL MENDERS JOE DUFFY ALAN EKBERG JOAN HERNANDEZ STEVE LAWRENCE Gz\ 9 VMS J CLARENCE MORIWAKI JOHN RANTS DENNIS ROBERTSON TITLE. SHEET L -1 CLEARING AND GRUBBING L -2 - GRADING PLAN L -3 - SITE FURNISHING L -4 - LAYOUT AND PAVING PLAN L-5 - PLANTING PLAN L -6 - PARKING LOT DETAILS L -7 - PATH, SHELTER SLAB, FENCE, & DRINKING FOUNTAIN DETAILS L -8 - BOLLARD, PAD AND TIMBER CURB DETAILS L -9 - PLANTING DETAILS L -10 - TANK IMPROVEMENT DETAILS L--11 - STREAM AND WATERFALL DETAILS C -1 - TEMPORARY EROSION AND SILTATION CONTROL PLAN & DETAILS C -2 - TYPICAL PAVEMENT SECTIONS, DETAILS C -3 - S. 158TH ST. - STREET IMPROVEMENTS PLAN AND PROFILE C -4 - 51ST AVE. S. - STREET IMPROVEMENTS PLAN AND PROFILE C -5 - WATER AND SANITARY SEWER PLAN C -6 - SANITARY SEWER PROFILE C -7 - iLLUMINAT1ON AND POWER CONVERSION PLAN E -1 - ELECTRICAL SITE PLAN F.-2 - ELECTRICAL DETAILS AND SCHEDULES I - -1 - IRRIGATION SYSTEM 1 -2 - IRRIGATION SYSTEM 1 -3 - IRRIGATION DETAILS A -1 - RESTROOM BUILDING A -2 - RESTROOM BUILDING • • 1 underst :. that the Plan Check appro . s ark biect to errors anal OrniSSiOnS and appro al of plans • ; not authorize the violation of an adopted c or ordinance. Receipt of contr is copy of a+ • oared plans ackno edged. $ • 3 .410• • • ..r• . • By... Date L Pf(K T cn z N F COPY s 144TH ST PROJECT LOCATION s 1581H - - "'PHASE II PARKSITE 51ST AVE S (UNDEVELOPED) s 160TH ST. 'l S 168TH ST -1 5 Permit No (e(D 1 SoU��FN ni,Q e SLADE SE 2 Z U N TUKWILA PKWY PHASE 1 PARKSITE (DEVELOPED) STRANDER BLVD s 180TH ST TOON GAP 46,44.1.ho G lf. Trt � \V CITY OF T APPS ) u ILA ED • BUILDING DI SION LI I 1 r• 1111 11 '1 111 I1ITII{ftI'i 1111 1. 1 - 1 .2 1111 I 1111 I 1111 0 T 1111 1111 1111 6 1111 7 8 1111 1 1 '11' 9 1111 1111 111 1 5 No.18 im. : ,�' M GO.•* CM. YI• 1111 1111 1 1 1 1 1111 Z w+ "1"41419 •ENOINEEPINO•BTREETO• WATER•BEINER•PARKS•EUILOINO• anted Stixrood Associates Reid Middleton Engineers Etcon Engineers Design 2426 Calvin Jordan Associates E.G. S. CRYSTAL SPRINGS PARK SHELTER, SLAB, FENCE, PATH, AND DRINKING FOUNTAIN DETAILS rsYiti991 NTS r LIMITS 0= GL is c3,etits VARIES I' '4R!ES M /N 41= - 1= til IL`111_t!t= CAMPACTED SUBGRADE SIDEWALK /PATH NOTE: ALL DISTURBED AREAS TO BE REVEGETATED W /TH GRASS SHADE M /X. CLEAR e GRUB AREAS TO BE PILLED. P /NI:'N GRApE eo,fORE ,ELeo/NG PAT/-/ CLEARING L /M /TS AND SHOULDER TREATMENT TOP RAIL HOLE AND RA/L. END TO MATCH E X /ST /NG NTS (". CLEAR VEGETATION BOTTOM RA /L VIDE EXPANSION JO /NT NEXT TO S- DEWALK 1 STRIPS T MO n j /N n LAWN AREAS 9 "DIA CONC. 