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HomeMy WebLinkAboutPermit M03-083 - LUM RESIDENCELUM RESIDENCE 4444 S 746T" STREET M03 -083 doc: Mech City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000416 Address: 4444 S 146 ST TUKW Suite No: Tenant: Name: LUM RESIDENCE Address: 4444 S 146 ST, TUKWILA WA Owner: Name: LUM KENNETH C Address: 4444 SOUTH 146Th ST, SEATTLE WA Contact Person: Name: RICHARD PERSON Address: 2728 80 AV SE, MERCER ISLAND, WA Contractor: Name: MERRITT CONSTRUCTION INC Address: 1021 SW 164TH, BURIEN WA Contractor License No: MERRICI990JM Value of Construction: $0.00 Type of Fire Protection: N/A Permit Center Authorized Signature: MECHANICAL PERMIT DESCRIPTION OF WORK: EXTENSION OF EXISTING 6" HEATING DUCT INTO NEW KITCHEN ADDITION M03 -083 z Permit Number: M03 -083 1 z Issue Date: 11/26/2003 re 2 Permit Expires On: 05/24/2004 6 v UO Phone: Phone: 206 232 -3622 Phone: 206 241 -0383 Expiration Date:04 /15/2004 Fees Collected: Uniform Mechnical Code Edition: $38.44 1997 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction 9r - • - rforma • of work. I am authorized to sign and obtain this mechanical permit. Signature: Date: 10(4 Print Name: K .Clti4'%2I /t / This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 11 -26 -2003 y 0 co U.J J = CO u_ w 2 u-a 512 I- z � H z I Ill w U 0 ON o ff W HH u. O l z U = : 0 1 ' z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000416 Permit Number: M03 -083 w re Address: 4444 S 146 ST TUKW Status: ISSUED 6 v Suite No: Applied Date: 05/29/2003 v 0 Tenant: LUM RESIDENCE Issue Date: 11/26/2003 N W -1F U) u_ w° �Q 52 a 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be F=- w inspected by that agency, including all gas piping (296- 4722). ? H 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical • al LU work will be inspected by that agency (206-835-1111). o 8 o u 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any f-- construction. These documents are to be maintained and available until final inspection approval is granted. = w i— 2 6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 I!- p Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). . Z U = O- 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 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 the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 8: Manufacturers installation instructions required on site for the building inspectors review. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or th- • _. ormjn - Signature: Print Name: )6 t tt 41 doc: Conditions M03 -083 Date: /(I 26/f Printed: 11 -26 -2003 z Mailing Address: ;CA •ERSO Company Name: Mailing Address: Contact Person: E -Mail Address: 'applicationapmnit application (3.2003) J/2003 CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 4444 .5.14(0 s-r Lti wi Site Address: 2 444 Tenant Name: ...e Avl4( Property Owners Name: Sr 1 - 'PEN ERAL;CON'RACT '� 1� YV .,��i:=� �:rt fK= 4 jltiYf: .;:;�.Ti;.; r }:M•�J .. u i i bick ARCHITECT OEMRECORDi wu p t ;. Company Name: Mailing Address: 27'1J3 86 ^ _ 5 \cLa.r -A Pee str Company Name: Mailing Address: n Quist. tie ..wet ;tamped by ArchitcctorReco Contact Person: E -Mail Address: Page 1 • • Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** City Suite Number: (A)lJ State E -Mail Address: r Fax Number: c'c;r est e State State Floor: King Co Assessor's Tax No.: 00 4000 -- CA) - o0 New Tenant: fj .... Yes [] ..No 9 Zip Name: s %- ' Ls• .5 - �: ' Day Telephon Mailing Address: 272-6 t C�� t ' t�v.e c n e.,-- c r J s lG vt et .9• ?8 4-a City State Zip Zip Ciy Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** Expiration Date: y}1e? /s /0.4144 ( 4 98 0 /-0 City State Zip Day Telephone.a-C6) Z - 3'2 -3 C. 2 1 Fax Number: ENGINEER-UFREC Zip city Day Telephone: Fax Number: 4411. tu:r+at Unit: Type :' _ ... Qty.. .Unit Type: ::.. Qty Unit Type: Qty Boiler /Compressor: : Qty Furnace <100K BTU Air Handling Unit >=10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System . 