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Permit D03-104 - GALLIANO'S CUCINA - DELI
GALLIANO'S CUCINA 74201 INTERURBAN AVENUE SOUTH D03 -104 This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, 1997 Edition, certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use for the following: doc: CertOcc City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 CERTIFICATE OF OCCUPANCY 6 JU 00 co 0 w= H U) u. w u- Occupant /Tenant: GALLIANO'S CUCINA Permit No.: D03 -104 w z Building Address: 14201 INTERURBAN AV S TUKW H 0 z �-- w Parcel No.: 3365901480 2 • p Property Owner: MARIO GALLIANO LLC o co w • w u- O .. z Occupancy: 20 Occupant Load: 85 v cn i_ 1 o Type of Construction: V -N z z Occupancy Group: M Signature o Building Official Date D03 -104 THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES Printed: 06 -15 -2004 Contact Person: Name: Address: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Tenant: Name: GALLIANO'S CUCINA Address: 14201 INTERURBAN AV S, TUKWILA WA VlA R-w 6111 U-01 rl0 Contractor: Name: DESIGN & BUILD ASSOCIATES GROUP Address: , ENUMCLAW, WA Contractor License No: )E t4 33 A 02.7 2C. Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: doc: Devperm N N N . —� DEVELOPMENT PERMIT Parcel No.: 3365901480 Permit Number: D03-104 Address: 14201 INTERURBAN AV S TUKW Issue Date: 08/13/2003 Suite No: Permit Expires On: 02/09/2004 Owner: Name: THE SOUTHLAND CORP Phone: Address: C/O TAX DEPT LOC 27482, PO BOX 711 Phone: Phone: Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3,000 SQ FT DELI. PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, TESC, DEDUCT METER, 1" WATER METER & SERVICE, 1 -1/4" RPBA W /HOT BOX, SANITARY SIDE SEWER, STORM DRAINAGE INCLUDING BIO- SWALE, DRIVEWAY ACCESS, RESTORE STREETSCAPE, MAINTAIN /RESTORE CITY IRRIGATION SYSTEM, PAVEMENT MITIGATION, STREET USE, GREASE INTERCEPTOR, C- CURBING WITHIN INTERURBAN AVE. SOUTH & 58TH AVE. SOUTH, AND UNDERGROUNDING OF POWER. Value of Construction: $ $257,100.00 Fees Collected: $3,104.11 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 20 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Private: D03 -104 Public: Printed: 08 -13 -2003 Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Street Use: N Profit: ?? Non- Profit: ?? N Private: Public: ?? ** Continued Next Page ** D03 -104 Printed: 08 -13 -2003 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 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 or the performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: 11Q f TO 17() 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. D03 -104 ,.u� r. ;.,i•u o. k /,: .01 z Q Date: c / 3 d3 ? z w 1 � 0 CO W = Date: 7// 0 122 . g Q w z �. 1 z I-- U � ON � H W = H U. O .. 2 w U = O~ Printed: 08 -13 -2003 z City of Tukwila PERMIT CONDITIONS • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3365901480 Permit Number: D03 -104 Address: 14201 INTERURBAN AV S TUKW Status: ISSUED Suite No: Applied Date: 04/07/2003 Tenant: GALLIANO'S CUCINA Issue Date: 08/13/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: 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. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: All food preparation establishments must have Seattle -King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling Seattle -King County Department of Public Health, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 11: 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. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Manufacturers installation instructions required on site for the building inspectors review. 14: A Certificate of Occupancy will be required for this permit. 15: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Conditions D03 -104 IV :t[i #L. n?S Printed: 08 -13 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 17: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 18: Maintain fire extinguisher coverage throughout. 19: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 20: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be Tess than 4 inches. 21: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 22: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 23: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 24: Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood, when the system is actuated. (UFC 1006) 25: A wet chemical portable fire extinguisher having a minimum rating of 2A:1B:C:K shall be installed within 30 feet of commercial food heat - processing equipment, as measured along an obstructed path of travel. (UFC 1006.2.7). 26: * ** EXITS * ** - UFC Article 12 27: No point in an unsprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.1) 28: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 29: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 30: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) doc: Conditions D03 -104 Printed: 08 -13 -2003 'm '+ ffitit +,mar+a�",f+ ^•ru.t.�....utxrw rnrw�q•ywra+. a2rcP77R! t ).<,.",F�!N"d- 'f,;4SYfq.,•�+",. 'CI*�5 City of Tukwila 74 \ Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 31: Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) 32: Gates and barriers installed across an exit shall be of sufficient size as to be capable of opening so that the clear width of the opening is not Tess than the exit width required by the Building Code. (UFC 1208.3) 33: When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 34: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 35: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1900. 36: Local U.L. central station supervision is required. (City Ordinance #1900) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 38: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1900) 39: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1900) 40: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 41: CaII the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 42: Key box - When access to or within a structure or an area is duly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 902.4) 43: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 44: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC 45: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 46: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 47: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) 48: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 49: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of doc: Conditions • D03 -104 Printed: 08 -13 -2003 .:..,.,�. i;?S.ia= ,�A M , constructino. (UFC 901.3) City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 50: For all commercial, multi - family and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of any building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measurd along the path of vehicular travel. (City Ordinance #1692) 51: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54, it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) 52: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 53: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 54: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 55: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 56: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the building. 57: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 58: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 59: Any material spilled onto any street shall be cleaned up immediately. 60: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 61: A bond in the amount equal to 150% times the cost of construction within the Public Right of Ways, made out to the City of Tukwila, for possible property damages caused by activities. 62: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 63: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 64: The Land Altering Permit Fee is based upon an estimated 660 cubic yards of cut and 660 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 65: Driveway shall comply with City commercial standards. Driveway width shall be a 25' minimum and 35' maximum. Slope shall be a maximum of 15 %. 66: The deduct meter shall read flow quantities in 100's of cubic feet. The register needs to be compatible with the Invensys automatic reading system. doc: Conditions D03 -104 1hV 4fY«t. }:tit::t.; »eL';?YR:.a'. ^rPh�B2 ; ., x"�iy. Printed: 08 -13 -2003 City of Tukwila 67: The water meter box shall be located within City right -of -way at the property line. Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1 z W i O 0 u) 0 . J w 71: Owner shall enter into and record at King County, a Sensitive Area Covenant and Hold Harmless Agreement with the City g = a � z � I-0 Z I-- I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances w O • N. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws a w u_ Signature: �✓ Date: F / 5/0 Li; z. O � O ~ 68: The RPBA shall be located within a Hot Box. The City recommends that a heater be installed within the box, and a power source be provided for this heater. 69: CROSSWALK SHALL BE CONSTRUCTED CONNECTING THE NORTH PARKING LOT SIDEWALK WITH THE REAR ENTRANCE TO THE RESTAURANT. CROSSWALK TO BE CONCRETE TO DISTINGUISH IT FROM VEHICLE TRAVEL PATH. 70: LANDSCAPE AFFIDAVIT TO BE COMPETED AND RETURNED PRIOR TO REQUESTING LANDSCAPING INSPECTION. of Tukwila, prior to final inspection of this Building permit by Public Works. governing this work will be complied with, whether specified herein or not. regulating construction or the performance of work. Print Name: doc: Conditions Nct r , c // ie) D03 -104 Printed: 08 -13 -2003 4tig:ii:b.t3 A • z doc: Miscperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3365901470 Address: 14201 INTERURBAN AV S TUKW Suite No: TOTAL WATER FEES: $1,100.00 WATER METER INFORMATION PW03 -045 Permit Number: Issue Date: Permit Expires On: DESCRIPTION OF WORK: (TYPE C) THIS PERMIT FOR PUBLIC WORKS FEES ONLY. WORK DONE UNDER PERMIT D03 -104. PW03 -045 00 CO 0 W1_ 2 L METER #1 METER #2 METER #3 w 0 J Water Meter Size: 1 0.75 0 N D Quantity: 1 1 0 Z W Water Meter Type: PERM DED Z H Work Order Number: 5105A03 Z O uj Connection Charge: Y $100.00 $0.00 $0.00 0 0 Installation: Y $950.00 $0.00 $0.00 0 N Additional Install Deposit: $0.00 $0.00 $0.00 0 '— Plan Check Fee: Y $10.00 $0.00 $0.00 w w Inspection Fee: Y $15.00 $0.00 $0.00 1- � . Turn On Fee: Y $25.00 $0.00 $0.00 Z tii Subtotal: $1,100.00 $0.00 $0.00 0 O~ Cascade Water Alliance (RCFC): Y $4,200.00 ?? ?? Printed: 08 -13 -2003 ..��+..� w..•...rrr.�rw•.qux. viµe�.u.piu. Z CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 .� King Co Assessor's Tax No.: (c-- ) / / /tiFo ck// /l5 / Site Address: / / -o f �, to r v /4rn ,4n , ` ad, Suite Number: Floor: /; i 5 New Tenant: •••. Yes [] ..No Tenant Name: Property Owners Name: 14 , i l/n net Mailing Address: /6 L /3� f ) /i t1/ Name: A1Q rvo e Mailing Address: /6 /l3 4 1 't-_ ��. / E -Mail Address: GENERAL: INFORMATION Company Name: . Y >r( �Yt lc�'_1'3�r (af ! celed ff' 43) .1 - e , ) 2e (ha/ Mailing Address: Contact Person: E -Mail Address: 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 ** Company Name: Mailing Address: Contact Person: / ✓i E -Mail Address: \applications \permit application (3.2003) 3 /2003 )J 1' 6 f 7� t /GK << ;ENGINEER OF:RECORD: Al! plans must be wet stainped by Engineer orRecoird l�t�.rri�.•�i� Company Name: Mailing Address: Contact Person: E -Mail Address: +, 4ALVIl • 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 AP---de / City Day Telephone: Fax Number: Page 1 kr+Wo*t ,r'tP ;-r ;sty 3/1 fli State ICS / `G� Zip Day Telephone: (SOO 633 --5TX ) City State Zip Fax Number: ( 2V 3 - 9 0 'it,/ City State Zip Day Telephone: ' /Z- - -7 -/ ` > '7`) Fax Number: i l State �ra p (; c1/- `,c) ir City State Zip Day Telephone: '' -,)2c/ /Jyl Fax Number: (z BUILDING: PERMIT INFORMATION 206:4431 -36 Valuation of Project (contractor's bid price): $ a� � 3 G00 Existing Building Valuation: $ Scope of Work (please provide detailed information): 5 /14 t tl c K-MVC Jl �' ✓► Or) 12' Will there be new rack storage? ❑ ..Yes 1 .. No If "yes ", see Handout No. for requirements. Provide All Building. Areas in. Square Footage Below 1 ".Floor:` 2 "a Floor 3`a Floor Floors : ,thru Basement Accessory . Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Existing Interior Remodel Addition to Existing, Structure New Type of Construction per. UBC Type of Occupancy per UBC. PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 3 / Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm V.. None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ..No 1f "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. ‘applicaiions\permit application (3.2003) 3/2003 Page 2 ,Mi kiy s s Il t 4?..1 PUB/ IC WORKS PERMIT: INFORMATION_: 20643M17 Scope of Work (please provide detailed information): C..0/2 lvCfichn c k oJrr Seale e /P.cI . Syc (NY) r A Jo r L f & j, 7 /cr ON• teMP,/t�- / � r (4 / �s ,F� Please refer to- Public Works 'Bulletin #1 for fees and :estimate'. Sheet:: Water District Tukwila 0... Water District #125 ❑...Water Availability Provided Sewer District M ...Tukwila ❑ ...Sewer Use Certificate ❑...