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YJ7 oflit lnapec you - pest /v/1 bsccrcroua B69cTUa mane 112E: 9' lIHBEH: Hsa-LTL yo S 1000 b2T Hem -Lrc 2cq' OL BOCCOL 000 -LTt 2;q' • 752 bar H6m -LTc No 5 :000 1,2 26ECIE2: wens: LP: (Retry) C. pond /9a LTC -romp (HOCCp) 22 ;077012: 2CLncCnL cT•pic 9uq jnepot co pe 0CLeaa achy Him -Lrc 21'pr Ar 0Yriv ^1 COW 0' 110J6E � 1 5 I r ecE ) CALVIN JCROAN ASSOCIATES. INC. .no.r[Crw .flea wauae wr.owtIctw m rae. OM/ MO rn ocuevu . wk smvi w J w•am c L - t'ST10C'1 1 5UILP1H 1 111M11§ e I RAP /1 Mr I re •EN®INEERiNO• STREETS• WATER•SEWER•PARKS•BUILDINO- 5 /g-' = Al No.18 REGISTERED NC6 :GT • AARRY D. MOORE SIMI 7/ MAS.6t +t0Y — Ih/90 2 *4 DLOGKIHG ,ti go o ,fr r- .i t - LJ,A LL I rM L 51 YLIGHT ID: TAIL i • 2'5 ?RIM (SLOPE' rap rc' -H) 244 TM of Ptpre`r - - (2) 24 To° °LAT'• - I x9 TRIM - 2+ STLIPS J I(o 1-!/'3/6 1 th'i•J op lJ/ I e ( o e I (0' oC — 1 - 2tf SrYUGNT - nefAL f LASHINy - 2 .4- cURr: - WooP TRU55 oMa 2 ri4 gLncK1I -14 5/6 PLYt rT R •. °. PrNk L r. osr SCCTIOH IP■ ¢3o CLG. IH5UL. L1HIN✓UL•71 e eLr-C /MMH °HLY MrcHi eLE IHTElelole WALL OE - TAIL CE'PAf +30 F-Et.T,oveR ! ,• SPrc a 54- - •THWS ov °f 2x4 T4i59 M 1? •L 4UTTL-f< 2 4 0 W2' CdReENeD t'.L'9 z ?ER hLQc1c 5 /b' PLYWo'P 9HTC w/ I t(o hPTTh1-15 16'OG I. " 9 T T T II!I iiiI Illl Il11�1111 ilii IIII 12 4! 8e t giole. WALL p P -1 LAVATORY 246'-4/ P -2 WATER CLOSET p - URINAL roP of PL.Vi P -4 FLOOR DRAIN P -5 FLOOR CLEANOUT r -- 0 P -6 HOSE BIBB `fly Tne of PlevM'r - Nolo rLec cell vI;NTE orocwH4 2 58' -.V , TTP of CURS 2 38 PH. f'�141WonNS illllli�lll�l��lif • !Joolo TLLIss 1' -'' 2 i 4 HTILE - rt 24•(.. roe o- pu•TE- 5/6' PLYWoop - 1/2' PLYW" (2) 2 .-(. Tor PLATE P7F41 PANCL C"YP IS "e`I3' ) 2)L sTU c W /RII INSULATION 2 *� PRr,9URE TREATP SILL PLATE' W /lo' x 5/b'' ANCHoI. 15 e 4' -o ° o.G (2) - " • } writ 2 j5 - o' FIN• F.F. M geIHF ;' `l.)-3/ f oUHP. PLAN r 1 — (2) - t4 coH1 HU?F-ICAHe F5fr^ iiN4 AHCHoRs 246 -4 Tor OF rt� S /8 PLYI. x) f'R° PANE13 - 2.4 5 . e 2 "4 PgCSSUJe.• TRf;?r P W( lo • 5/b' � AMeHo• 2 5 '-01 f �N. F LR. s r frqe. 5C• 5L4-6 /fvUH. PLAH stir I. PLUMBING FIXTURE $CHEDUILE PLUS 1131NG PLAN LLL'C i RICAL PLAN PHora Yat. all t1oUHT off ff reTER a> tta UTIL FITS. H.T.5. J ' - Of' CC'P4C, ‘3L40 / IHSULPTIeN : WAI LS Iz II,cLq - K C I4P5"?' SHOWN, A. F'LOOf e I°LAH 3t_d,n .r8,1 FoUHDATIoH i fr.H 20 q! . 4'- I zoi 20 9 3 -Sv F•'R E - Lf:c�. PUMA, Ib" STUPUPoN 015110 NUN. 121 P50V1 -•• FiH, RAP s ; n- liar opeenc..1) !rot eke 61 4. 0 . 31-o1 gi •11,-SAiV41 H,M, Pavia. 4 F 1e I W/ 10 14.2'4- LOUM)z • uH c UT 'F-' OVL-ltWAMG } I aIlo 1! li /4 x l -_n 2 si 110 1♦M, COVA Mk= --- SLAPr 5LPi5 To N TGH GI%r - Pon• cHa -IIe Pcc 'SS 4 CoHC. SLR 1 ,.1/ . i._, 60 141,4 u Jl,4 W,W,f ov0I2 4- L. V.p 4 (p1" LJASHp •ENQINEERIM ®•STREETS•\ MATER• SEWtER•PAP.(S•r 1111LDIN1`3• lJ N o� I f ! I I I'. SOUTH � '' s: 1 ',�b :k•d — —' 7pc) r j {: L (.'); 1 I11 (T '( :H l.r11 1 1, tl I� ���II1I111� :1u 11 MH - .J -•�I� -- a r..Yl IG -T ; j"i n 24 - '- 1 • r it'i s , li 1xWNnPOUr I it? 0,I I / TOP c -cUpe, _256'-o + _ 3 • Q'1 19 1 I ' * ! ' - SKYL.4HTC' 2 1 -'' X11 1 , 1.'11,;1,. 