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind i�y` Mr s,' r ► " y F t ► zlu.. . , �. rv1Rt+441i Y4 L.. C�,S*�l -� M Il . ' 1. 1. �1 �• r MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: et a State City Day Telephone: Fax Number: Zip Contractor Registration Number: Expiration Date: • •An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance' • Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): �Q 0L <me u rrt. b t A (0 auc.A. Use: Residential: New .... Replacement ....0 Commercial: New .... [3 Replacement .... Fuel Type: Electric [] Gas ....O. Other: Indicate type of mechanical work being installed and the quantity below: 'PERMIT: i PP �GATIQN 1 c). 4 ", l csible to'_all • :.1.'a .y j.t t: �P,, 4�'i .» ;.i ♦ r. i. r• 1 o f . % Value of Construction — In all cases, a value of construction amount should be entered by'the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY 0 ' JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING s WN • ' so AUTHQRIZED T: Signature: : L Date: S 2 - o • 1 L�Rr� L "'1 -a;- A A .-4 Day Telephone: C Mailing Address: 212 .3 p Print Name: t11e - ) 5 City bppticatiai permit application (3.2003) tier*p newano.tl: toto Ntl1l°fSH aa�a1�AIA• ■ water � nb 240 23 «.' -3 -3(01.2. A State Zip Date Application Accepted: Date Application Expires: Staff Initials: :5 7 1 Payee: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 KENNY C. LUM RECEIPT II— re 2w Parcel No.: 0040000416 Permit Number: M03 -083 6 n Address: 4444 S 146 ST TUKW Status: APPROVED c) 0 Suite No: Applied Date: 05/29/2003 u) w Applicant: LUM RESIDENCE Issue Date: I II co u- w0 Receipt No.: R03 -01425 Payment Amount: 38.44 u_ Q �m Initials: SKS Payment Date: 11/26/2003 01:21 PM I =,,, w User ID: 1165 Balance: $0.00 Z i ' i— 0 Z I— w w 0 D ID O co CI I-- Ww I U TRANSACTION UST: Type Method Description Amount LL Payment Check 3704 38.44 l Z . 0 H Z ACCOUNT ITEM LIST: Description doc: Receipt MECHANICAL - RES PLAN CHECK - RES Account Code Current Pmts 000/322.100 30.75 000/345.830 7.69 Total: 38.44 5112 11/26 9716 TOTAL 38..44 .:. Printed: 11 -26 -2003 Proj t: , u m J��s ic��N�� Type of Inspec ( s Address: I NN Z le/6 S* Date Called: Oflay /o `7 Special Instructions: Date Wanted: on: 0 ,-47510v p.m. Requester:,— p . x1ie AUr7') Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: p ay- - ,,,, - s 1 (ba-w fp 1 �P 01%. = I nlA JC. Date: Z� d D 4 .00 REINSPECTIONfEE REQUIRE. Prior to inspection, fee must be id at 6300 Southcen r Blvd., Suite 00. CaII to schedule reinspection. Receipt No.: 'Date: re 6 _1 0 0 c 0 J H w 0 2 u. w w Z � zo U0 O Y 0 = U L .. Z' U = . z Project: - (...2 Al Type of ection: -)7//‹ ; 4 / Addr 4 11 so_ l Date Called: Special Instructions: Date Wanted Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: April 1, 2004 Richard Person 2728 80th Avenue S.E. Mercer Island, WA 98040 RE: Permit Application No. M03 -083 4444 South 146th Street Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to May 24, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, G!?l <Ly(..ZeT, Stefania S ncer Permit Technician Xc: Permit File No. M03 -083 Bob Benedicto, Building Official City of Tukwila • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 PLAN iJER IT COORD REVIEW /ROU SLIP ACTIVITY NUMBER: M03 -083 PROJECT NAME: LUM RESIDENCE - KITCHEN ADDITION SITE ADDRESS: 4444 S 146 ST X Original Plan Submittal Response to Correction Letter # DATE: 05 -29 -03 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: � 1 +03 Building Division IE Public Works ❑ Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator DUE DATE: 06 -03 -03 DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO)ITING: Please Route ,L_J,/ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: Documents /routing slIp.doc 2 -28 -02 d PERMIT COORD COPY 0 DUE DATE: 07 -01 -03 Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: $. , .,f • • • itI e, : 3. 