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): 03...Civil Plans (Maximum Paper Size — 22" x 34 ") 2...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours 0 ... Right -of -way Use - No Disturbance V .-Construction/Excavation/Fill - Right -of -way j Non Right -of -way /O )I L 3 G 8] ...Total Cut /�, ©SUJC //. cubi4k ❑ ...Total Fill 6)`O cubic yards Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑... ValVue ❑ .. Renton ❑ ...Seattle 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ® ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities EL. Curb Cut ❑ ...Frontage Improvements ' . Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line Se..Backflow Prevention - Fire Protection " Irrigation Domestic Water ' p) 1 f/ N .Permanent Water Meter Size... 1 1 WO# 0 03 ❑...Temporary Water Meter Size.. ❑ ... Water Only Meter Size ❑ ...Sewer Main Extension ❑ ...Water Main Extension \applications \permit application (3.2003) 3/2003 Public Public 1, Geotechnical Report ...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for . Right -of -way Use — Potential ❑ .. Work in Flood Zone *Y. Storm Drainage Page 3 .. Grease Interceptor ''.. Channelization .. Trench Excavation Ed'.. Utility Undergrounding ❑ ...Renton WO# WO # Water Meter Size Private Private *fig,Hold Harmless It m : less than 72 hours �r Disturbance Se„w Ce II t,fi r nl66 Collit,J Avg (� FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ... Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip • '1 Sur 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 Systcm Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHANICAL P.ERMIT.. INFORMATION 6=431= 3670 .._ ; ' MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: 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): Use: Residential: New .... p Replacement .... Commercial: New ....0 Replacement ....0 Fuel Type: Electric ❑ Gas ....D Other: Indicate type of mechanical work being installed and the quantity below: ;PERMIT: APPLICATION: NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may 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 OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: f4iei o 64LL/wO Mailing Address: City Date: Day Telephone: State Zip Date Application Accepted: a r r Date Application Expires: /v -0 5 1 \applicationa\permit application (3.2003) 312003 Page 4 f�xst.t+ ww`.9f4.naliA 4 fir , driin.idJk Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: R03 -00991 SKS 1165 TRANSACTION LIST: Type Method Payment ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3365901480 14201 INTERURBAN AV S TUKW GALLIANO'S CUCINA MARIO GALLIANO LLC Check 2030 BUILDING - NONRES STATE BUILDING SURCHARGE Description RECEIPT Account Code 000/322.100 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,883.05 Current Pmts 1,878.55 4.50 Total: 1,883.05 D03 -104 APPROVED 04/07/2003 1,883.05 08/13/2003 09:24 AM $0.00 30/r M6 6 TO i AL a.247,,7 Printed: 08 -13 -2003 l•. t�r "t'., "ti� ,r�+ 'wJ,«`•?:a City of T:kwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3365901470 Permit Number: PW03 -045 Address: 14201 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 04/07/2003 Applicant: GALLIANO'S CUCINA Issue Date: Receipt No.: R03 -00432 Payment Amount: 932.00 Initials: LAW Payment Date: 04/07/2003 12:32 PM User ID: 1630 Balance: $705.50 Payee: MARIO GALLIANO TRANSACTION LIST: Type Method Description Amount doc: Receipt Payment Check 2015 932.00 ACCOUNT ITEM LIST: Description PW BASE APPLICATION FEE 000/322.100 PW PLAN REVIEW 000/345.830 Account Code Current Pmts 250.00 682.00 Total: 932.00 7406 04/08 '?716 TOTAL 2153.06 Printed: 04 -07 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: City of Tukwila GALLIANO'S CUCINA R03 -00431 BLH ADMIN MARIO GALLIANO TRANSACTION LIST: Type Method doc: Receipt 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3365901470 14201 INTERURBAN AV S TUKW Payment Check 2015 Description RECEIPT ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,221.06 Current Pmts 1,221.06 Total: 1,221.06 7406 04 /U13 'Y71.b D03 -104 PENDING 04/07/2003 1,221.06 04/07/2003 12:28 PM $1,883.05 • r i ( : P'ri'nted: 04 -07 -2003 i,:1. 1: . u3. C; �aE ;'.1:'!a:ta %�Lx;.�'.'i „�:i a�.;•vii:'ifY�e:. .v;':Yl:!�i : ^;iresa v�:iai..:au.-�.iiaiw.ucia:Y ...i ..i 'esd'i, i 03 -1 Z RECEIPT ~ W Parcel No.: 3365901470 Permit Number: PW03 -045 6 v Address: 14201 INTERURBAN AV S TUKW Status: PENDING 0 0 Suite No: Applied Date: 04/07/2003 co w Applicant: GALLIANO'S CUCINA Issue Date: w I w Receipt No.: R03 -00990 Payment Amount: 6,360.25 g 5 co Initials: SKS Payment Date: 08/13/2003 09:23 AM z w User ID: 1165 Balance: $0.00 Z H I- 0 Z I— ILI D CI O • N O I— I Type Method Description Amount F LL O Payment Check 2030 6,360.25 LLIZ 0 ' - _ O I- Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 MARIO GALLIANO LLC CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PAVEMENT MITIGATION PW PERMIT /INSPECTION FEE WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Account Code Current Pmts 401/386.550 000/345.830 000/342.400 000/345.830 000/344.101 000/342.400 401/379.002 401/342.400 401/386.520 401/343.405 4,200.00 10.00 209.00 49.25 120.00 682.00 100.00 15.00 950.00 25.00 Total: 6,360.25 TOTAL Printed: 08 -13 -2003 Z • Projrc1 / (f�� � � } —X,40-44Z' �' ► 0 CK 4 / Type of Inspection;.. -. , } H l � A e so _ tpjj Date Calr: i /j ' L i I 0 Li S cia , Instructions: Date Wanted: (4401 1.4 i' ; ' 7 Requester-) i ' 4 ._ A/;(,/ if Phone No. lPj INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' Approved per applicable codes. ro3 IT' NO. 6) 1 -3670 Corrections required prior to approval. COMMENTS: lam, rn ; ( Y rrvii / e (1), C 7() j IAA C.tA Date: .00 REINSPECTION F E REQUIRED /rior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: SS Project: Type of Inspection; Address: 4 d/ ...2.- Date Called: 4) S— .49" °j Special Instructions: Date Wanted: a m Requester: /'Y e Phone No: a a6- 683 -s'v59 �%��+ i4J Mi =�a Jo3 - /o`/ INSPECTION RECORD Retain a copy with permit INSPE 1 N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 \pproved per applicable codes. El Corrections required prior to approval. COMMENTS: G r OY4yL OM Arty 4/04, Wet Date: 7 1 .L 0 / 47.00 REINSPECTIO EE REQUIRE Prior to inspection, fee must be paid at 6300 Southcent ►er Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Pr9jeFt: 4 J Type of Inspectp: Adotr 1 4 -11)4 k Date Called: Special Instructions: Date Wa ted: / S1 v a.m. .P :m: Requester: I `�-- Phone No: ,D � , Le. 6 3 .5 J Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • , Dp_3- PE T O. (206)431 -3670 COMMENTS: ,( j7/ 5,7 el„ Date: Corrections required prior to approval. 4 v $ 47. REINSP FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: S6 Proj ct: `` (.1')A ii i ►°ti`�1(a 1 S Type of Inspection: ( r J P' Address: N 201 �L,)-ruu ✓ lar-r■ Date Called: S - - -oc Special Instructions: Date Wanted: r �_. -- 20 -044 a.m. p.m. Requester: Y Y lt-"J % Phone No: A 06-(....43'S - j i C� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit DO3 L i PERM _ NO. (206)43 -3670 Corrections required prior to approval. COMMENTS: 0 6 ,t_ 71- 1 . 40L' \5 "3) . 6 4 t,t,z4 5 41/ i / Ad, _e, f 4r, L'I-- p 17-"A(.-7 '-‘ / e 4 ,074, } -1, ", ,J,.�l 1 Inspector: aw Date: e to inspection, REINSPECTION FEE REQUIRED. Prior p ection , fee must paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMME TS: vf 2.. 'irze.,-) vvu— t ll cS‘,. MN tk law in CO CM.".. n uoA- s ty n 1 ,., fr-,:.,.t , "Itt J 4 - w u ,1 1- 4k C.4Vty i^ -=-- Z- w.t.K -.S t GJ 2- d 0 w,, o k Igo,, ot, r r rte»erg. IleiptR.C..e- o✓ (pn atM 4..^ ` 411.13)4.e.t.._ w -- t. No vUu t) 4' ow i v. 1 ►r. a► a.m. p.m. Requester: Y\lflito h'i ((avID .J SN ^a L) ._ 4 riiAt A., ±U Ct ,".) W 1 — ' U 0110 c, ► O oc( 11 ai —.. ( — (e.401(u -c... U Lk)St L _.(o,.- v1^ 4,110 -c-f- 'i1 z. (A1 -- n — 1 - 2) Project: t 7 1 a`S . r' LvC. V Type of Inspection: . tilt hh ►� v�( l Address: Date Called: Special Instructions: --,. w -- Date Wanted: 5 - 2 -1- 01-1 a.m. p.m. Requester: Y\lflito h'i ((avID Phone No: ,2 h is , - SO 59 . M Appro l ved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 PERMIT NO. Corrections required prior to approval. Inspector: Date: / o D $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: COMMENTS: Type of Inspection: A dress: t -t4. t\ S Date Called: .c & 6 if 5 2#i / v'( / Ij Special Instructions: Date Wanted: - (4r-((4r-(11,l Requester: - .1U4G�/9 d ( , a P \ one No: , i,.. 672..ifj ,1( 1 V)-(/'Y I ' c .- I J << ,f 57 ,44 t( ,/ Sial , I I r 9-tivo f f( I 51N/ d 1 1 1/ it Pr ec : • Type of Inspection: A dress: t -t4. t\ S Date Called: .c & 6 if Special Instructions: Date Wanted: a.m. p.m. Requester: - .1U4G�/9 d ( , a P \ one No: r-- ( " - Des.A,4 W .vin - S S S - S n C( 4 S —1(4 INSPECTION RECORD Retain a copy with permit Approved per applicablecodes. LA- 555 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: GU Date: 6 z1/DI INSPECTION NO. T PERMIT NO. Corrections required prior to approval. $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: COMMENTS: ,rcr,L, s cdo a /4/X' ,e6 /2 tX c% i a, /Z U) /sifh' /J, "Aya.c-e 1 / ., Sai ,5,/x G 7`z, _v -arm.. _l /4 (it) to &dill S - p w// 7ypc it r w'' OK(', , 1il Q D Arai , . d)( ki_Adzoxi 40 13m't Of S(�e t . Requester • p di eG->I Phone No: Prol�e� • Type of Inspection: 4 Address: r / /2- 1. - 4C1 s Date Called: . 2 /9/O; Special Instructions: Date Wanted: 21/Z0 /0 a.m. p.m. Requester • p di eG->I Phone No: • j f!) -/QS/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. J Corrections prior to approval. Inspector: 6L' Date; .2/71° ° Ej $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: i COMMENTS: Type of Inspection: ,c ;U 1 5 0 / . 1 g i 614,.A. -e .. .' . 14 - "I !Vt hi/ 67 teAr;, //L 122f ki I ,f j :; xti S f`ji t2) CAlle 6 ,r' ---(, 1.L..!} r;: -ti:` ,::.: {., c .4p 1 te::: /... d.4 4 4i", .Y;1 h S4 ,F. ,, s /)4.,44., 11 s'.✓1 W s ,i Gvi/ 7 6to t. 1 ,q c.4: ..., h 1j,1:• 0 >, , ri .,.-.,_,A4.. 7 • .,,..;.,Y-1:67./c t-, ?' .i L47-e. A t , Yt., t.. , - i t1 , I r / ,J:1 u / i:,:.4 , L.t.f fl /` t -` ?fi ., , ..: :. j Y61 ral AtiLt,tit u ' f 4 / 121-- � a.m. p. m . Project; I 6.04 - t 14 t { ,a . Type of Inspection: ,c ;U Address: Date Called: a Special Instructions: Date Wanted: ' f 4 / 121-- � a.m. p. m . Requester: ,l r 1 = ; J Phone No: a 4(A) �6L INSPECTION NO. INSPECTION RECORD Retain a copy with permit a lb PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: C' Date: t.� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Prooject: ii_ (.�r�l 11 r A r4 OS -o ' Type of Inspection: - k A I , r.,1 ( Addres `,.i ((,� ` I - LJ I 1 0 ! ..-.4-' I4e e A- NI Date Called: / , . Li _ -7 r 0 y Special Instructions: Date Wanted: , , 'T "" - 7 -o ar a.m. p.m. Requester: r/ h2A) Phone No: _ 6 3- ;, o -col!, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 © Approved per applicable codes. (206)431 - 3670 Corrections required prior to approval. COMMENTS: c. 4 -to. - A■v■A. ector: iS47.00 REINSPECT! N FEE REQUIRE. Prior to inspection, fee must be 1 paid at 6300 Southce ter Blvd., Suite 100. Call to schedule reinspection. eeipt No.: Date: 7 _ Date: Pro e4: c 1( - 1 /7�,r)_ Type of Inspection: (A2t A d ss. t w ( 1 A +-Ci 1,(41,6t,,, Date Called: A , S .. � (i 5 SpeciaMlnstructions: Date Wante ?"--) ( \ Le P g Requester: ,._ f—r Phope 5 ),53-350— Le 1 ( 9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit TA) PERMIT ... (20 "•)431 -3670 l Approled per applicable codes. Corrections required prior to approval. COMMENTS: (_p koolAbatA.54 C\19-/k/r1-15' Wcc.(.Q drt-t, r r: Re ipt No.: ) I 6 L i S4�.00 REINSPECTIO FEE REQUI ED. Prior to inspection, fee must be p� d at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: COMMENTS: Type of Inspection: a[ /Df (od'kevf0 R co p, c It- z.., + C v1,,., n 0 (61 I... <r f I Z i - MSkh 0. I ,. VI C 1, -T' 3 4 ( p !Lie. 'f.) L )2 f i C t . 1sLo t, 0, �1 I.VLcJC Ct ¢al (--Q f (r Adv„, 0 ( lfkk Ve..prdS (2.010&J LN LA., PskkAk&il N 7 ,c.)Z Phone No: 0 5/ 0 J Q .(P)-\v 4 1V ( �ti . G Ate .c Cc �lM tn / (tom Qc 5 k.iVA l ! n, 41.4 . wi.. / \ lNw. 9 7 Z . (( (` . Project: Type of Inspection: D Address: Date Called: Date Wanted: . 57 0 / 0 9 a.m. p.m. Special Instructions: Request 34: ,c.)Z Phone No: 3,0) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: j Date: ;f, cis/ El $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: COMMENTS: I //i Vat/ C ' 1/141C-1( Ce 3 L of /K , A/ "AtA " to 5 c,JOwe ( 01114 c.eui la ctThAtaj �� sy tt-. ii,, ' 7i . 57). MY. At is Mir- c j ,2)W w/ / 5 -- 01 Gt4re_ ,c . O/L tet.vC 8 @ :36' //)Lrti of 5 §1 , .S. / 11/. f1 c.. l� r,, -r, 4 4, f l,/,G�, aa-t 0-d id (,s,1 ,thee 1 ) ✓ y X L QJ (v,(_ GI 5 - 7. P. Special Instructions: Project: I I I Type of Inspection: s Cj Address: ,Wzv ..vt. Av S. Date Called: 7i 1VIDii Special Instructions: Date Wanted: ,, I/ a.m. p.m. Requester: �U /l //� Phone No: 3D Doi INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: Date: ) $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: P Nect: C{ Pz ( 0 S (I,[(r /} Type of Inspection: ; f A� 4 v �f� � bC l Address: d 4(-Dc)( i l� A - t- cil,��/ 44. ,vi bate . Callec": �^� A ,,c, 3 IOc 1 Spec al Instructions: f _�„ �j� Date Wanted: / 1 ?) 