1 1 a CODE: Uniform Building Code, 1988 Edition. 2. TYPE OF CONSTRUCTION: Type V -N for B -2 Occupancy. 3. DESIGN CRITERIA: Roof Loading: Live Load Dead Load TOTAL 25 psf 1 __oaf 38 psf Wind Load 20 psf 4. The Contractor shall verify and confirm all dimension: ane conditions shown or implied on the drawings s:nd specifications as well as the existing work and phy: cat conditions of the site. Notify Architect of discrepancies prior to start of work. 5. FOUNDATION SOIL BEP.RIN3: 2000 psf on unyielding nat. soils. Compaction work shall be in 8" lifts to a densi 7 of 95-s. 6. CONCRETE: Compressive strength f' • 2500 psi, mini. +ja 5 1/$ asck•uix, 4" maximum slump. Ultimate strength design method v;r:d. Mixing and placing of all concrete and selection cf mats •.ads shall be in accordance with the U8C and ACI code '8, proportions of aggregate to cement obeli be such a to produce s dense workable mix which can be placed wit o:rt segregation or excess free surface water. 1/2" chamfa on all exposed concrete edges, unless indicated otherwir :or. architectural drawings. Water curing shall be used. Air entraining agent (311 to 60 t^ be usgd all conc'el.e flatwork exposed to weather. Pozzolith 300N (4 oz. per 100 lbs. of vapent) to be use' in all concrete. Where special placing Centittigns 30 sotto consult Architect for variations of this specification. 7. REINFORCING STEEL: All reinforcing steel shall be deformed bars per ABTM A.15, Grade 40, Fy =40,000 psi. Unless otherwise noted, corner .ers (2 -0" bend) will be provided for all horizoi'al reinforcement. Detail steel in accordance with the Manual of Standard Practices of Dotailing Reinforced Conc. e Structures." Welded wire mesh shall be 6 x 6 - W1.4 x per ASTM A165. Reinforcement cover shall be as follows: Footings 3 inches Formed Surfaces - Weather Face 2 inches - Interior Face 3/4 ir._h Slab on Grade 1" Cl. Top o` to W U H / �, F\ , = � O !DU; L P1H miNFINIII■morti .101/1•0•0111• 8. TIMBER: USE: , _. r_ ...' ..111- 3•.7.1:;.''�'Y , _,' * 7 9!! 7177:1-71.774.- 1S•. Structural timber and lumber to be stress grade Hem -Fir • (North) or Douglas Fir -Larch (North) as follows: SPECIES: GRADE: Fb: • Bearing walls Hem -Fir No. 2 1000 psi Non - bearing partitions Hem -Fir Std. ' * 525 psi All other lumber Hem -Fir Std. or Better Top A bottom plates @ bearing wall:; Hem -Fir No. 2 1000 psi * Repetitive member uses Wood bearing on or installed within 1" of concrete to be pressure treated according to UBC Standard 25 -12. Solid blocking of not less than 2" thickness shall be provided at all bearing points of trusses. Typical anchor bolts to be 5/8" diameter at 4' -0" O.C, minimum embedment 7 ". All metal framing anchors shown on drawings shall be as manufactured by P. H. Bowman Company, or approved equal. 