1 • r • � 4' • 1 .0 (� • y T " r • 4. ' • • • • ^r • • i d Anchor Bolt Aosessible Adoptabie Above Finish Floor • Marmots Aluminum American Notional Standards institute Apartment American Society of Heating, Refrigeration 81 Irk Conditioning 1'Englneers American Society For Tisbng yvterids • Oath . Iedr'oom geeing - ASbtT m C� cobinet ;_OD Catch Basin • CJ .0enetructien Joint acs Closet . ` COMP •' Composition • 'Corharete COM Condition 'CONT - Oorrtlnuars - D • • ,Dryer (dotes) DS . Downspout t -t • OF : - Douglas • Fir DIAGR OW ELEV • EW `ExP FE �FEC r. A ACCESS ADAPT ALT ALU ANS APT - AURAE FTHEI FIN.FIR. at FLUOR FND FOB FOC FOS FTG GA QI , GL GPM GSB • ' iNICAND TNT :'KIT -xw DESIGN SITE AREA PARKING REQUIRED - PARKING PROVIDED GARAGE "1• • 'Diagram r .. Dishwasher Elevation Each Way i tsposure Exterior 'Fire Extinguisher Firs Extinguisher , Cabinet . Frost Free Nose Bibb Finish Floor • Floor 'Fluorrsoent Foundation Foal Of Bean Farr Of Concrete Face Of Stud °'leafing . Galvanized iron ., Gallons Per Minute Gypsum Sheathing ..Board Gypsum Wog Board Handicap • Hollow Core •.Haoting Ventilation • Air. Conditioning Hat Water Heater • !iftererationd Conferee nce • of euildkig Officials .incandeecent interior Kitchen Kilowatt A. LOADS - UVE LOADS Roof _ (snow) Floor (res) Partition load • Corridor & Eacit Facilities Decks Sol Bearing Eorthotako - � Sensitive arras • lood . S. LATERAL LOADS • Allow 33-1 /3X increase in stresses for wind and seismic forces. Lateral •- forges are transmitted by diaphragm action of the floors to the shear wails. Loads are than transferred to the footings, where ultimate displacement Is resisted by passive pressure of earth and sliding friction of earth. Overturning is resided by the dead load of the structure. 1. INM►d: Exposure 8, Basic wind speed "• SO mph, per UBC 2 Seismic -- Zone 3 per UBC (ZIC/Rw)xWieV ; Z =0.30. 1.1.00, 02.75, Rws6.00 Vws0.14W (Dead Load of Structure) STATISTICS PARKING. DRIVES, WALKS AREA GS AREA TOTAL IMPERVIOUS • ' 4. 4:' .... • IIASEMMT 0 FIRST FLOOR 1 / 9 SECOIip FL.00It 'j9 TOTAL FLOOR AREA • GLAZING MIMED ouzMC MOWED N : �� :,. LOC LONG LT.WT. MAX MIN MTL NFPA NR 0/ OC OCC OH 058 PC PEND P1eF Pl . i NL PRE-RN PSF Ps PT R REC REM REF REINF REQMTS S S & P S Ic2P SC SECT SF SGD SH SHT SHTNG SIM SL SQ.FT. STD STG TB THICK ,P 1R TV TYP UBC UFC UL UMC UPC V VERT w w w/ WC WAD WP wR GWB CRITERIA • • • • • • / /,40O SQ. FT ' 80 SQ FT ! 21 SQ FT '2 S 0 , SQ. FT 1,1. if % of site area Z SPACES # 2. SPACES 25 Zt. • 25 PSF 40 PSF 20 PSF 100 PSF 60 PSF 2000 PSF ASSUMED ZONE 3 NONE NONE SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. Lavatory Location Longitudinal Light Weight Maadrnum Minimum Metal National Fire Protection Association Non - -Rated Over On Center Occupant Over Head Oriented Strand Board Pull Card Pendant Pounds per Lineal Foot Plywood Panel Pre-Engineered Pre - Finished Pounds per Square Foot Pounds per Square Inch " Pressure Treated Range Recessed Recaonwnendations Refrigerator Reinforcement Requirements Sink Shelf A Pole Shelf A 2 Poles Solid Core Section Square Feet Sliding an Door Hung Single Sheathing Similar Slider Square Feet Standard Storage Towel Bar Thickened Toilet Paper Holder Treated Television Typical Uniform Building Code Underwriter's Laboratory Uniform Fire Code Uniform Mechanical Code Uniform Plumbing Code Volts Vertical Washer (clothes) it'atts With Water Closet Wood Weather Protected Water Resistant Gypsum Waft Board SQ.FT. % of floor area SQ.FT. % of floor area GENERAL NOTES 1. DO NOT SCALE DRAWINGS. Notify the consultant if any discrepancies exist within the drawings. 