1) f c a[�m, p.m. Requester: f �� / / Phone No: - mac -Z , — SO -- U 1 I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector Receipt No.: Date: PERM ( 06)4 1 -3670 3/0,- .1 1 REINSPECTION FEE REQUI • D. Prior o inspection, fee must be ai. at 6300 Southcenter Blvd., Suit 100. Cali to schedule reinspection. Date: Prq t 4 ,, 0 ,. Type of I spectio :�, / ,�,� 4A. Address: Date Called: 19 0 Speci I Instructions: Date Wanted: a.m.` Requester: 'l � ' / ) [ �) 1 V i 6k X5 4, 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 Approved per applicable codes. Corrections required prior to approval. COMMENTS: J J e; 7^itJ S ?� �9 / `��1/ } 4 v-E? 0 A-le4 0 6 / Date: r 47 0 REINSPECTION FEE EQUIRED. P r to inspection, fee must be (p Id at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: I at,( ( / /1) Address: ,,..T I it2p i —fit c't �, Dat Called. ( ,S, e j / off i al Spe nstructions: ate Wanted: a n • Re ester: N o: /l i tV1 Ph ne . 5 - 3 — —L1(9 . A1o7"i~ .' �' /e4.4,, - 1 NO s. t ref G /7l c O eot/ • ' '; ), %i'- Ja - 74f)1sSI5 U Pr, ject: � U'b S Type of Inspection: I at,( ( / /1) Address: ,,..T I it2p i —fit c't �, Dat Called. ( ,S, e j / off i al Spe nstructions: ate Wanted: a n • Re ester: N o: /l i tV1 Ph ne . 5 - 3 — —L1(9 . INSPECTION RECORD DO3 Retain a copy with permit INSPECTION NO. PERMIT No CITY OF TUKWILA BUILDING DIVISION t.„ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20. 431 . 70 pproved per applicable codes. Corrections required prior to approval. nspect r: 4 A ./1 ,(,4 Date: e� .23 t ..- 7.00 REINSPECTIO . FEE REQUIRE . Prior to inspection, fee must be aid at 6300 Southce ter Blvd., Suite 00. CaII to schedule reinspection. fei pt No.: Date: COMMENTS: (9 1 2)!se, I'h/1 /Ji- 'i ?,, 4- )900a fc10 4- A / t,J) Avebt ) /-1i r) +/.s c gam/ Q Address di Leo t - > } n K- AJP / Ltia ,',/ ,,:v/ .4 c E (3X /W T /j /L 04 "7' 0r E / 4 y!v' 4 0 iJ Fd t (A) A / / s (/24244Jk ,- --' Q 2 /? E _ 2 er c, *-/e4 - Ret/ (5 fD j J3 ? /L_4 I J49// LL f I f f 9 7 ' i -1 sivs v P.4. i Al n i 40 // iv'? m` GdA./ ,� ;;S is ()lye / -/rks s 7V-1 A Q/ & S .Gail //i/ 091" - IV a..1 Projgfe (7 642 ia-J/.225 Type of Ipspection: 4-'041/ ,,y Address di Leo t - > Date CaI -��1 J�i ed: ,c,;-„ 710 Special Instructions: CO) r, Date Want f I a. K / (13 Requester: 'F-re2.4.S.. Phone No: 6 S-3' — 3 sl) --- (.,.? i i 9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PER yi .� �� ( �� / 11,�� ( 06)431 -3670 Corrections required prior to approval. 1 ector: br a I Date: A9 ay, $47.00 REINSPECTION FEE REQUII3EO. Prior to inspection, fee must be (., paid at 6300 Southcenter Blvd., Sufte 100. Call to schedule reinspection. Receipt No.: Date: vrs ti COMMENTS: 7 i`/ �/1�N+ S .5 i-/f.12 (1 ) P/ - 3 w,11S / ive 9 Amt A/v'7 e �� A s 1 rZif £ I/ -41021A '" j (A)).4-1k 2— / � I' h Je" � i t rv." / rr te .) ( j) c7U Ai 1=) i!IA/C/ F /iT / 2 pod f 4 Special Instructions: 12,...,0 (ree iii■i/i 4/l Date Wanted '7 ill e0 Amu i0 .,c),,it, it --- ti (P1 J U 35U — 11211q Al U" - -)_ l) rryv. p 4-6- , - : /K)) S S",.- - e 4u 1) iA,/s e(1, -/1; II ,.....„..„ \ P ' C Type of Ins ection: � e �� A s 1 rZif £ I/ -41021A Date . Qt Calle : Special Instructions: 12,...,0 Date Wanted OI 1 f i rim . p.m. Requester: Phon y? 35U — 11211q INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1 04 PERMIT NO (206)431 -3670 IB Corrections required prior to approval. Inspect r: Date: 4 541.00 REINSPECTION FE€ REQUIRED. P rior to inspection, fee must be p at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Proj t: i � 11. /10 .`.) (LA r ✓!l( Type of Inspection: I Address: 1 4 1,0 I 1 7T/e/L . f f 1y(r) Date Called: ) a P3/0 Special Instructions: .- Date Wanted: /e,t /d. 3/03 a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: P .,� 01.I_4 .A%TA nbcA:L. QQ /) ■J e 1 o a J- N. w ,cuwn.e (.41\ NA,vv aot4A--c IV AA 11) Inspector: ,l 14/W9 Date: 1 ) 3 d3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspectiori, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: t nc .c t -r-L, r. U (, i& Q . • - 1A LP--el SA.,o 0- CJn /tti.t/ - eiln . .Q A- vu-C. t I A A 4,:r, o 8 /l it l rl /1 d P L.A.( �nJ � 1N .c n XL .A.( . Q.Q. 5 s An o il j i. , Ul -n uI R.c.12, 02;v, u.a.p 9tredoted ,mot Sfr'' 0.,,,,41-d, .LI!G. _. L ! ' L. .. A.l .Pn A- / .,/. ¥ )Th 9 ;Lr_.Pg + () (1-4,1.. N'n frifr l rival PAU Le ' A' ./ ft d A ,G,-, 4Lei( )€ c L Lr4 l am p, 4 n . Phone No: Project: Type of Inspection: Address: � l �r —12,/ i it,i 1 -4!//7 Date Called: Mid j lG 3 Special Instructions: Date Wanted: /,,. /.J /4_ a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 j Approved per applicable codes. Ei Corrections required prior to approval. Inspector:( to-rA `YY1,61\e Date: 0 z) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: Project: 1116 it OS ( Lc( ,I IX' Type of Inspection: 53 Address: 1 L b O 1 T j L r ut % tJC Y \ Date Called: I a V1 Special Instructions: Date Wanted: 1 10 t 19 \A k (a.m l) d,Q p.rn. Requester: Phone No: h� Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Corrections required prior to approval. COMMENTS: U nAiLt tJ rt.r ,_.e.- w-Q/3 r1n.t4_ - ---Q d Date: k)--) 1017 El $47.00 REINSPECTION FEE\REQ hRED. Prior to ins fee paid at 6300 Southcenter Blvd:, Suite 100. Call to schedulerein D a3 -log PERMIT NO. / u bg ectiion: Receipt No.: Date: COMMENTS: Ii 1 J ° 3 ..e-avG 1 \ tCL/1. - -kAl r.E. /r ICI /call w 4i' ri ._ '..14 4 . VA (Ala S'. v (<v.- p tthei, . A..4.- f okAG SO) C/ (i` !' ( p.i cS i� . Rc } , c.4, ,"L y4 v.G' . 11 U 1 -M (Z.; -09, i t f) (1 fii) 72. k,c., 4..r, v.v�z J Q/ �� t � Vtk,.A Requester: Phone No: Project: Type of Inspection: Address: 1LIZ -A T,A / S Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: ( NQ Date: 6 i / 1 ``) 1 , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: Type of I pecti n: ' 0 \: ,...,,,,,,„ &ey—ON 2 -ellk <27■- 6 co ,n r la 7 r - (�,g2e Le Pir 1 V(T r C 1 0 7 a' o---- ..-- _I 1 _ . S 1..,.c,.41A: S - _�A. A A, 4 2-- .�!' � 71? l ale__ -TO (J e o _,.._, a � - °r Requester: Phone No: .2 C3 3Q31 / i 9 l `■, Pr Oct: 1 c 1 Type of I pecti n: ' Ad7ss. I _ 1 0M Date Called. / 1 0 7 0 Slecial Instructions: • Date Wanted: � � 71? } l? a � - °r Requester: Phone No: .2 C3 3Q31 i 9 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 fj Approved per applicable codes. Corrections required prior to approval. Inspe $47.00 REINSPECTION P E REQUIRED. Prjbr to inspection, fee must be pai. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R c�e'o No.: Date: l / /0'3 Date: COMMENTS: .-U \ ot A..) ■ vkf I A -43 it s . /”- ` .c\. ti44. l.,, IA ), •„ ( k o1) r‘) SS G trrA tn)U1 \ O\) v 11--AC II-PIA i C.5 I -: (0' @• 36 i nc .c-W\ rpc >� r 9 b) en,-\- r'.. S 4 r -0 ,(J,G C, A \JG VA.A-P A 4v u S s 4 \,r, 1b., h/ ^r 0 C14,r1`I. L --STI. `1 c, „,k L 5 � - 2 �-1 c si r� n 1 th�,� ,i1Gt�l�0 4 t` l I 2. . 3 V� ,�1Arnr l�l /fn t l S is el f (./1 , €,t -1/42)X C4 t) (1 S ( \. ?co -A ..P ( r d r r 5 3.) C nv\ r ,.r� LJL 5 0,, ip tilO e. -P ANi [' � 1 40iA/R r 1 s \vp&A -Le A i Soc.. A- - 1 L_ Project: ( « -i,911) o s Type of Inspection: r , . /E6771 /”- Address: Date Called: / /'-' /- — 0-3 /7 / .�. ' / //eW,, 4 Special instructions: Date Wanted: / // ^' / y - CJV m: `sp -rn- Request r: Ph r - 33 -- o l -- ,//j J Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 tEi Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project: / ( v n HI �fuo_s Type of Inspection: 1 ?CcP S 4 Address: ) `i 2 ©1 .Ln1 vic4b S n Date Called: 1 /— / v . Special Instructions: Date Wanted: / I--- /O — G a.m. P.m. Requester: Phone No: .. ---- — 3S - 0 — ee ii�GW✓.',E':Y roi:"wtiti:;�ai ,t7' i.Y.i: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -3670 proved per applicable codes. COMMENTS: Inspector ceif t No.: Date: Date: ID Corrections required prior to approval. $47.'0 REINSPECTION FEE QUIRED. Prio to inspection, fee must be pai• at 6300 Southcenter Blvd. Suite 100. all to schedule reinspection. P,rct �/ � Type of In pect n: ( 1 A d ess: -� o / /uI 92 4„ A Date Called: ; v.. S.. c *) t �( 03 Special Instructions: 1 14- q41;i 4 4- if." / 4 • — Date Wanted: /� a rr,- p.m• Requester EAs P lo'S n 53 � 1 '5 I 1 `* INSPECTION RECORD Retain a copy with permit INSPECT N Np. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 • W pproved per applicable codes. El Corrections required prior to approval. C OMMENTS: ----� 34,4_ t4.(aff1/41- Inspector Date: $4 00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project /y Type of Inspection: A d ss: 1 47-0 ;. +-- 1.44 Date Called: S 07 I n1 c�3 Special Instructions: D ate Wanted: / .–/2 —_ 0 a. p.m. Requeste . Phone No: '7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N• CITY OF TUKWILA BUILDING DIVISION '•i 441 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COM ENTS: Approved per applicable codes. El Corrections required prior to approval. $47.00 REINSPECT! d I EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: ') Type of Insp.ectio f 7 /7411 7, ' ) , D \ ! • 1 1- c s0 \ 1 .S po ccA o r --t- a rJv , c 01010(i S Special Instructions: Date Wante m .1 — -pk 'k .p (k a Q daot e.." Phone N° 26‘ : _ '' 1 2Y6 —. 7 4. 754 1 � A OU) `��l UUttr,q 4 ✓ 'GiiN I1 e co Y�O`att w. 0 -c (`P Ill C cct\ -1-!.Q IA rA.1 (a vri►ice c ( b� • • I (1' � .?-) �j T'UVAS ('lv -fik ?Voo1-A' CC( VA iiM � (Iv c . i Cat 4( 3• ) \•P f4i r c' f'c` re (-41(1 ~I- Project: ( ii i61 ? Type of Insp.ectio f 7 /7411 7, ' ) , D Add s: Pi L ;A c.,,r Date Ca led: — — 23 Special Instructions: Date Wante m .1 — Requester: Phone N° 26‘ : _ '' 1 2Y6 —. 7 4. 754 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DAP-proved per applicable codes. (206)431 -3670 Corrections required prior to approval. Inspector: n Date: (i ' 0 -5 - 1 El $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: ct: r./L I A t i(3 1 .5 Ty?; ction: I , — 1104 - 1 tJ.-. / Ad Tri ,--- f el k,tfica:42..te Te Called: Special Instructions: Date Wanted: li a---3 (13:1111-7 Requester i Pne N ( 5 ->) 3 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ta kpproved per applicable codes. Corrections required prior to approval. COMMENTS: r 1-r y -Povy\ , (A" WC( C 4 Inspector 4- zpit,f)4 Date: ri $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: Project / Type of specti n: ^ Address: / /zo/ .fir rztla �-k. -. Date ailed: p � 3 Special Instructions: Date Wanted: 3 d3 Carry p.m. Request r // ^^ Phone Ns) L5,_.? $ , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: Ax s s 44 / 0 ❑ Corrections required prior to approval. • / 1 (206)431 - 36`70 PERMI T 5 Inspector // j _ `� Date: $47 INSPECTION EE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projec //' - Type of Inspection: Address: /y, o/ Ord :) Date Called: —72 76 Special -.-.- Date Wantgd: a.m. p.m. Requester:' . �.-- G ,� 64,b c,,,,,,,,e 0 :6 L - / /_ 0 th • Phone 6,.3 ^...7 .5.7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431 -3670 . pproved per applicable codes. Corrections required prior to approval. COMMENTS: $47.00 RE(NSPECTION FE fftEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter B vd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: •1 (MIS ra..-0 1).. , .).lr, roe. en - , ,n.. :-_ •,.-,,, I-, , Date Called: �, l - 2h - �. .5 ... I r ... Y e. 1 n.-..7n. 1• t 1 1 I I) Date Wanted: a.m. p.m. L Phone No: 1 \ /—• '.:-. /1 /1., r i A,/ :' i,. ,.1 `? ri . i : 1.. A .4 (: J C 41 ) '''''', O., l t ... I 1, ...t.i I / r r 1✓1Ns Y71 I idl 011S'> /A 7 X I ih j ( v 0 ) fi, , •G.vr.l '- 1 } Ili ( I( 'Ill I 'i .'I f y -, _• tAi di A 1 1 i' i 4; 1 No...) . hi 0.1 A—dAf(; -.•I. tft EYN.\ -.ir" /..,ii'1°'°_4,_ Project: _ (7I 4 U i I; \0`.s Cuc. iF 1 c . ; - \ Type of Inspection: •1 (MIS ra..-0 Address: Date Called: �, l - 2h - �. .5 Special Instructions: . Date Wanted: a.m. p.m. Requester: I -4 0N% 0 C- , a1l1 (A tl0 Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: i j ' / t �x i" 1 -ti i Ham. r ,`✓ +''J 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: -V. ,.,i • . .a fir . t."'q- v , -yr - v Tr . " ,s+. Gity of Tukwila Fire Department Project Name '3L e. 1 f■/ Address / '/ 2 . C--'/ _.7A /7` 4 5 • Suite # Retain current, inspection schedule.. Needs shift inspection 7 # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature 1r ,A1 .- /44 ,'3i'Wl.. (/ • TUKWILA FIRE DEPARTMENT t ' ' FINAL APPROVAL FORM FINALAPP.FRM Rev. 2/19/98 Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No. l .f73'^fOT" 0k) Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 PK1 €ihI =tEJ 1 = x#3 (.0 frtA , 13. C... j= �Tci_, CM . Lt r.. l y4 ( • .. 'MAI O llzLI FAkri tif-I::Y b t,(F P;011 7 )N1 1 Ctlavz1 ?, i t riii:) �'r @! p�. ro 0. c- t rCJia, b03-- 10 LI 4 , ►attanut a u«ao, L.M. M•.••.e wl •.fpn.1l ,•.a4 M h j•TIi1Pi r . d i.. to un /. •.t I.. n•� Yu M t71r w l• ^WM t.r4n N i1.2 00w•.t •-• Jlx pi ("wig` vti lM l, .1 wi. n.•Ul 44 , 4v 0.0 1.•41 rwr Pm Ittlrt 1,.11 tw Alto 4 C... nri M rt.di..t l• 104 aratt....t r WM. ►.y p Att *4. •1. p 1.4 wit 1. tad A..1 W n....