9. ROOF TRUSSES: Shall be factory manufactured, designed to it the dimensions and loads indicated on the plans. Design shall be in accordance with allowable velues assigned by the building code official. Complete design calculations showing internal layout, member forces and stress control points are to be available upon request for truss design. The design of the truss is to be under the superviaion of a registered professional engineer in the State of Washington. All bracing shall be as per manufacturer's recommendations as . approved by engineer. 10. WOOD FRAMING DETAILS not shown otherwise shall be constructed to the minimum standards cf the Uniform Building'Code. Minimum nailing, unless otherwise noted, shall conform to Table 25 -Q of the UBC. 11. SPECIAL CONDITIONS: Contractor shall verify all dimensions in field and shall provide adequate shoring and bracing of all structural members during construction. Contractor shall notify Architect of all field changes prior to installation. 12, CONTRACTOR shall ba solely responsible for all required safety precautions and the methods, techniques or procedures required to perform his work. 13. SHOP DRAWINGS: Submit five (5) sets of shop drawings for approval prior to fabrication for: Wood trusses. REECEVED CITYOFTUKWL ,, JUN 0 b tiy�l f ERf„MITCE+VTER CITY OF TUK'NILA APPROVED JUL 1 A 1901 HUIL 1G DIVI 1 FILE COPY c- de:stand that the Plan Check approvaIs are 's3 iect to errors and omissions and approval of 60e5 not zWtt:oriz :"? th2.vi 11„e rt ccy(.' r'f cF approved plays J.;; e ........ .':.....1 >e 3r It r.'O...... CC Ai REGISTERED y J �j 11 LARRY D. Meeme STATE Ct W /fi YUIUN nil I da'P ! rev isicns !e -- .717q711.'177147Q.'M 7P:7717.7 r r-• Ovr . lAJfr•LL • 7 a4-01PG1 4, 1H - 1MtHiret , 01.0C41K 1:De•TAIL• 7 - - ---- u /1v 1 2*011 2 1r (5L TO1 PittkIN) or ridthr , '(2) 24 ° rpm 2144. trUp5 14/ //6" ral41021,2 W . 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C2) - Ca1.117 '11111 4 Tn 11 . 1 1 JO" ' 4 N - 1% c + ac., F-Llz,` st• ILiM1 $HT 111111111111111111111111111111 No.18 lb • F-1 P-2 P-3 P-4 P-5 P-6 LAVATORY WATER mow URINAL FLOOR DRAIN FLOOR CLEAPOUT HQ413 ) c2C14.iria Lli-e (N6) 5111 1.9,4b-1-1 3hrix-P v/hLivr FtJMIHC PLA•H 1 21 AMU rNoro Met.. crLL 210.411' PH Foorot- 100A_PAitk• Mrt 0( 11c17 uni, 1 43> A5 +10 Ci] CICL PLAH - I 'Af' 14-Ta. teit-toye) A KT , RECEIVED CITY OF TUKWILA JUN 11 6 bW PERMIT CENTER C!TY OF TUKWILA APPROVED ti 1991 AS c MILD! DIVISION CALVIN 40F1C)AN 4.9S.00IATEs. INC. AsztOPIITINCTLOMI MANNINO LANDSCIAPIC Aft201*VIICITI.M111 • , N.S, ill.e1P40 WIN. MOW CROW 040•1311130 / D. MOORE MU. Of WASMICION