2. Verify all grades, dimensions and existing conditions at the site before proceeding with the work. 3. Dimensions shown are as follows: (unless otherwise shown) a. To the exterior face of stud at outside face of wall b. To the centerline or stud face of interior partition 0. To outside face of concrete d. To the centerline or face of columns and openings e. All doors shall be located 3" from face of stud to edge of door opening 4. Finish floor (FIN. FLR.) refers to top of plywood, Tight weight concrete, or concrete slab. 5. Repetitive features are often drown only once & shall be completely provided as if drawn In full. 6. The contractor shall verify and build in bucks for registers, grilles, and all equipment provided by others. 7. The contractor shall verify all rough -in dimensions for equipment and fixtures furnished or installed by himse►f or others. 8. The contractor shall consult plans of all trades for all openings; through slobs, wale, ceilings and roofs for ducts, pipings, cabinets, conduits and equipment and shall verify the sizes and locations with sub -- contractors. Joist notching and hole boring shall comply with UBC 2517(d)3. 9. Contractor shall provide owner and consultant with complete set of as- -built drawings for the structure, plumbing. heating, ventilation and electrical and other work concealed by finished surfaces. 10. Submit shop drawings prior to fabrication and installation of items fabricated in the shop, for approval by Owner. 11. Room numbers shown on drawings are for construction use only. 12. Room finish schedule and door schedule shall not be token as a complete specification for all materials. Schedules shall be binding to the extent of the materials they do specify. CONTRACTOR NOTES The following notes shell serve as a guide to the Contractor to verify each condition with the product manufacturer or supplier, and /or local Jurisdictions for their requirements prior to submitting a bid to the Owner or proceeding with work. The items outlined below are not intended to be an exhaustive analysis of all possible areas of concern or conflict, but rather to serve as a beginning point in identifying commonly overlooked areas in the construction process. 1. , Review manufacturer's product literature for installation instructions unique to the project construction type. o. HVAC equipment and ducting b. Recessed and semi - recessed lighting c. Ali exhaust funs and ducting d. Receptacle boxes (le., iV, phone, electrical, vacuum, plumbing) e. Any other bust -In or recessed equipment which may penetrate the integrity of a rated floor/ceiling or wall •assembly. 2. Review local jurisdictional requirements for complete installations ofthe following (if required): a. Building Fire Alarm (NFPA 72A) and Smoke Detectors b. Fire Extinguisher size and location c. Emergency lighting and exit lighting 3. Coordinate with the following utilities and comply with local Jurisdictional requirements. a. Gas Utility b. Telephone Utility c. Cable TV Utility d. Power Utility (vault requirements -- easement) e. Trash Service f. Health Department 4. The following items (if required) shall be BIDDER DESIGN Systems. The Contractor shall provide a COMPLETE SYSTEM to the Owner and Building Department which complies with all jurisdictional requirements before a Building Permit is issued. a. Building and Site Electrical b. HVAC System c. Plumbing System d. Fire Alarm System e. Vacuum System f. Fire Suppression System ELEC, MECH & PLMB NOTES 1. HVAC Contractor to provide heating loud calculations to the local Jurisdiction for approval prior to construction (within 150X of calculated heat loss). 