+.. . d 1 r.., i..1jt U t1 ,....6.1 t .1 e./.l, ■hl.a l.i. a.. ..6.n a . 1$ 4. , .anal � `Ti✓' -�Al� • MAY 0 2 Ion [ ALS ._ Porr 1 t ( S [+Ct r[n1 {r1 L i m �.r : Ltvr= m_ . kt) i ..6 10 (4) { l yy� (e f�,� : .. . i '• , �-: �* � t�) ' lal � t bf1 /'j••.JU T FIT FidI9 CDND r l FIWX cot114, r o � Et ` ,ss o ts.) - • t- tvi414 2 -io, .; VIE- iCAL sin150 i2 0,c., - AT ) r,, Ca sit, i F AT Yt =szTic L. • Commits (1/lllwtra Ltrntnr (.rm.+a d lq r i aua/nmwl F tlni. 1144 Ws* . p• e. susgwrr lrl I,..% t..4l r. K 41.4 nrr a h4 •i.2 .n L.4 (.. 4 1 r."1t .. tu..a . c.v. VA 1.111K.l1,1.0,1,0l wllyd{4. U ai 11.4 rn ..d 44...i•, Ming m.4 t• A ddr 1111. (.ye rd rw. •r1 ..414 ti ,,t rot. a 4n w ■. tit soot.' 1 7.44114 141.1 i$ 10 of PS Itlr. 4.1 1444 1.64{41,. (l •t,.. 41441 •,11.1 'i 41...11 A4i . • . ... .1.1 4.41111., , 4..1 4 1 11 ,4.1 . . h 14.1.41 1••1...•1++ . ;.•. 1p•: 111+1 r. ,l 1111 mum WI ..M•+•R 1.... 4444 q•.. ,. ott rnlnt txl l CZii1 UIMItH tJt, in Mirc _i,ndus ill es, Inc 31111G01 Cane Or. 1tH P.•1{ 1t i:it•.t itCA'Milt (Jc. jr 1.SJS3 FAA tllt34B11.111: GI�31 @41 R:J 111! KU col 1, 1111 t•1 01 01 W CX 6 J 0O U) ILI I 1 . LL W 2 �a = a I _ W z = w� w 0 D C3 ON wW ui z U= o F- z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 001 Inspection(s) Performed: Epoxy Project: Address: Client: Inspector and Date D Reid 1 -8 -04 D Reid 1 -9-04 Galliano Cucina 14201 Interurban Ave S, Tukwila Design and Build Associates Corp. Not ready for inspection at this time. Will reschedule. Does Conform CONSTRUCTION INSPECTION REPORT Permit Number: Job Number. Client Address: Remarks Copies to: X client Contractor Architect x Building Dept. Technical Responsibility: x Engineer 06 1579 Sorenson Ave, Enumclaw 5/8" all thread epoxied minimun-_10 7 embedment iii holes tlritlad? i" diameter, brushed and blown clear of debris. (x4) with Simpson Set Pac ICBO #ER5279 at (x3) along kitchen wall. (x1) along west bathroom wall. David Lyal- Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 -OTTO -4-US — Fax (206) 723 - 2221 Form No.: T -104 Revised: 05/03 �LLY{JasatiitS;d�Lht.Xsi+' . i:: N. s% GJjdwi: L: k4+JbY:wLliek'w:il. '�t 3.". v. �y'�" w. 4r 'iGVer.LLsp11A4:iii ��.:^ . OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 002 Inspection(s) Performed: Epoxy grouted anchor bolts Project: Address: Client: Inspector and Date J. Reeder 1 -13 -04 Copies to: Owner Architect x Engineer CONSTRUCTION INSPECTION REPORT Galliano Cucina 14201 Interurban Ave S, Tukwila Design and Build Associates Corp. x Client/Contractor x Building Dept. Permit Number: Job Number: Client Address: Remarks Technical Responsibility: 003 -104 04 -006 1579 Sorenson 98022 Ave, Enumclaw, WA On site for epoxy of 5/8" diameter all- threads in 3/4" diameter holes for holdowns, 3 at east walls of bathrooms and 2 at east wall of kitchen, south corner, with a minimum 10" embedment. Simpson Set -Pac epoxy used (exp. 1/05, ICBO #ER5279) Inspected to approved plans. Conforms David Lyal- Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US -- Fax (206) 723 -2221 Form No.: T - 104 Revised: 05/03 G4it/400 t .5 C tic/N4 h 2dl (02)(6 ( 020 // __TJ/�(C ZV'.G i �ajGr(�" teo !t'/20 I+5 CITY IU PPPROVED A ..8 N 3. t.'' ' Na r/LE FT6 (0'412: w5P (0'412 03- I Ai- l F Go , FILE COPY 1 t ielw PA w / (3)'y • W L (1)2x6? 8 ( /)2r6 c " — 47:7777. . . - -4 -7..- . avX8 DF 44 2 r caY6 .or * / 1 it t.. k,55 /2 "QrL. �z 9 P - V� � W w Cx " 6 " N�� - to a 1. W z 0 u icr RECEIVED crry of TUKWILA APR 0 7 2003 PEFILITCSWEA (2)zx4 f � i EsteDFr Z IAA c 10/ c ax4 V8 etc O Z John K. Bastian P.E. I �r¢ Structural Engineer P.O. Box 284 Sumner, Washington 98390 -0050 (253) 435 -8865 or (253) 862 -0197 P ♦ '' / 2 " o c (1a xG'Z X6 DP 41 / (ox8 ► ;W YG tic -t (,Z) r/E SNowN(�) OA 0 oR s /Mpso4 h 4 EX RES: 12004 G 4LL /,alum G'vCIN 3 /Jr /o 3 50 ' Am, REACrioN 70565,0; 3 ti 3 Serif 10 13n. /230 _ ..Js8te 414t/so: 315,0 _ -1. 48x¢i t 22 160 ` 929,28 / 3 5d,.56 PLF /a x 6 x 47 / CO s 7 3•'!Z. rgas s C ,eEA c r/o,cl . 2 L 6-/N E k2 2490/ 2441 e R (c,ivE W) I 4 5CISSO/Z 7720SS ; 48 x /5 = 720 ILA' pep Ss 4 t0 # /y.i.ho NEADER S /2 L/NE .I,g y_ OIF 40 1200 revssiS --,W r/t tr -- l'8 'sic' 4472 /2oc,, rP '4'r/U' s5 RL/cr/atl = .Z #0%464 2!' t r OEEPZA H VS, VA'$ , l M t °1 7 k,411.wIenf = 1 on 4',0040g re09: 28B8 Pala I 4OPSF ,260 g / 3Lo/t,f 649 8,N 45044 /N 6r 1 dit4li ; an 0A /,/2s 3.6 42 �. 13l7,6 Pa kl' _ /36 Id- PO41 54i/ /tf e Riot) 00 PtF /V: S = (/44oa /2..5)2/2 //8,9,03 8 64 2400 /,/5 /if_prc /200 /1104w w /,S� tj"tr")a /GSwi,i5 R = j oaks, /5 8750 54 w /2 )) GLVh,r #t S : / �iG � d r� 738 A � , . , 486 Psi 0.g., John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 98390 -0050 (253) 435 - 8865 or (253) 862 - 0197 A = 339w 4/50 = A2,14 14 1/8 = 1182 e / 3 s x 4.4$ r�vss R��r /au(k �'j 4 .3 ° ,(4o � / 20 * (rt,NF K ) /35a,36 Pzr 2 (35 �4e : 2 7' OC' t a/Me4 2o' #04 N V PER srl7CwEA) (r) 10: R Y 4 /d = y 50 PL gA, c 2410 -V4 /4: /2$0.56 PO 64 . 11 I.41Na ; el /1,1 313//03 5 ' r./NE K ' A (%320)5,S /320 x 2 = 9o(9, 5) /Z ax /350x4/r;" 9yx -S/u!. 5 e55)</, '+i / .320 $ /if . � 34 30 44 ex/0 op # Z 13 .I , j / , 5 : 440 m V/7 t/w& K : /2010',. 70 w4IL.,84q.: /270 IMF / 270 3)(/ l. A. - ..r,,.,...u......r...:....,. 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V1 ku k 97/ : 2 27,73 3so = B / e PP F 64 D0 *I *It, DF *1 7k X/Z Of*'l All 101 6u6 DFaZ 0 x8 Dr�l 6x /d OF #Z EXPIRES: 1/7/2004 i1 6412, /Aivos 00e/A)/4. John K. Bastian P.E. /4 Structural Engineer P.O. Box 284 Sumner, Washington 98380 -0050 `22://4) (253) 435 -8885 or (253) 862 - 0197 CN EcA //41 : 95o Pp.F+ /30 to4/.4 586 P/f /'t/E 2.506 25"x8 /328 428 2803 _ 393( 3 g 3 ` 41 I /;75tr` /257P 280 3 \ �' %gd,Xrc'3 1#541. � , pr t' to 1 /N4 4 N: /2oc+Pt4. /20 to.+4c = /3.":c...)n x /D 64 !'SF 51; 'x /2 ''64 ic.A 1 2‘) / x2 .4 4idi Itioderf ' iFw*. YFn V: rsaaar+•. �. 1vnRSr ..��t:;rvr.iq+:. 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Box 284 Sumner, Washington 98390 -0050 (253) 435-8865 or (253) 862 -0197 Z. c?' /0 Ps'f o N /cN ltaac re. /yxla: /,'''f Lary' ,Q44 * WALL ', / 1 4=6".4 /R /1)/ I / * HE& gmi.L % //2.I / /0,92y4 ' 403,G ti 38. / 32.02 170. x/2 2.04 2. /6/ welt' z /2e84 2/00 342 PsF 2•I PSP �. L Mir 649:c Ere Pat s OA 4. /4N o s el/C /NCI ti/ 03 14 5 : NI 14 PLF A To 8 : (2) /5 x✓otsfx iv ./ 168. f 772,8 -' 9y0, S ;'8: ii7,4 c 1,8 l3 /5 xio A d,•• 14xt:= 84 156.8 *1288'°/ t1 O.b t.t9S 4 /3' /e7 k 8 x •' '/ 72.3 e 70 t): /6 4 x • / y = 42 • 78.4 * �°e3.48'= 482.0 �� r• 17615 4 I' 8 iox ¢ x .P :: ;6, .4.0_ p tea E: ,5 /oK /2x, /s : /48. / 3 w /d x /2x ,14 10 9, 2. f / , 4 * 20q2 2555.29 /x 2121 )1 18 yt (z) 7 r /old /2 x / 23501 /3 ° > / 8 F ra' "1: 2(8 :ea) x 24x did ♦ 3(4.514 / x tea) pc, / c D $00104) I B A 4.A re 4 WALL 4- `' '`TI! III' T ,* TIE a osvni 4 4 Y Ovr 0064 08 448 824 f 2/66 ?g( *;.2o . 1914.'3 `r /09 318 • sw /S,µ -= 717 5 /i,3 71.5 3 K / ,Y. 2 " 3 94 6$ /3.2 79,2 /98 PIP k'? '= 7720 tr. �+i, 'ii44 ^. = 2 : .. John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 98390 -0050 (253) 435-8865 or (253) 862 -0197 9' 14 % sat &Ws F PM, (vi 8+1 43' i 4' /tec rvosio a /3,5 2 /r vs( H,+►Nb FOR WS VA = / 98 4 a 792 8 = 99 /Lf V /90 w 8y /584 8 / V ily8tig: 811 -c 198p ('7) Ma.J z /99 x 8* /.S1►¢ F 244i Pa / 9801 = / 96e 1 Ct n 233 gi v / 9B N ... /d8t *_ /i .A 1 S7 PLP P rt /0X /0 NrA I0= /090 = 26 It.f V M c I09 .. _._._.� Two 04D21 404 w 1"r /g a N L,M(5 ' ‘ c- ?, (z) ) (2 ) (4) oN (2.) G' P WANCC,s 4 1 0 4 G 11/7oee C 0 (4) )era 00Er Ai 8. J , iet) G A 4:d file;t) eoti~s ¢ w 6 ' recke u $14147'4> i Ail WV s eiriliAg. -�" „ O r ' /s 8.i 4 •c 806Es EXPIRES: 1/7/2004 !.-7.5.5 rEP t� it?:.' � ^rX'K: �.,r J�M6 t ' � •ter, — o : • MAW) c.AL1Ip1No J Owl • • oNCAtJSoiU ep 1‘3c . eon'. 51Jdt -s 'ke eE0cE5 G'Eo- rECEtkitCA-L SVPPL.Et.kE4J r `Y ALLI A41J dc'Ct# o4 �- ao I ' M3 et J AN-0 S • 4-PrzoTec-r Aws 7-erops-ri4 • / WGs t' U NCP t NS O N. I aryc W Gro - reve* Ie 'S �pOOQT Nov. No u a po � ar b•132vc1; ' 6.. E, �s ; .-._ TEsr gokar to IA N s 14-AE • ``C - ss - i' �iO� .Loch-no ! ` o"r ,- O>o 44 E AT TkC DN SLo PE / . 4foLFS NEW E T uk ilivr. • fp ko ti 'PPk Rv i u G Lo -TJ S o t t< Cu k M ol� ► E-TArm wo Wkt_L. . � (FeCS WAX' L(11 Et PR.oPoseh L_ockrroN s - " MAX for INALL Atit Atpcv s u Cr - ra QIU Si: 7'E 7, e_ T(oa! s 1 V EA I P Y Ti STAItt u ' S un. !'.aav �V1�t.tuG• e44crry RE • s-rE L , k rott'l k coos ET6 (JLT L.LA7(og t kPfiklkat (f). wk/L- r1N ArL s„, V4 T SLOPE. EIU�I(uG k KIkLI, i • Cast, L, l Qdvs-no & SOILS • FOUNDATIONS • SITE DEVELOPMENT �• P.O: 8 ox;55502 1 MAY 2 7 2003 REID tMIDDLETON •• Shoreline, Washinbto , es FL A J g4fEf . J 1OLE$ •O UG � 04 4r P o U J A- 'off koPosn jkt-L S U riXPOes 1223/ Sao • SPECTION • DRAINAGE • DESIGN Al PEIRMIT • LEGAL 98155 • (206) 546-9217 • FAX $468442 INICO LAIR rew.w��x 11 g�..t Mr) 0 8 ?083 206 -546 142 rifcal /Civil Engineer F • •�Low( iu P •1 ... •': tTFCR. . • / 4C�3 LV VV LG• L /', s; 1 • t i : , I / ; , i , / ' , ' % / / ' 1 I '! ' 1 , ; ' , / / ! 1 1 i 1 • '' / /// ) u. tiruae, F'• L• • 206-546-8442 t. p•3 • Z w re 6 00 U CO w J H WD J LL = W Z �. W O • W 0 0H W W • 0 O LLI Z U= Z L=80,94 R=924.93 ke,44511 -1, 4 Q. c06,Ci c, bt et'- C 0 C " __ \ ...,,s'...____. . - -.— 1 \ . , -0. , 11 1 - :c3 _ .•‘ . 1 .....,0 i N!*__.. _ _ _ N .: .\ . 2. ( Z( CP 434C2s . ,•■•• ..,.::::• ..• \N 01 - ec • ■ q c' ( — • . CO .\\ C I' C , 0 % waditigi!a4a z z re uj 2 1.) (J,0 uuI SQLL LU Lu 0 = u. .u) z I - I- 0 z I— LL! u j C) (..) 0 — 0 I— LL! L u I 0 1— g Z (/) 0 r .0 4 Dennis M. Bruce, P.E. M.S.C.E., M.B.A. Geotechnical /Civil Engineer Mario Galliano 16435 Military Rd. S. SeaTac, WA 98188 MAY 2 7 2003 REID MIDDLETON • Site Survey and Vicinity Map • Architect Site Plan by Dave L. Thorstad • Site photographs BACKGROUND: November 1d 1 I y1N: t c:iiv <:ca %::r:� 1 > 02 REC'PP27 JAN 17 2003 C OAIWILINI DEV ELOPMENT r ----- FILE COPY Subject: Geotechnical Evaluation / Foundation Recommendations Proposed Galliano Cucina 14201 Interurban Ave. S., Tukwila, Washington This engineering report presents the results of a geotechnical evaluation of the Galliano property at 14201 Interurban Ave. S., Tukwila, Washington. This evaluation was required due to owner and Architect concerns, as well as City of Tukwila requirements. CITY Of TUKWI(A ,REFERENCES: APPROVED AUG 0 8 2003 NOTED The overall property is approximately 385 feet (along Interurban Ave. S.) by approximately 125 feet deep (see Survey and Site Plan). Currently (November 2002) the.property is not developed. The property contains dense grasses, shrubs and mature trees on the rear (southerly) slope. The majority of the property is essentially flat, with the base -of -slope occurring at the rear (southern) portion (see Site Plan and Lot Layout Map). This engineer understands that a new restaurant is proposed in the central portion of the property with associated parking and landscaping. Visual evaluation of the property revealed no evidence of any geotechnical distress: no slides, no sloughing, no soil tension cracks, or any evidence of erosional degradation. o -1ey Similar properties along Interurban Ave. S. have been developed with a mix of commercial, multi - family, and residential developments. SOILS • FOUNDATIONS • SITE DEVELOPMENT • INSPECTION • DRAINAGE • DESIGN & PERMIT • LEGAL P.O. Box 55502 • Shoreline, Washington 98155 • (206) 546 -9217 • FAX 546 -8442 Mario Galliano November 12, 2002 Page 2 The property at the top -of -slope (southerly) has been developed with a single - family residence. a 1z EVALUATION: re al al In order to augment the existing site geotechnical information, soil test holes o o were hand dug by this engineer on October 11, 2002. w = J � ' Three test holes were dug in the vicinity of the proposed new restaurant o structure. Three test holes were dug on the slope face along the south property line. 2 The rear slope reposes at an approximate 2H:1V declivity. N � . w The slope is heavily vegetated with mature trees and bushes. Z � No evidence of any slope instability was observed: no tension cracks, no soil 111 uj creep, or any evidence of earth movement or drainage problems. U D The findings of the three structure test holes were similar, namely: o i w W = 0 0" to 10" Grasses, roots, and organic silt o 10" to 22" Moderately dense silty sand with occasional w z gravels o 22" to 38" (bottom of test holes) Increasingly dense silty sand grading to sandy o silt z No water was encountered in any of the three building foundation test holes. All test hole walls remained vertical and stable. No sloughing or caving occurred. Slope Test Holes: Three soil test holes were hand dug along the southern property line (on slope face) behind the proposed location of the new restaurant building. All three test holes encountered similar sub -grade conditions, namely: 0" to 4" 4" to 8" 8" to 32" (bottom of test holes) Roots, organic silt Dense sandy silt grading to dense silty clay Dense to very dense weathered, glacially consolidated till (hard pan) No water was encountered in any of the three slope test holes. All test hole walls remained vertical and stable. No sloughing or caving occurred. Mario Galliano November 12, 2002 Page 3 CONCLUSIONS / RECOMMENDATIONS: z Based on the findings of this investigation, and experience with similar sites in w the area, the Galliano property at 14201 Interurban Ave. S. is geotechnically approved for the proposed new restaurant and parking area project, subject to the 6 following: U o co o LU • Standard reinforced continuous and spread footings. Allowable bearing pressure: 2,000 p.s.f. w • Equivalent fluid pressure of 35 p.c.f. is recommended for any retaining wall g a design provided drainage zone is inspected and verified by this engineer. C a = w • For retaining wall design, use friction factor of 0.55 and passive pressure of 350 z � zi- w • No toe -of -slope excavation or soil cuts, without specific geotechnical evaluation o and retaining wall recommendations. (NOTE: this engineer understands that no o soil cutting is proposed on the slope face or near the toe -of- slope). ° w W • Geotechnical inspections by this engineer prior to any foundation concrete o z p.c.f. placement. ui o The proposed structure can be supported on conventional continuous and z spread footings bearing on undisturbed native soils or on structural fill placed above native soils. See the later sub - section entitled General Earthwork and Structural Fill for structural fill placement and compaction recommendations. Continuous and individual spread footings should have minimum widths of eighteen (18) and twenty -four (24) inches, respectively,, and should be bottomed at least. eighteen (18) inches below the lower adjacent finish ground surface. Depending on the final site grades, some over - excavation may be required below footings to expose competent native soils. Unless lean concrete is used to fill the over excavated hole, the width of the over - excavation at the bottom must be at least as wide as the sum of two times the depth of the over - excavation and the footing width. For example, an over - excavation extending two feet below the bottom of a three -foot wide footing must be at least seven feet wide at the base of the excavation. Footings constructed according to the above recommendations may be designed for an allowable soil bearing pressure of two thousand (2,000) pounds per square foot (p.s.f.). A one -third increase in this design bearing pressure may be used when considering short-term wind or seismic Toads. For the above design criteria, it is anticipated that total post- construction settlement of footings founded on competent, N.R,•13,1Wn.<+.:4c7 Mario Galliano November 12, 2002 Page 4 native soils (or on structural fill up to five (5) feet in thickness) will be about one -half inch, with differential settlements on the order of one - quarter inch. NOTE: The bearing capacity of 3,000 p.s.f. applies to over - excavated and backfill conditions. Footings placed on native soils may be designed for 2,000 p.s.f. Lateral Toads due to wind or seismic forces may be resisted by friction between the foundations and the bearing soils, or by passive earth pressure acting on the vertical, embedded portions of the foundations. For the latter condition, the foundations must either be poured directly against undisturbed soil or the backfill placed around the outside of the foundation must be level structural fill. We recommend the following design values be used for the foundation's resistance to lateral loading: Parameter Coefficient of Friction Passive Earth Pressure Where: Design Value 0.55 350 p.c.f. (1) p.c.f. is pounds per cubic foot. (2) Passive earth pressure is computed using the equivalent fluid density. We recommend that a safety factor of at least 1.5 be used for design of the foundation's resistance to lateral loading. SLABS - ON - GRADE: Slab -on -grade floors may be supported on undisturbed, competent native soils or on structural fill. The slabs may be supported on the existing soils provided these soils can be re- compacted prior to placement of the free - draining sand or gravel underneath the slab. This sand and gravel layer should be a minimum of four (4) inches thick. We also recommend using a vapor barrier such as 6 -mil. plastic membrane beneath the slab with minimum overlaps of 12 inches for sealing purposes. PERMANENT FOUNDATION AND RETAINING WALLS: Retaining walls backfilled on one side only should be designed to resist lateral earth pressures imposed by the soils retained by these structures. The following recommended design parameters are for walls less than twelve (12) feet in height, which restrain level backfill: • Mario Galliano November 12, 2002 Page 5 Parameter Design Value Active Earth Pressure* Passive Earth Pressure Coefficient of Friction Soil Unit Weight Where: 35 p.c.f. 350 p.c.f. 0.55 125 p.c.f. (1) p.c.f. is pounds per cubic foot (2) Active and passive earth pressures are computed using equivalent fluid densities. * For restrained walls which cannot defect at least 0.002 times the wall height, a uniform lateral pressure of one hundred (1 p.s.f. should be added to the active equivalent fluid pressure). .- • The values given above are to be used for design of permanent foundation and retaining walls only. An appropriate safety factor should be applied when designing the walls. We recommend using a safety factor of at least 1.5 for overturning and sliding. The above design values do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharge slopes or loads will be placed above the walls. If these conditions exist, then those pressures should be added to the above lateral pressures. Also, if sloping backfill is desired behind the walls, then we will need to be given the wall dimensions and slope of the backfill in order to provide the appropriate design earth pressures. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of the wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. Placement and compaction of retaining wall backfill should be accomplished with hand - operated equipment. Retaining Wall Backfill Backfill placed within eighteen (18) inches of any retaining or foundation walls should be free - draining structural fill containing no organics. This backfill should contain no more than five (5) percent silt or clay particles and have no particles greater than four (4) inches in diameter. The percentage of particles passing the No. 4 sieve should be between twenty -five (25) and seventy (70) percent. Due to their high silt content, if the native soils are used as backfill, a drainage composite, such as Mirafi and Enkadrain, should be placed against the retaining walls. The drainage composites t`:�i'iia��f +sue t <:.rN.YtirAR�61,11.,V Mario Galliano November 12, 2002 Page 6 should be hydraulically connected to the foundation drain system. The purpose of these backfill requirements is to assure that the design criteria for the retaining wall is not z exceeded because of a build -up of hydrostatic pressure behind the wall. The ,i z subsection entitled General Earthwork and Structural Fill contains recommendations ec w regarding placement and compaction of structural fill behind retaining and foundation D walls. ' U o co w EXCAVATION AND SLOPES: w Nu. 0 In no case should excavation slopes be greater than the limits specified in local, 2 state and national government safety regulations. Temporary cuts up to a height of 5 four (4) feet deep in unsaturated soils may be vertical. For temporary cuts having a co D height greater than four (4) feet, the cut should have an inclination no steeper than 1:1 � w (Horizontal:Vertical) from the top of the slope to the bottom of the excavation. Under z 1 specific recommendations by the geotechnical engineer, excavation cuts may be z o modified for site conditions. All permanent cuts into native soils should be inclined no w w steeper than 2:1 (H:V). Fill slopes should not exceed 2H:1 V. It is important to note that D o ,sands do cave suddenly, and without warning. The contractors should be made aware o N of this potential hazard. 01- w U Water should not be allowed to flow uncontrolled over the top of any temporary u~. o or permanent slope. All permanently exposed slopes should be seeded with an w z appropriate species of vegetation to reduce erosion and improve stability of the surficial U layer of soil. o I-- z DRAINAGE CONSIDERATIONS: Footing drains are recommended at the base of all footings and retaining walls. These drains should be surrounded by at least six (6), inches of one - inch -minus washed rock wrapped in non -woven geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At the highest point, the perforated pipe invert should be at least as low as the bottom of the footing and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. No groundwater was observed in any of the 6 soil test holes during the fieldwork. Seepage into the planned excavation is possible, and likely if excavation occurs during winter months, and if encountered should be drained away from the site by use of drainage ditches, perforated pipe, French drains, or by pumping from sumps interconnected by shallow connector trenches at the bottom of the excavation. The excavation of the site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Any exposed Mario Galliano November 12, 2002 Page 7 slopes to be covered with plastic to minimize erosion. Final site grading in areas adjacent to buildings should be sloped at least two (2) percent away from the building, except where the area adjacent to the building is paved. GENERAL EARTHWORK AND STRUCTURAL FILL: The proposed building and pavement areas should be stripped and cleared of all surface vegetation, all organic matter, and other deleterious material. The stripped or removed materials should not be mixed with any materials to be used as structural fill. Structural fill is defined as any fill placed under the building, behind permanent retaining or foundation walls, or in other areas where the underlying soils needs to support loads. This engineer should observe site conditions during and after excavation prior to placement of any structural fill. All structural fill should be placed in horizontal lifts with a moisture content at or near the optimum moisture content. The optimum moisture content is that moisture ,content which results in the greatest compacted dry density. The moisture content of fill soils is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type, compaction equipment, and the number of passes made to compact the lift. In no case should the lifts exceed twelve (12) inches in loose thickness. The following table presents recommended relative compaction for structural fill: Location of Fill Placement Minimum Relative Compaction Beneath footings, slabs or walkways 95% Behind retaining walls 90% Beneath pavements 95% for upper 12 inches of Sub - grade, 90% below that level Where: Minimum relative compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D- 1557 -78 (Modified Proctor). Mario Galliano November 12, 2002 Page 8 Use of On - Site Soils z If grading activities take place during wet weather, or when the silty, on-site w g g p g r, ty, o to soils w are wet, site preparation costs may be higher because of delays due to rains and the potential need to import granular fill. The on -site soils are generally silty and thus are . c.) 0 moisture 'sensitive. ' Grading operations will be difficult when the moisture content of N these soils exceeds the optimum moisture content. U Moisture sensitive soils will also be susceptible to excessive softening and w o "pumping" from construction equipment traffic when the moisture content is greater than the optimum moisture content. "— C ' a z Ideally, structural fill, which is to be placed in wet weather, should consist of a z I granu soil having no more than five (5) percent silt or clay particles. The percentage � o of particles passing the No. 200 sieve should be measured from that portion of the soil w h- passing the three - quarter -inch sieve. ? o U • The use of "some" on -site soils for fill material may be acceptable if the upper o ! - organic materials are segregated and moisture contents are monitored by engineering _ ui inspection. r_ 0 .. z w = H =_ No drainage problems were evident with the property at 14201 Interurban Ave. S. z Currently, storm water runoff flows down -slope (northerly) and migrates into the existing City of Tukwila storm water system in 14201 Interurban Ave. S. DRAINAGE CONTROLS: It is understood that the new restaurant structure.and parking areas will comply with City of Tukwila drainage controls.. CONCRETE: All foundation concrete (footings, stem walls, slabs, any retaining walls, etc.) shall have a minimum cement content of 5 -1/2 sacks per cubic yard of concrete mix. SLOPE SETBACKS 1 BUFFERS: As stated, the slope behind (southerly) of the proposed new restaurant and parking area is Aeotechnically stable. slope. There are no geotechnical requirements for any setback dimension from toe -of- ,'�r Mario Galliano November 12, 2002 Page 9 As stated, no soil cuts or excavations should occur on the slope face or near the toe -of -slope without specific additional geotechnical