2. Electrical Contractor to provide lighting power budget (per local energy code) for exterior spaces to the local jurisdiction for approval prior to construction. 3. Water flow limiting devices shall be provided at iavatories (0.5 GPM). 4. Water heaters in closets shall be electric only. If water heater hos a non -rigid water connection and Is over 4 feet in height, it must be anchored or stropped to the wall (UMC 504). (provide water heater temperature control). Water heaters shall be labeled as complying with ASHRAE Standard 90A -80. 5. Ail piping in ceilings, floors and exterior walls shall be on the warm side of the thermal insulation. 6. Provide laundry room with mechanical ventilation system per UBC CODE NOTES JURISDICTION: EXISTING BLD3S: CODE EDITIONS: ENERGY CODE: BLDG. SETBACKS: FRONT SIDE REAR BUILDING HEIGHT: BUILDING USE OCCUPANCY: CONSTRUCTION TYPE: ' UKWILA, WASHINGTON RESIDENCE Current Editions -- UBC, UMC, UPC, UFC Local Energy Code 20 FEET 5 FEET MIN. - 15 FEET TOTAL 25 FEET 30 FEET Residence R-3 V -N • STRUCTURAL NOTES I STRUCTURAL NOTES con General: 1. All methods and materials shall conform to the current edition of the LAIC, A.C.I. 318, A,I.S.C., current edition, as amended and adopted by the local Jurisdiction. 2. Drawings indicate general and typical details of construction. Where conditions are not specifically indicated, but similar in character to details shown, similar details of construction shall be used, subject to review and approval of consultant. 3. The contractor shall provide temporary bracing for the structure and structural components until oil final connections have been completed. Soils Data ,' Excavation / Backf ll and Compaction 1. Por Soils Report or assumed soli bearing at cont. ftg us 2000PSF. Allow 33-1/3: increase for loads from wind or seismic origin. Equivalent fluid active pressure and passive pressure are 35 PCF and 300 PCF, respectively. 2. Excavate for footings down to depth shown on drawings, or to firm undisturbed material. Areas over- excavated shall be bockfilled with lean concrete (f c- 2000PSI), or be structurally filled per bockfill and compaction note, and shall be done at contractor's expense. 3. Backfili and compaction shall not be placed until after removal of all forms, screeds, other wood debris, and materiel subject to rot or corrosion. Use only materials approved for backfill. In areas under slabs or footings, material shou:d be granular in nature, placed in 6 -inch lifts and compacted to at least 95% of maximum dry density as determined by AASHTO compaction test. procedure T -180. The fill should be limited to clean, granular materiel. Concrete: 1. All concrete shall be hard rock concrete meeting the requirements for "Ultimate Strength Type Concrete ", per ACI 301, Specifications for Structure. Concrete for Buildings." Proportioning of ingredients for each concrete mix shall be by method 2 or the alternate procedure given in ACi 301. Place concrete per ACI -304 and conform to ACI - 604(306) Winter Concreting and ACI- 605(305) for Hot Weather Concreting. Concrete shall be placed to avoid segregation, honeycombing or pockets. Use interior mechanical vibrators with 7000 RPM minimum frequency. Do not over-vibrate. Concrete shall be poured monolithically between construction or control Joints. Protect all freshly placed concrete from premature drying and excessive hot or cold temperatures for seven days after pouring. Provide consultant with proposed construction or control joint locations for approval, or use joints as shown on drawings. All ties and anchors shall be cut off flush with the surface. Surfaces where exposed shall be smooth and free of irregularities. 