investigation and z recommendations. (NOTE: This engineer understands that no excavations on the 11-: slope or near the toe -of -slope are proposed for this project). cc Currently, the slope face is heavily vegetated with mature trees and shrubs. o o CD 0 No clear cutting or denuding of the entire hillside should occur. J w U) u. Select tree thinning and select tree removal is geotechnically acceptable, subject w o to this engineer's on -site recommendations. u_Q This engineer observed that some of the slope trees appear to be top -heavy and = a potentially subject to wind toppling. When trees are blown'down by severe windstorms Z OA on slope faces, slope instabilities result. Therefore, it is essential that slope trees be F- o evaluated and properly maintained. z I III Lu As, stated, no adverse slope conditions were observed. This engineer o understands that the upper development (single - family residences) contain proper 01-- storm water drainage mitigation. _ ~ 9 It is essential that City of Tukwila continue to monitor up -slope residence , z drainage practices to prevent any uncontrolled discharge down -slope onto the Galliano Lii property. o l- z INSPECTIONS: The recommendations of this report are only valid when key geotechnical aspects are inspected by this engineer during construction: • Soil cuts • Foundation sub -grade verification • Retaining wall, or rockery placement • Any fill placement • Subsurface drainage installation SUMMARY: The proposed Galliano restaurant structure and parking area project at 14201 Interurban Ave. S., Tukwila, Washington is geotechnically viable when constructed in accordance with•the recommendations herein, compliance with City of Tukwila approved plans and requirements, and key geotechnical inspections during construction. '.:. u,;'' tu: stfisitd' xw;: u..,. .:w:.b.ai..:;.. "u:c;<:�.a'i,:.G �i >:iZ:.d:a'S'eY7k3 c' 3�d7t5W�tR5rxY4fG� "Y' {; �,c�In *a�r]w Mario Galliano November 12, 2002 Page 10 GEOTECHNICAL REVIEW OF FINAL PLANS: At the time of this investigation and report, final project plans were not available for review. As stated in this report, the Galliano restaurant and parking area project pose no geotechnical threat to the property and adjacent hillside, subject to review and inspection by this engineer. Prior to final permit issuance, this engineer should review the final project plans to verify compliance with the recommendations of this report. Upon satisfactory review, a geotechnical "Statement Of Minimal Risk" will be issued. CLOSURE: The findings and recommendations of this report were prepared in accordance with generally accepted professional engineering principles and practice. No other warranty, either express or implied, is made. The conclusions are based on the results of the field exploration and interpolation of subsurface conditions between explored locations. If conditions are encountered during construction that appear to be different than those described in this report, this engineer should be notified to observe the situation and review and verify or modify the recommendations. If there are any questions, do not hesitate to call. FEXPIREs 12!23/ .0o 1 1 DMB:abj cc: Dave Thorstad, Architect Dennis M. Bruce, P.E. Geotechnical / Civil Engineer 2.01 MATERIALS LANDSCAPING PART 1 - GENERAL FILE COPY - .-I f!... ■ • 1.01 SCOPE A. Work Included: Landscaping required for this work includes but is not limited to providing: 4— z 1. Landscape materials Peat moss CITY OF TUKWILA 3. Planting soil APPROVED N o 4. Fertilizer w = 5. Horticulture ties AUG n II 2083 N H- 6. Stakes, ,k p 7. Plant materials 8. Bark mulch __ w_ i;= : ^; _ g Q 9. Comprehensive Warranty covering all materials, equipment and labor c a = w 1.02 QUALITY ASSURANCE z i 1-O zr A. Codes and Standards W W U� O 512 PART 2 - PRODUCTS w w APR 1 7 2003 I— LL f PERMIT CENTER Lj j Z co A. PEAT MOSS: Fully shredded sphagnum peat. o I z 1. Conform with all local codes and ordinances having jurisdiction. B. PLANTING SOIL: Planting soil shall consist of one part well rotted and composted barnyard manure, one part peat moss, and three parts sandy loam topsoil. C. TOPSOIL: Topsoil shall be a natural, friable, fertile, sandy loam soil free of rocks, sticks or other extraneous materials. D. FERTILIZER MATERIALS: 1. Granular Fertilizer: To be an organic fertilizer with an analysis of 16- 16-10 (nitrogen, phosphorus, potash). 2. Plant Tablets: Analysis of 20 -10 -5. E. HORTICULTURAL TIES: Wire with approved flexible 1/2" I.D. rubber hose or preferably "Rigid- Ties" (t.m.) or similar manufactured ties. F. STAKES: Douglas fir, 2X2 nominal, height 8' or as required with a minimum of 6' exposed. INCOMPLETE RECEIVED CITY OF TUKWILA DiD 3 RiH{ im•eumw......,...v „xswK:,w »::�. vasty.= nee.^. wror ^:^- uu..atSrVoFlz7M "AN.X�JMti(. k11ik#�A: 1 B. C. D. E. F. G. I. PLANT MATERIAL: 1. Provide all the plant materials called out in the "PLANT LIST" and those required by the drawings. If discrepancies of quantities exist, supply whichever quantity is greater. No substitutions of variety and /or size of plant material allowed except by written permission of the owner, or the owner's representative. 2. Contractor shall acquire permission to substitute before planting. 3. All plant material shall be nursery grown. All tree trunks shall be straight and all tops symmetrical and well branched. 4. All plant material quality and size shall conform with the most recent edition of Horticultural Standards as adopted by the American Association of Nurserymen for number one grade nursery stock. 5. Provide all tree and shrub material with "Nursery Tags" to aid in material identification. ** 6. PLANT LIST Key Botanical Name TREES A. Acer rubrum Bowhall Acer palmatum Corpus florida rubra Malus floribunda Psuedodotsuga menziesii Pyrus calleryana Capital Thuja plicata SHRUBS AND GROUNDCOVERS 1. Abelia grandifolia 2. Arbutus unedo compacta 3. Arctostaphylos uva -ursi Vancouver Jade 4. Arctostaphylos uva -ursi Woods Compact 5. Azalea Coralbells 6. Azalea kurume Hino- Crimson 7. Berberis thunbergi atropurpurea 8. Cotoneaster Lowfast 9. Euonymus fortunei coloratus 10. Forsythia intermedia Spring Glory 11. Hydrangea serrata Bluebird Common Name Order Size Quan. Pyramidal Red Maple Japanese Maple Pink Dogwood Flowering Crabapple Douglas Fir Capital Flowering Pear Western Red Cedar 2 "caliper 9 6 -8' 1 6 -8' 1 2 "caliper 8 6 -8' 6 2 "caliper 5 6 -8' 9 Glossy Abelia 2 gallon 21 Compact Strawberrytree 3 gallon 3 Vancouver Jade 1 gallon 51 Kinnickinnick Woods Compact 1 gallon 14 Kinnickinnick Hybrid Pink 2 gallon 9 Hybrid Red 1 gallon 16 Read Leaf Japanese 2 gallon 27 Barberry Lowfast Cotoneaster 1 gallon 55 Purple Leaf Euonymus 1 gallon 22 Spring Glory Forsythia 3 gallon 6 Bluebird Hydrangea 5 gallon 1 12. Pinus mugo pumilio 13. Raphiolepis indica Spring Rapture 14. Rhododendron Dora Amateus 15. Rhododendron Vulcan 16. Viburnum tinus compactum 17. Vinca minor Pumilio Mugho Pine Spring Rapture Yeddo Hawthorn Hybrid White Hybrid Red Spring Bouquet Viburnum Perewinkle 2 gallon 8 2 gallon 7 3 gallon 8 5 gallon 4 5 gallon 14 4" pots 80 J. BARK MULCH 1. Fir or hemlock bark mulch. All bark shall be from fresh water source. Mulch shall be ground fir or hemlock bark of uniform color free from weed seeds, sawdust and splinters, and shall not contain resin, tannin, wood fiber or other compounds detrimental to plant life. Bulk bark mulch shall have a maximum size of 1 -1/4" with a maximum of 20% passing a 1/2" screen. Bark mulch may be bagged or in bulk. 3.02 LAYOUT PART 3 - EXECUTION 3.01 GENERAL A. SITE CONSIDERATIONS 1. All areas within the General Project Limits which are not scheduled to be paved, shall be covered with bark mulch. 2. Landscape contractor to be sure that underground utilities have been located before commencing work and shall protect all known utilities from damage during landscape operations. Landscape contractor will be responsible for repair of any known utilities damaged by his operations. 3. Contact owner immediately in the event that undisclosed rock, soils contaminated with toxic substances, hardpan or underground construction work and /or obstructions are encountered. A. Layout refers to locating and verifying all planting locations on -site. Make required adjustments in the field as directed without additional cost to the owner. Contractor shall notify owner in writing immediately of any variance between plants and actual site conditions and await instructions before proceeding. Orient and place trees and shrubs for best appearance. Plants shall be planted where shown on the plans or as directed by the owner. All trees shall be planted, staked and tied to best nursery standards or as noted on the drawings. 3.04 PLANTING AREAS A. Planting Beds: Excavate planting areas to a depth of 12 ". Till sub -grade to a depth of 6 ". Remove roots, debris and foreign material. Spread 4" of planting soil over the sub - grade, till to a depth of three inches with a tiller before placing remaining 8" of planting soil. B. Plant Materials: Plant shrubs and groundcover plants in prepared beds as indicated on plan. Excavate where necessary to provide a 6" cushion of planting soil below the root ball. C. Trees: Excavate planting pockets for trees at locations shown on drawings to a diameter 12" greater than the spread of the roots or root ball and to a depth that will insure a 6" cushion of planting soil below the root spread or the root ball. D. Fertilizer: Position the plant in the hole in an upright position at the same depth as it was grown in the nursery. Backfill with planting soil halfway up the root ball. Place 21 gram "Agriform Tablets" at the following rates for the size of plants: SHRUB SIZE RATE 1 gallon 1 tablet 2 gallon 2 tablets 3 gallon 2 tablets 5 gallon 3 tablets TREES Each 1/2" trunk diameter 1 tablet /or Each 1' height or spread 1 tablet Place tablets, evenly spaced, around and adjacent to the root ball. Complete the backfill with planting soil, tamp and thoroughly water. For groundcover plants, place one tablet in planting hole halfway up and adjacent to the roots or root ball, fill hole with water and backfill with planting soil. E. Watering Basins: Form a basin (2" deep} around each plant for irrigation water. F. Support staking and ties for deciduous trees: 2" caliper trees and under: Drive 2 stakes into subsoil under planting hole next to each tree, one stake each side of tree trunk (refer to detail on Landscape Plan} . Use approved 3.05 BARK MULCH INSTALLATION 3.06 MAINTENANCE 3.07 WARRANTY horticultural ties to fasten tree to stakes. Install bark mulch to a uniform depth of 2 ". Final surface shall be of professional quality, free of depressions and humps. Blend into adjacent surfaces. A. General: All plant materials shall be kept alive and in top condition, and all other work done by the contractor shall be maintained by the. contractor until final acceptance of the project. Maintenance shall include watering, cultivation, spraying, fertilizing, weeding, protection against vandalism, protection against erosion and weather, and necessary operations to promote the establishment of the overall landscaping. B. Plant Material: Maintain all plants and planting areas, including watering, fertilizing, protecting against erosion, weeding and replacing any deceased or dying plant material prior to final acceptance. A. Time Period: The Landscape Contractor shall guarantee all materials and workmanship as called out in the landscape drawings and landscape specifications for a period of one full growing season after substantial completion of the landscape work. B. Warranty Inspection: The owner or his representative will make an inspection of the entire landscape installation at the end of the first full growing season. All dead, dying and unhealthy plant material shall be replaced by the contractor with the same kind and size as originally planted. All failures shall be repaired. All repairs, replacements and adjustments shall be done without additional costs of any kind to the owner. SIZE TYPE A B C 0 E F WGT. si' 009• 14 3 6 844 111 in in in Fi g jg� g: 16 344 6 21 5 8% 1394 'II I44 41 6 6 61 12 10 T49, -- 219. �-., -.-•r ,,. 7 y4 - 13 007 721 774, 289. 2 5 61 31 61/2 1294 31 — �'! 121 8 /. 0075 12½ 261/, 29 264. 31/. 29 visor 26 - 'l 91, 71/2 �r 61 4 b09 299, J 007 30 ' _ 26 2- 007.53 21 61 694 00 / — S 261 007.5 009.SS•S 2694 61 10 4 1094 121 364, SIZE TYPE A a C 0 0 F WOT. MI ,. 007' 14 49. 51 694 99. 007.5' 169, 49. 594 29. 6 e1 111 1 . 007' Is Vi M 6 e1 10 007.S' 219. 41 5 31 7 694 13 007 2494 11• 007.SS 191 6 7 — — 121 259. 0075 29 007.06 26 59, 79, 31 61 4 1294 299, 007 26 2- 007.53 21 61 694 — — 121 261 007.5 349. 