2. Twenty -eight day compressive strength of concrete shall be: Slabs on grade: 2000 PS1; Mox Slump = 5" Footings and Walls: 2000 PSI; Max Slump = 4" These slumps may be increased if a proper addition of Pozzolith is added to allow higher stump and greater workability without changing the water content of the original mix design. 3. Cement must conform to AST/4 150. Type 1 or Type 11. Consultant's approval is required for use of Type III cement. 4. Water must be clean and potable per AC1 -301. 5. Coarse and fine aggregates shall conform to AS7M -C33. 6. Water reducing admixtures must conform to ASTM- -C494, Pozzolith 344N, Pozzolith 100XR, or Pozzolith 122HE. Pozzolith shall be incorporated into all concrete in exact accordance with the manufacturer's instructions "Synergized Performance Systems" . Concrete using Pozzolith admixtures to produce flowable concrete may be used with Consultant's approval. Admixtures and dosages will vary depending on climatic conditions and the Contractor's Jobsite requirements. Maximum slump for Syr•ergizod Performance S tems concrete shall not exceed 8 ". Use in accordance with manufacturer's recommendations. 7. Air Entrainment: Conform to ASTM -•C260 and ASTM -C494, MB -AE -10 by Master Builder. Entrain 5% +/- 1% air by volume in all exposed■ -eons. 8. No other admixtures permitted unless prior approve! Is given by Consultant. Reinforcing Steel 1. . Detail, fabricate, and place per ACI -315 and AC1-318. Suppor reinforcement with approved chairs, spacers, and ties. 2. Steel reinforcement shop be new, deformed billet steel meeting ASTh1 Standard A615; Grade 60 for #5 and .urger ba except as noted; Grade 40 for # 4 and smaller bars. Grade 60 bars sha!I not be bent in field after placing. 3. Reinforcement in ail wails, slabs, and footings shalt be continu around corners or corner burs provided, both vertical and horiz 4. :-aps: All tension splices are according to AC1 318 -83, Class C and all compression splices are 30 diameters, unless noted otherwise. Dais Permit No. 5. Trim Reinforcing: Around all openings shall be a minimum 1 - #5, top and bottom, extending 2' -6" beyond opening at each corner 6. Welding: Tack welding of rebar is not permitted unless called for and approved by Consultant. 7. Minimum Reinforcing. Where reinforcment is not shown on drawings, the "Building Code Requirements for Reinforced Concrete" 'ACI 318-83) shall be referred to for proper reinforcement. 8. Rebar Cover: Provide concrete protection for reinforcement as follows: 3' Concrete deposited against earth 2" " Concrete deposited against forms but exposed to„,t - . 1/2" To ties in columns, and tied rebor in wails 1-1/2" For bars in slabs on ground 9. Welded wire fabric: ASTI+A -A185 and ASTM --A82 10. Deformed bar anchors: ASTM - -A496 Steel: 1. Misc. steel per AST• A36, Fyw'36000PSi. Bolts: Use ASTM A-307. 2. Notations and notes on drawings relating to framing clips, joist hangers, and other connecting devices refer to catalog numbers of connectors as manufactured by Simpson Strong - Tie, San Leandro, California. Equivalent devices by other manufacturers may be substituted provided they have ICBO approval for equal Iood capacities. 3. All exposed steel shall be non -- corrosive finished after fabrication. t:J REVIBI01� ,� war anal�� "Mg; �i v� • .ir t 47 1 1 N r :latirksb. V it S.... .. 4 C41.4461 0;:r. AM r u ere ' 4 a r VALI 411111P9111111.* • 1116111111111%4111111144-111.0/$1. .ter► f - rte. - 4P110..•.4. • tom. j .. r • a e, , 1 `w .�•,sa► .• Timber: 1. Framing lumber shall be graded and marked M conformance with WCLB standard grading rules for West Coast Lumber No. 16, latest edition. Furnish to the following minimum standards: Joists, Rafters Hem --Fir # 2, fb 1000psi Beams, Stingers Douglas Fir r. fb - 1300psi Posts. Timber's Douglas Fir r. fb 1300pel Studs, Plates, Light From...Douglas Fir or Hem Fir #2 2. All wood shall be kiln dried (KD). 3. All wood In direct contact with concrete or masonry shall be pressure treated. m 4. Attach joists to flush beams or headers with Simpson U -etal joist hangers to suit size. 5. Nailing shall conform to UBC Table No. 25Q, unless otherwise noted. All nails shall be common wire nails. Where possible, nails shall be driven perpendicular to the grain, instead of toenoiled. 6. Plywood / Plywood Diaphragms a. Each sheet of plywood shall bear the trademark of the Arnerican Plywood Association. All grading shall Conform to PS 1. Use thickness and nailing as shown on drawings or listed below. AN plywood to be APA rated grade with exterior glue. b. Plywood roof and wall sheathing shall be grade CDX. 1, thick, Panel index = 24/16, min. Exposed soffits shall be grade CCX. c. Plywood floor diaphragm shall be grade CDX, underlayment grade, 3/4" thick, Panel Indexes 24/16, min. d. Plywood nailing shall be as follows: Wall sheathing Nailing at sheet edges 10 d at 6 "0C. Nailing at interior supports 10 d at 12 "0C. Roof sheathing Nailing at sheet edges 8d at 6 "0C. Nailing at interior supports 8d at 12 "0C. Floor sheathing Nailing at sheet edges.. 10 d at 6 "0C. Nailing at interior supports 10 d at 12 "0C. 7. Glu- Laminated Members: a. aIu- laminated members shall be fabricated in conformance with U.B.C. standard No. 25 -10 and 25-11. All beams shell be Douglas Fir combination (24F) fc a 2400 psi. b. Members shall be industrial appearance grade. Individually wrapped. Provide AITC quality marks and certificate of conformance. c. Comber. One times dead load deflection minimum, except where shown. 8. Prefabricated '. russes: a. Prefabricated trusses shall be designed by the manufacturer for the spans and conditions shown on the plans. Furnish shop drawings and design calculations (complete with stress diagrams) for approval prior to fabrication. Drawings and calculations shall bear the stomp of a registered Professional Structural Engineer, State of Washington. Detailed drawings shall indicate truss type, size, spacing, bridging, connections, anchoring, bearing piote and other pertinent details. Pre- fabricated trusses shall be manufactured under the direction of a Licensed Professional Engineer resident at the plant in accordance with approved shop drawings. FILE COPY 4 I understood that the Plan Check approvals are subject to errors and omissions and approval clE plans does not authorize the violation of any adopted odds or ordinance. Receipt of con- tractors cry of Ar SEPARATE PERMIT REQUIRED FOR: • MECHANICAL E� LECTRICAL LUMBING ( /1s PIPING CITY OF TUKIMLA BUILDING DIVISION � � 11 PRIOR OF WORK BUILDING DIVISION. � �ooniow�a�w w � Knew �. 111411, e.M it �� - • sa.1Tuk. wr �wrwr . s41". 1 L.11t Run' 1 3 I I I : diali inIP • p s. • i 1.• 1 'fyr •• Aso i v O i • 1e•ve IA 1 • t • r • s3. 7 i y VICINITY MAP v ON 1 a" -: 11 J,, e i -4- 1 r. -.w.. �.., wit■ rt Fid 4 et LEGAL DESCRIPTION SEA ATTACHED LEGAL DESCRIPTION £ 'gee 4dT. A -2 SHEET INDEX Al GENERAL NOTES is VICINITY MAP A2 SITE PLAN A FLOOR PLANS A3 ELEVATIONS. SCTIONS, b DETAILS w • • • FR NNW •M 1 . ' • SITE • .' 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