007.634 261 694 61 4 101 121 341 VIrW111PVIPI'Ev i was Heir - y 009QT Series Reduced ( sure Zone - . • ' venter Sizes: 3/4", 1 5 , 11/4 / j 2", 21/2", 3" Watts 009QT Serie Backfle Preventers are designed to provide protection of the po - water supply in accordance with na- tional plumbing codes and water utility authority requirements. They can be utilized in a variety of installations, including high hazard cross - connections in plumbing systems or for contain- ment at the service line entrance. This Series features two in -line, independent check valves with an intermediate relief valve. All sizes are constructed with NPT body connections and standardly furnished with ball type test cocks. Series 009QT has quarter turn, full port, resilient seated, bronze ball valve shut -offs. No. 009 has NRS gate valve shut -offs. • Modular Construction Renewable Seats • No special tools required STANDARDS: Tested and certified under the following standards for reduced pressure zone backflow preventers; A.S.S.E. Std. No. 1013, AWWA Std. No. C506, FCCCHR of USC manual, section 10, IAPMO listed. PRESSURE — TEMPERATURE Supply pressure up to 175 PSI. Water temp. up to 180 °F. 11 I6 14 12 11 IK' 2' 11 11 79 >/ 4 51 Y 7e M q I■ 111 III 171 14 736 116 179 IM IN 7M FLOW - GPM 007QT Series Double Check Valve Assembly Sizes: 3 /4", 1", (11/2" and 2 bolted cover) Watts 007QT Series Double Check Valve Assembly is designed to provide protection of the potable water supply in accordance with national plumbing codes. They can be applied to a variety of installations where the degree of hazard is considered to be low to intermediate. All sizes can be installed horizontally or vertically and are standardly equipped with ball type test cocks. Series 007QT has quarter turn, full port, resilient seated, bronze ball valve shut- offs. No. 007 has NRS gate valve shut -offs. • Modular Construction • Renewable Seats • No special tools required STANDARDS: Tested and certified under the following standards for double check valve assemblies; A.S.S.E. Std. No. 1015, AWWA Std. No. C506, FCCCHR of USC manual, section 10, IAPMO listed. PRESSURE — TEMPERATURE Supply pressure up to 175 PSI. Water temp. up to 180 °F. 12 CAPACITY 11 • I' 194' 2' ' 1'I�rfa'ilx: 1 {..4fi ' ,i -7.4 i. 1Y . i a , •1 . SP@ JUL 2 2 2003 TUKWlu.i SP@ CP, Of Vt011A ;i; "aat91Y ECrin ffix S S_ Ars _ ptoVt.ATuR FILE COPY 'SS models have same dimensions and weight. $$Dimensions In inches (Wgt. in lbs.) t OPTIONS (Options can be combined) Prefix: U- Union connections. With bronze strainer. With stainless steel replaceable check valve seats for aggressive water conditions. QT- With quarter turn, full port, resilient seated, bronze ball valve shut -offs. LF - Without shut -off valves. CORRECTION LTR# 'SS models have same dimensions and weight. Dimensions In Inches (Wgt. In lbs.) 74Ir nr V. OPTIONS (Options can be combined) Prefix: U- Union connections, ,.Suffix: S- With bronze strainer. SS- With stainless steel replaceabl check valve seats for aggressive water conditions. QT- With quarter turn, full port, resilient sAntpft hrnn7c hall %fol..., . Y:-`• t� ,r::.r+a•..ue.;r:a:u::..I,i9 "i'x l .w.. ; -,... .., 4444 ",t ..r . .,..r r•. . ()F l vwo n1 4 .111y 2 1 2003 PERMIT CEN 1'tFi PRESSURE DROP - PSIG PRESSURE DROP - PSIG < MAR -19 -2003 17:29 MODEL NUMBER GHR.75 GHR 1 GHR2 GHR3 PIPE SIZE 1/2 " -1" 3/4" - 1" 1- 1/4 " -2" 2 -1/2" - 4" INSIDE LENQTH 15 26" 40" 67" INSIDE . WIDTH 6" 10" 15" 21" • Length and width #'s are 14" above grade • • "GLRN" = no heat and no insulation • INSIDE HEIGHT 19" 22" 30" 43" SHIPPING WEIGHT 18# 25# 45# 135# BASE DIMENSIONS 30" x 24" 40" x 30" 50" x 30" 90" x 40" • "GHR" = with heat • "GLR" = without heat • • Larger sizes available in our "Classic Aok" line • ACM Aaola NIIArC FAM 1 L 1 Hr� rwHt. THE ATTRACTIVE ENCLOSURE . THAT ENHANCES THE APPEARANCE OF YOUR PROPERTY MCxFLOV VALVC 0410C AGCI 14 INGt'IL,afS - � CLlm Ito/FONT SOD 144•I01T ADO AICNOQO IT tTAFLC tVCrAILCD ICLOV) CAAaC I. rxav1IC ArrLICAp,C CTt P10TCCrC0 rOVCR. (U.. STNL M2-NOM Iad1IC COCIam res PCP4)IAII•G %ECAT. )A:.M1 AT LCABT c• AIOVC AN•1 vwrC■ 1r7CJMAOC or ANN K+•A TMC rleC;AUCA PI 1,( OctossAC sOCrol 41K - Cr - KS LCCAt. COOC. 1. P134 A 01.4.1. cO•I.'xtTC PAD A' HMIC•I *IOMID YAWL st.t.avIsc A $INIPA.M r AAOIAI P0CC K1VLC14 VALVC AMOK AND PAL OR • rCUP A TI' VIK • t' 0[17 rams •r Goal Dra /OA AJCNO/ MIACI MJ 101 Moto / L CX I I MG ►oA* . 3. ►LACC MOT ROC. 01(1 VALVC awn pA0 OA r00TCI. Ho± 13ox. 250 LANE AVE. N. JACKSOWILLC. rLDR1DA 3225.1 (104) 786-0204 (100) 736 -0238 FAX C 797 -6965 nST0h/ •rr.hoc- aor.con RCS 1 • TICS z • 1 RCN/ 3 • 4-21.m I CKINCCI / C MTUCTOA iL'ALC• N. T.S. VALVE & PUMP ENCLOSURES LIT-41.41 I1Mt SLAG OR FOUNDATION TITLE • GLASS HOT ROK INSTALLATION GUIDELINES' SCr. / DIX(R1iJr0R SOX T LOCAr10N • CATALOG DRAWING N.7rC• IoR It CONITR.Cica or rtiCICt IC(I+rOACCI IQIM. l»SLI.ATCD VITM rQLTItXCTAAAtATt %• 0. I fI•IIt VIrN CITC1sps. rINLIMCI U' IIPPMriMIIC Ocicb)r. IAC7:LOV VM.VC Min ACCX L IFT LIEF OF'S (GLA. 11. GLA% AM1 0LR) CIT yOFr L ntp 0 4 LmTt►o CTA>LC GAMIC /. VIC A 0.ZO%AT PIT 10 pAILL n411 0I0-04 MINGG COMO a, rI4 •T COCYLTC tCIM MO 1CL.T ruNLT 10 CL1CI(Tr. A •• AND KS.111 ILCIT'IG TTAAIC. I. MI SOPS L4IhG 1clr ICy.LAtINC Tut N(AT =act, goyim r•r( TO v.ivC vlrk 4IIC TICS ZK CLCCr1ICLA+r1 TANG so COVCII►G 1= IQCLCS. WAT. TI%c mot AC1t o rtSV11(I rK NCC't.S.N.tT IPCS LATIT?t r. rlt.4 TMC f1441 SOUACc WO NC SrccirIC) CIAOIIT, Nita VCAIrTING r'•CrCI VQ.TAOC. A LD'CO lot AND UNIX ItArLC VIA PAD LOCA. ii h dl DT/DATE/DWG SDT / 2 -21 -01 ROKINST4 ArrAOrtrl/DArC • OUOTC NCI• TOTAL P.O" 'N'.Mta "ia D y MHK -1 * - dkOU..) t , • G. THE ATTRACTIVE ENCLOSURE THAT ENHANCES THE APPEARANCE OF YOUR PROPERTY STANDARD COLORS Granite Brown Desert Rose I n. ..... THIS FIBERGLASS Rox HAS ALL THE FEATURES YOU HAVE COME TO *EXPECT FROM HOT Box®, SUCH AS: • ENGINEERED FREEZE PROTECTION s TESTING/ MAINTENANCE ACCESS • DRAINS SIZED FOR FULL PORT DISCHARGE • VANDAL PROTECTION IT'S VERSATILE ... • AVAILABLE WITH OR WITHOUT HEAT • STANDARD COLORS: GRANITE, BROWN, DESERT ROSE • AVAILABLE WITH OR WITHOUT INSULATION • AVAILABLE WITH OR WITHOUT DRAINS Plus, it's the best looking enclosure on the market!!!! • AESTHETICALLY PLEASING • BLENDS IN WITH THE LANDSCAPE SEE REVERSE for HOT Rol4, SIZING & INSTALLATION GUIDELINES AVAILABLE THROUGH WHOLESALE PLUMBING/UTILITY DISTRIBUTORS THROUGHOUT THE UNITED STATES AND CANADA MEMBERS OF: AWWA, ABPA, ASPE, ASSE, AFSA, NFSA & USC FOUNDATION 4( VALVE & PUMP ENCLOSURES SHADE M1 • Ghost Lacef Claret • SHADE •1f2 Sunset Clay • Ruby JACKSONVILLE, Ft 19041 796.0204 ► FAX (9QAI 783.6965 (800) 736.0236 http://www.hoi corn E•moil: 4o1•19ho113oa.com 360601 GAti/4 0 s G vC/M4 FILE COPY ♦ }h' j''1 :, Pl„r rhr rk :i�lnrrIVr31^ orn 3/.x//03 I , „ - ••� n�' , � - 20 - -3— . t_. ... - ... GxG OF '�Z _. N • e (02 vb • b a} Di a:itg.Q { AN it t il \I C11 IS " r /rt� N a T/LE FT6 -... /Pilo 350 '- (I)2' \ v 1 A-- w/ (,)'y EW u. Ca ao v Y X y .. w s P &I C 6 ,o N X 4 N IL • 00 0 VV H F h 8 ' w 4 L q/ . ( i ) ZxG 8I c(/) z C �x8 DF �2 r G1XEDF• */ V /2 "OL 9 P -V4 a : o N to /W' etDC (2) z ; _ LiSDDF1+2 ; ;off G%6 DF 1f/ ax4 vF +'Ii G N8'tor �z RECEIVED CITY OF TUKWILA APR 0 7 2003 t)D ..... ^ oatt S. John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 98390 -0050 (253) 435 -8865 or (253) 862 -0197 l Clla1ct - 1 ( 8' N 02)77E 6row'ti'S SHo w'J(• O A A ZZ 0R 1177 74 smPSON v 4 4' GxG B 6) 2 PIRES: /2004- 7 / x // `/ G 7;,2 __._ G 414/Awl c'Oe tl 7¢a6S 5; 3 /.1/ /o 3 So Roo, revs sWs ---.4 /Vii ( W RE4ar/av #1C25 /2OC)F2F /317. /2•0 /7001/10 g /2oo /3to /%F MISS C Reeler/oat) = 2 y,'C L (L /NE A) 2490/ (c/NE/') 3.flF 2!' /5 So VSI VANS' /IS 7/Si 40[ nit -� i I2010 /3.5406err 5 c/S SORr 7%OS S ; 4 8 x /5 = 720 ALP revs = /4I 4Io #` / /y,o beAR IN 6 J. er,c4/a : 87sO 7 a0.4/ w /ePsF : >opa °Rtyf yea 2 Q88PLf 3 58 PLF 358w 44t/So: 315,04 #8,4144,(22/0.1 929,28 /B x G x 47 /54 = 73,31 /. /31744 Pik = /230.34 Pa +31.4q0 = /2o (2/N ,v) /350,36 fkr R _ 2 y oa A*1.1,4 M05 R6107046( Z) L = 2635 Y4'a 2o' ire oti p PER x /TO//EAJ (7)10; A _ d/Sk /d = Y50 Pl. F 9D0 *7 2. 4 # ` d c !1E40E45; 4S'. /3SO '' f t ' PI 4 14 ,j Fr/ PtF /2' Z/NE N: S =04 Bx 24a0 / 1 4 10 t , A kJ/eau/Z.0 3 /yoDKSw /,S' SGwz R:piaok4, 42 Q ra ys s RLIC r/cw = 2#00, ; w /2 a01.01.404 24/ -V4 I 738 'N A " 4/,.'" 's gaits' 0,K.. John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 98390 -0050 (253) 435 -8865 or (253) 862 -0197 = 35Bw 4/5o 42,16 48x444x = I1B2 11 / 3 s V50 4.48 6:41 A/Vo L'' tic ic;:4 3/3/103 Si 2 '+41320 -.-.. 8S`kI,l5 0 5 716)( 5''''.5314" /320 K ?'75 3430 t e R G 1 cat , r ,'1G o -= 5, 6w /* S: 440 Psi oM � LINE K : /2004. 70 PO 10411.I,9M /270 PLF /2.7 oldM �/Z 2 _d 0560/d5 l ; /275u 1G2.5G,.v< G97, 11 20 *1000 LINE N; 72do sr t 9 d 8 " +w"a1 = /2y0P[ f 7,4 3 Gx8 Op #2 8875 x 7/5r Atir /"5 x x55 28,55'm C *143 , f af4M Et4 or' sc1 :eat MOSS SS ; qtr= 7 20 + 9e 8#4 .0m1L = B/o PzF �-` 8 /0 (¢,5)2 1 2 24.45,N �x 6 DA 2 ;'.73 6 x B 75 K�,iS 5x /0 /9,45.41.< 1r 30�w` /Q= 8 /Ox2.z5 = IBZz d5�r� 9 � eEAM CL /N E c); G(l' = 45OPIF / of l r / 1'cf / Sof,' 590/'c 590(9. 5) /L �> D 3 �X c 1 1 / Sx/350x4/.`;" A = 590x46‹ 36. z: < e3 5 6 .5,0,W (G /NE E) : a,,' 3 'DA' e ;' (x /a DF #Z R 2508 , ' x`: 4,5' 5 N (ONE F,) 5'ovE,¢ evrlly booze; s - ; SA9r6) .. 81 8 75K, , i5 L /NE P.' /U' = 2v, 5 - 34 Je 4t1■• 5/N Gx/o £F * 8046,0 < ci12 AF ' Stt en,N L G 3. 25/.4 2. /2 Irk 3 = 2663 57c F Cx of # 2 • ; /328 O. 358,2r.,44414(10)÷,0 508PcF Gxa G,='K/ 5-08)( 2,75 / � x8 1 F 2 + 80420 = 3 /'c r DF 2 23. pa l 2 $75x,,.5 = 3 G , o 0x�Df �K GxBDF 2 John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 98390 -0050 (253) 435 -8865 or (253) 862 -0197 _ l2yei: Z.ts� I71y411 89S : 24,2'7IN 27.73 397' /445 W710 uF R . 9,15 6 060iL * x/Z DP#1 Gv 8 x 6 DFitZ G *8 Dr * .x /d DF # Z PIRES: 117/200 614 DF * 1 GKIb DF *Z :rta'^a:r C/ L l /Aii/O S U e / A'.4 3' 3/ 4 3' c FDOr/N -S.' L /Al N . ' 4,50 PGA- -70- /30Pt F w 4l 1. $8d P /t 2'5 ►6 2so8 1328 1328 280; 1 1 , /5 "WIoE 51"; tt /2 bt toc.Alm ---- / 4o0 /tF 2 z /U / 4'A )/(3)*� E it/ A.6 . •%p a.yto t D" 3936 wis ' /231Ns,. L /4/ 6 it /2 o0 / / al L c = /320 /'! J 'r ( . )d'. /. -i'v John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 98390 -0050 (253) 435 -8865 or (253) 862 -0197 4/ /5"11/4). pf,v,1ETE2 F 7G /D 54 4 0 I n PAD L cJ/(3) ¢ kl ADD � x2,� Ar E>v of 51/av 12 6-Lui-rn / x 19 10 " PAD CA) Liv& F 9 : 3 " /0 FI2014 4:457 - ESr 1v4 41S, -1- 5'''cv,AF Fr6' d,) GlwE F LeocrN nF GvA1-4(501) Sv a /7EA,AT 5rAris /487 S SAMiL /8 "w/DE MINI Mt 1 w/rH 2000 P$F ?NE FOOT iad S /GiU b ARE /5 "t4.ot a /0 pip P/2ESSv PADS AkE 21 5 #/L PRESsv,ee = /ADO/', / /253PsP 2 g 4 i L 14 JO s eve/NA 3S 44reRAL; J K tos.S w 4 % 99' • 9i 200 rot iG6 7.9 (` 2446 o. 15 zsz,t5 ;/ to yi,5 - -15 7 1 5Y/ ;,2 )1 ri.f J & 5 OWN C p bum (ter la) L4 TE/ 4G Z e J t i 6 r 3 ca d414/ = . / I, 82 PSf X c.0 = I o'.2 PtF Ne (F0t1,2 +1.4) = 9G, t ris. 2z )( 5Y = 98,28HF 1 1* i54 3o.$ /s ......�.. 51,14.S.' 7/�S 13' L4 A'&, 80npN A4PS I t 3. t r ! 762.—.3-0 �, .-/.5 /S, 2 ps F • 4,543,2= 85,8rts / S- 2o /40'5 _.. to /S's t3'4,7514-r- N P 9181 91 nr $0 12 G /6,70 O'7S5 19775'S 134s"75 Ptr 60 Vt a- 5'x l�,3PSlr x 2 � 4.75x/3,2x = /y85,00 99 rLF ._... .. s,4 178405 2948 Z. John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 98390-0050 (253) 435 -8865 or (253) 862 -0197 Vk U Arta 'fl 54ttAR. WALL s V : )9x113144746 + /"4475a Sox Vc • ZD /�3 w % .}. 99,c 2 x 7 6 1 - . 0 v = V = ?01,3 /21t 504, K 99x 45/50 7 30x/34,75le 27(50 9908 tt 3 / 5 b n./4 F1 = 3 56 2, 35 , 2 4'= / :t IC( /110 D14PHR44f = 3542,35; 32'_ / /Y. pif• P414 ro f ' r G = 'yg7s,75 1 28 = 1 7 4. 2 Sy r" ,114'" ii)N rl - X 1 '1 t 3 eLF 4 l ca ,¢ooF 1/ _ : 3>>'x /07.2 = 3 Z7 G 2 r' 41, G,' To'r�c. Sd /Sr1rG *" , = /9e6 lc /3wI 'w. ~ / d.2 ; 3780 ,tt /SM/C w,4cc s CdeK .. 4 50 � ,5w Z 75.14„ ,w,� foorr /ir %tS ✓:)/1.1 y. �ok,/ zzr vs 8438 �N C4Poctry = 230+ 24 ' 5,5-7 ° 5520x 2= / /440 ni a,X VK amen,/ 23D (29 a Q ;b"(aa�,�fiYq ?P \ YoV = /02.3 PLC /475, 010' /85'9.5 0 27,72. 35. 2; 35 5 UM 41 tt" 1•ttrlJ CU, S, P,, 84( c k0 atS , /���e Fl ct.v; r9:acic ,10, ivr s T:�r} r��'T33%Ya�i }M� i[Tlpdgt }gr. car' t i l,e/VO / 5 CemvA 3 if/ OS 1-AreA44 N — tArE/ZAL Co tir'h; f7itE Roof D, t, C' /o ?sir O.v N /GN iedoF /yxlo: /,4Psf I le 4 PSF 30 3 49 * Z w cc w2 J O 0 Ili w uQ w Z w 0V4/4 as o wW L0 w z 0 H = o 4. G is /Z'k /• y -- / o o, 8 ISr/ele /.4 _ 33tr rite Sa/SH/c r. 2 1040. a ii. SE /srnc PROM /S" /Sr le RooF: uhicot 5:4 ,lµ = , 21 a a . /3'N /4x/ f AVAILS 2 3VP0 " 12450$13s .!Y = 2 9 / 2 A RP' as3ax/3K. 34,8 TOTAL sE15,40 � .: �� a7, 4 // 960 V 24' : 5'520 \/ 028' : € 4'4 $/th eotrS '¢ ' 7.33 r. (9) OM 53# (tin 4;4e/36d w (5) * WALI. �� � ofNE12 wA�t S �o-d.c ETC fo/t V N w��t s vs� 5 :4 1 4i x /o�� '�'� •� .444v, ` Pat cam f ,F-W t,A T i/ZA 4.; Dot, Raop merits 2 3PSF k . ty 3. :2 PsF AL, Aesop. /Ora/fu = /5P 2.1 ?Sr Del., / 21 = / /! aZ pzP A TO 6: 3o'x 3.22 VSr 9C,4PLF x d 772.8 roe; 540#w 3.12 = ►Gl PIS *8'.= /288,0 C' ro . 3 s)c 3,12 .. 2 I It $ 2 p rot: 4./x ,',22 4. 2/w /• sz en, F: 5' 2)( 3.Z2. rok 5'4x 2 ' 1 'AL,L s 7D YER ) • II" 110,12)(4 at 3,6 38.2 2 / 3 2.02 170.24 2.042.8 /6/ x V /2984 /05 x 2o 21OL'� 8095.36 ' John K. Bastian P.E. 2 � 3 Structural Engineer P.O. Box 284 Sumner, Washington 98390 -0050 (253) 435-8865 or (253) 862 -0197 • 10710 Gt tc* EXPIRES: 1/7/2004 . x...4.2 '. z aA t414A/o $ CPC /N/1 PAUL 5; P�F A ro 8 : (2) /5' K /Ois><x d Y ./yx% = 1 G 8 - f 772,9 9y0, 8 4 � 1174 c 1,8 /S x /0 s d ,, , /44 6+ ?/56.8 4. 12 88 vt l ��y sa = 180,4 98 4 /3Y/a ax.�'lxy�= . 72.14 C ra b : 61(1°11 x 4z 7844 t ae�'.48 � 82,0� .'�-� r1o,r •4 198 #/3 ')r/)(# x »• - E ,4 /5xrox /2x, /$ = 1G8. xy 03 w /o x /2x,/4 •2 /09.2 (2) 7 * / a � /7 x . 2351'2 e rt, F.' /0.4 d x./4 84 ... F 7 N 208.4 /40x24x,/O 448 3(4. /ox 26) ,' /`/ " 318 Gtr /N U : 2C1 roe le if AVfMAGI /l II' .01t/S,4 = 1,7 5 X /4 71,5 3 r, /g.2 " 3914. tip /3'2 794. /98 i1Px'k 7220 WINO e /3,5 (04,2003.0 108.5 et. Fx l.o� vs( tw/mo fog V's: VA= / Ss 4 = 792 � 99�us Y ' 8 V V 1 - / 9 k 8 : /04 8 •99,4F V/,1 w6; // 8114* ". 4 /9&PLP D /98 x r /594 G � ZC.S" .. 1,/x : /98X = /1482 *" /57Plf t o9x/ VH / ”4 / 090 ,x, 4 = 2G pat ON L /NES , o N ; A 0 , 1 1 7 2 2 4014 w . rr /6 4 ` '11! �12 L r/6 DOWN LAYOUT UPON c D � B I 4 .4 : reRA 2/78 by2, 88: 2555.281 42.1 2121$1 > 198 /288 :No%9'`s :/80,4 r 198 John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 98390 -0050 (253) 435-8865 or (253) 862 -0197 � �3 f 2/00 c 1924%1°4-20r- > /0 if}PX /O�rSItL /Sot r /'O C. (2 M, N (a.) ( • (4) ON (2) G P,w, P4NCLS G as 8d 644 1' / 2 ot (c )LI Ai‘ /,(,SI° SNFI TN1IJW /s 8d cG ",c EDGES EXPIRES: 1/7!2004 / 2'bG plea altar /o c) 98' ?9931 9' t 'I F sect dotrS P,w.(ws 81 Ca4 /2ac aotrs - Vitt rrncKtu -L4a To d (»4 .. /ifrv / f CvC //v#4 'b/J/►o',p4770/4S i S'er Cil LG r Zf/, 45 ' /8 "Amrs .4X4; geaR 2aoo ' S /L /"FP t/$ Eb ,4 r /oac, /Sr 0/.&, d gem - µ*i anLa ra.J # 3 C H 4 , v s E D c d N Aiwa, 4 . cn'/ re4 7, C oRx r4 r ,/ o /STS if /r i//I•,e / Cfj} ,e ' .r.d17. r /AL i ER. /° Oref'.9 p .1 vt.4 *At Iviw Nor4rvot/. #4 _ 10014 147 c4:14( sWeET' 2 -- R o of Der /cI,I 4044 1.074,4g is !Sept, rH /$ .v L t o w$ VP 7t) iD eOt AOR roc. 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Ziwergr./urio¶2 4 3, 6 Ur 100 John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 98390-0050 (253) 435.8865 or (253) 862 -0197 SAL EXPIR 1/7/2004 Collons Engineering 5205 NE 18 Court • Renton, WA 98059 p: (425) 228 -9283 • f: (425) 228 -0590 Project 14201 Interurban Avenue South Address: Tukwila, WA Owner: Mario Galliano 4330 S. 177` Street Tukwila, WA (206) 683 -5059 Architect: David L. Thorstad, A.I.A. David L. Thorstad, Architect 406 S. 289t Street Federal Way, WA 9800 (253) 941 -4850 Structural Bryan Collons, P.E., S.E. Engineer: Job #: 03 -069 Date: July 24, 2003 O.& D JUL 2 4 2003 REID MIDDLETON Galliano's Cucina (lateral analysis only) CITY OF ARROYO AUG p g Z t 3 AS NO1EU FILE COPY EXPIRES 11/02/2004 D o3 1 04 k'J i t l !: ..w); i k N4AX0:" PltF ., . Y;KN7f 1 ; ; 'QL, ;v1 fe ga is al si V 1- 1 d h A . R ii it !l I IF x 2 i3 It 11' 1 P a all; gl i; i a #! 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IONS 1 501411 r071111/ 10,01066 Stepped fixity 6 Winn N71Trg Schedule 16 • •JNIM IOW MB NM Sind Ponstalials 3 *lop tieing sdhid° 8 m tam* TORS treat TO WWII ST50116 -T! UWAA3 C•2705 O RAL rLYNW Nem71M t0 nos mono yam* PR WA 1511 5064! Ma PM MAW m 504.514 0120100 OF SIRA15.R 445501501.4. 1117151 10 S• 4 11104-11 CAlM04C.. ISM PER RIX TCC0 mum CM 11 SOWS MTATC 10' SILOS Mt 1010044 504040 OR PLAN 10 15815142.180114 PR 50o7L! IF TO k' Cr RAT 154 14110 R PLACID ICC TO A0 M 165X111501 Q 5010011 POST MRA% 5 AWL STI0 AS ROD. TO 5.0401 50.15 55.150.15 46 WOO 11000 DOLT SD! FOR 11X16 5.00. 661 CATN0647003. NOQCLOM 10 5411144.41. m '+I M1L 40110113 AR' 41110 ant kez 0' CONM VMS Pa 9(14 PALS NM!115000 OR OSC 9(AM1s. WV= 94456. 6'4 0 NAM. !OS! MUM MRCS ro AL PA/6 4011311 5(14 MLLS TW. 54A110105100071AT! rim% roasts PITT Sd NAILS • 170. P144456 MORS SMALL IT !PAL= AT 142 14711001 W4. m 17•6 AT 40.OS*M Pots 5060 Warr T 101145. OR NOI 442 PALS S1441 10 STMSOEO 1102 PAM. CA/ KAY Exam No FLP. m 1102 POLLS M! mute TO CMH SO! 11 MU NO W14.9M*M 00'1 T14X vac. PMC..0Mri 94h1. 150 Turks, 01 01INTONCO mmoms oRP10/4169141It 5 WW1 101 NOM) Ala 1WS015401SOCAT7ORLS56 0,CALLCOTIIFO6t00)X41M.9( 1155111/ 4TQFLAGm /IN M LOWR0.41 MOWN 10006110 nos NO MAR MU. 1! C0e0R19 10 MT AS ISDCM6. 0) P44L 9(4414 MIL COW Pot 1!3500 MA). LIMN At 5)45 WAWA MO 944110 5.003400 41780 00141 m Sd MALI MC TO K 019 01551614 lid WS A1C ro 100147 0.41(104 NO A /105010 55.' 181.01S114. 1111.4 91141 Q 16545.45 50 M TO OM SNT Of OMR MUMS OR 10(1115 T4 PLY/820 9(1110146 m 954501 HMCWw4 arm. .45 MY. 0 II) 5144). 15 IOTA/024Th TIC 4110P1AT! f410C10 PR M MM11M0R VELI Y 11106 M 180 7474%' MR 51000 AT NI *10 11.54 0 SU. 05410 51411.15 So 10031.4). 5135111 SQ 174 I Pot 1550101 m b 171041 MiTS MAT a USm 4424002 M 4/5/0052..) 566€.66 IS Im.00) DT 04445.5 0 ATS MAT 10 9C6TIMTD 401 AMP Shear Wlt sa6ar6 20 0 4 452 DODGEM m imam. s 71OM Galliano's Cucina 000 A.hd Adis 14201 boot n Aw. S MIMI, WA 000 O.s Male Gal= 4350 S. WO Stott Td-A, WA F (205) 5115033 000 LATERAL ONLY MI MY FEW p TO103 Pwttirt Details 01064 ea T�- SL3 SHEAR WALL SCHEDULE HEM -FIR MARK CAPACITY 0 SHEATHING BLOCK PANEL EDGE NAILING ® ANCHORAGE OF JOIST OR BLKN'G TO TOP PLATE BOTTOM PLATE ATTACHMENT FACENAILING TO WOOD BELOW ANCHOR BOLTING TO GONG. BELOW 0 PI -b 230 PLF 1 46" COX PLYWOOD or 0.5.5. YE5 IOd @ b "oc A35F @ lb" oc 12 Ibd @ 6 "oc %"(I) @ 48 "oc PI -4 350 PLF 1 46" COX PLYWOOD or 0.5.6. YE5 IOd @ 4 "oc A35F @ I2 "oc Ibd @ 5 "oc %" 4) GI 36 "oc PI -3 450 PLF 1 46" COX PLYWOOD or 0.5.B. YE5 IOd ® 3 "oc ® A35F @ 8"oc Ibd @ 4 "oc 5 43"4) ® 32 "oc ®i® SHEAR WALL SCHEDULE NOTES: SHEAR WALL CAPACITIES ARE BASED ON THE USE OF COMMON NAILS FOR 5HEAR WALLS WITH PLYWOOD OR 0.5.5. SHEATHING. MAX 5TUD SPACING : Ib "oc ® PANEL EDGE NAILING APPLIES TO ALL PANEL EDGES WITHIN 5HEAR WALLS. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH 8d NAILS @ 12 "oc. FRAMING MEMBERS SHALL BE SPACED AT NOT MORE THAN I6 "oc. ® FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL (OR WIDER) AND NAILS SHALL BE STAGGERED WHERE PANEL CAPACITY EXCEEDS 350 PLF. ® WHERE PANELS ARE APPLIED TO EACH SIDE OF WALL AND NAIL SPACING 15 LESS THAN b "oc, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3" NOMINAL (OR WIDER) AND NAILS ON EACH SIDE AT 2" OR LE55. ® IF GALLOUT REQUIRES BLOCKING, SHEATHING MAY BE PLACED WITH THE LONGITUDINAL DIMENSION VERTICAL. STUDS AND PLATE WILL BE CONSIDERED TO ACT AS BLOCKING. © WALL SHEATHING SHALL EXTEND FOR THE ENTIRE WALL LENGTH AT THAT ELEVATION AND SHALL BE CONTINUOUS AROUND OPENINGS. ® ad NAILS ARE TO BE 0.131" DIAMETER AND 2 1 6" IN LENGTH. Ibd NAILS ARE TO BE 0.162" DIAMETER AND A MINIMUM OF 3 IN LENGTH. NAILS SHALL BE INSTALLED 50 AS TO NOT SPLIT THE TIMBER FRAMING OR PENETRATE THE PLYWOOD SHEATHING. ® SIMPSON HARDWARE (LPT4, A35, A35F, 4 HI) SHALL BE INSTALLED WITH THE APPROPRIATE FASTENERS PER THE MANUFACTURE'S SPECIFICATIONS. ® USE 2 "x2 "x PLATE WASHERS AT ALL ANCHOR BOLTS. Q SILL PLATES SHALL BE 3x NOMINAL THICKNESS. SEE NOTE II FOR EXCEPTION ® 2x NOMINAL PLATES MAY BE USED PROVIDED THE ANCHOR BOLT SPACING IS REDUCED BY ONE -HALF 0 A35 MAY BE SUBSTITUTED FOR A35F Shear Wall Schedule 'it xtP : '., a31 L: `i dry sR e, i SLro� i u� fii Y...ww+�1.YVa�+wIK imN.;i W$'Yk V.Y�kYntV.v3f:�iMw.r:Y.w�.p nn CCI rIC Cl) CO CD 0 0 0 w O 0 0 0 z cr z C, m m ao 2H W re 6 JU 0 0 co 0 J = N WO 2 u- Q co i d I-W Z = H Z O - W • W U � O N O H W • W L I 0 .. Z W O = ' ~ Z PLAN MARK HOLDOWN QO POST, NO. STUDS, or BEAM BELOW O (MIN) U.O.N. CONVENTIONAL INSTALLATION BOLT DIA. EMBED. HD -A STH014 or PHD2 -5053 (2)2x U.O.N. ON PLAN (2)2x U.O.N. ON PLAN -- 14" 3b "- 55TB28 12" HD -B PH05 -5D53 (2)2x U.O.N. ON PLAN 36"- 55TB24 20" HD -C PHD6 -5053 (2)2x U.O.N. ON PLAN 1 45"- SSTB28 24" Q HOLDOWN TYPES REFER TO SIMPSON STRONG -TIE CATALOG C -2003 O NAIL PLYWOOD SHEATHING TO STUDS RECEIVING HOLDOWN PER SHEAR WALL SCHEDULE PANEL EDGE NAILING QO MINIMUM EMBEDMENT OF STRAP OR ANCHOR BOLT. REFER TO SIMPSON STRONG -TIE CATALOG G -2003 STUDS PER HOLDOWN SCHEDULE OR PLAN HD SERIES HOLDOWN PER SCHEDULE UP TO • OF FLAT SHIM MAY BE PLACED HERE TO AID IN INSTALLATION OF HOLDOWN ANCHOR BOLT SIZE PER — SIMPSON CATALOG G -2003. L ADD'L STUD AS REQ'D. TO COVER BOLTS THRU -BOLTS AS REQ'D FRAMING CONT. WHERE OCCURS 10 Holdown Schedule CII C CD CD CD s 0 CD 0 0 C1.) 0 .o Cs 0 0 0 I I 0 cn rn Z rn rn av G) z � 6 U CO O W LL W O Q CO = W ' Z ' O W W 0 O= , a I- W W U -O ui tiz O H z COLLONS ENGINEERING • -5205 NE 18th Court • Renton, WA 98059 p: (425) 228.9283 • f: (425) 228.0590 18 p'f LALL ZS psi SV-11c, 23 , or -r Tor pcityq aodr FI F 3 bDe.4 � o. - %o ps Project Goliiono's Gur;ina Project No. 03-069 Date Sketch 8Y l3LG Sheet L t 5205 NE 18th Court • Renton, WA 98059 Project &alI iano's Gucina p: (425) 228.9283 • f: (425) 228 -0590 Project No. 03-06q Date Sketch 8� 9th Sheet LATERAL aweu6Mp$ 7 COLLONS ENGINEERING .5205 NE 18th Court • Renton, WA 98059 Ned Sa Mono's Cucina p: (425) 2284283 • f: (425) 2284590 4 - 3,cc 3bcxDA (O ,M( 10 17 60 ODO 14 r 12.67)F \Ml <I frYtti—PC=.7r ki-nr)r74 - -2 r(-01 1 J' p7? 4-o Cors-7 r ELoc PrtL. 1 "--; D ?MIA 1 . 1 1 \j )'i-p- 4-0 / \t..) 2. 4± f lri 16<=tbd 3(472- Fq_r Project No. 03-06q Date Sketch By E31-C.. Sheet L = z- p o‘. Rev: 510300 User: KW0604203, Ver 5.1.3.22•Jun•1999, WIn32 (c) 1983.99 ENERCALC Description 20 -ft width Title : Dsgnr: Description : Scope : Multi -Story Wind Forces Job # Date: 12:36PM, 23 JUL 03 Page 1 c: \ec \03.069 •alliano'scucina.ecw:Calculatio General Information Exposure C Qs : Wind Stagnation Pressure 16.400 psf Cq : Pressure Coefficient 1.30 Basic Wind Speed 80.0 mph Parapet Height 5.000 ft Importance Factor 1.00 Load Information for Each Level BasigpiquIRIKEEMEARMURIGSk Level LA Design Lateral Level Height Exposed Width Ce Cq Pressure Force Story Shear Story Moment ft ft psf k k k -ft 10.000 20.000 1.060 1.300 22.599 4.520 0.000 0.00 Total Base Wind Shear Total Base Wind Moment 4.520 k 45.198 k -ft Rev: 510300 User: KW0604293, Ver 5.1.3, 22•Jun•1999, Wn32 (0 1983.99 ENERCALC Description 40 -ft width General Information Exposure Cq : Pressure Coefficient Basic Wind Speed Importance Factor Load Information for Each Level Title : Dsgnr: Description : Scope : Multi -Story Wind Forces Job # Date: 12:39PM, 23 JUL 03 Page 1 c: \ec \03.069 •alliano's cucina.ecw:Calculatio C 1.30 80.0 mph 1.00 Qs : Wind Stagnation Pressure Parapet Height Total Base Wind Shear Total Base Wind Moment 16.400 psf 11.000 ft MI Design Lateral Level Level Height Exposed Width Ce Cq Pressure Force Story Shear Story Moment ft ft psf k k k -ft 1 10.000 40.000 1.060 1.300 22.599 14.463 0.000 0.00 14,463 k 144.635 k -ft Rev: 510300 User: KW0004293. Vor 5.1.3, 22•Jun•1999, W1032 (c) 1983-99 ENERCALC , er,u,.c T-.,,... Description 56 - width General Information Exposure C Cq : Pressure Coefficient 1.30 Basic Wind Speed 80.0 mph Importance Factor 1.00 Load Information for Each Level Title : Dsgnr: Description : Scope : Multi -Story Wind Forces e.::G:c::'t(n`:wr. - :�.r. . ^.t +c4: R:. }i•: »Jl'D }X" PtfXK.`r.+ .w Qs : Wind Stagnation Pressure Parapet Height Design Lateral Level Level Height Exposed Width Ce Cq Pressure Force Story Shear Story Moment ft ft psf k k k -ft 1 10.000 6-6.600 . _____. __ 1.0 1.300 22.599 20.249 0.000 0.00 Total Base Wind Shear Total Base Wind Moment PL), c: \ec \03.069 Job # Date: 12:40PM, 23 JUL 03 L L Page 1 alliano's cucina.ecw:Calculatio 16.400 psf 11.000 ft 20.249 k 202.489 k -ft z 1 z '~ W O 0 w W = W O • r g J d = 1W Z = Z F W • W U � O N O H W W O . w z co O z Rev 510300 User: KW- 0001293, Vet 5.1.3. 22- Jun.1999. WIn32 (c) 1953.99 ENERCALC Description General Information Seismic Zone 3 UBC 1630.2.3 Simplified Static Force Procedure Ground Floor Area 3,000.0 ft2 Occupancy Category Standard Occupancy Seismic Importance Factor I = 1.00 Determine Na & Nv... Site Distance From Known Source < =2km Seismic Source Type A : Faults Capable of Large Quakes & High Seismic Activity Seismic Coefficients Na = 1.00 Nv = 1.00 Soil Profile Type SD Seismic Coefficients Ca = 0.36 Cv = 0.54 Structural System... Bearing Wall System : 1a:Light Framed Walls w 1a:Light Framed Walls with Shear Panels, Wood structural pan Overstrength & Global Ductility Coefficieni R = 5.500 Seismic Force Amplification Factor Omega = 2.800 Structure Height Limit Building Seismic Forces Weight Level Wi k 1 60.00 Diaphragm Forces Level Seismic Height WI* Hi Hi ft 10.00 Weight Lateral Force Wpx @ this Level k 60.00 k -ft k 9.82 Multi -Story Seismic Forces Page 1 c:1ec103 -069 oalliano's cucina.ecw:Calculario 600.0 65.0 ft Ft k Summation of Lateral Forces Above k -ft 9.82 Title : Job # Dsgnr: Date: 12:42PM, 23 JUL 03 Description : Scope : Calculations are designed to 1997 UBC Requirements Building period Hn to Top Level Ct : Construction Type Factor Max Element Story Shear R rmax p : Reliability Factor = 2 - 20 /(r:max *sqr Calculated Values : UBC 1630.2.1 Seismic Dead Load (Calculated From Table on "Building Forces" Tab W = Calculated Base Shear Min.Base Shear Zone 4: Min.Base Shear Base Shear Max Limit Final Calculated Values Horiz Seismic Factor Vertical Seismic Factor V :Design Base Shear Ft : Top Force Eh "p Em = Omega * Eh Fx Force @ Level k 9.818 Summation of Level Weights k 60,000 Lateral Force k 9.818 Total Base Shear Base Overturning Moment V =Cv I W / (RT)= V= 0.11Ca1W= V=0.8 Z Nv IR / W= V= 2.5CaIWIR= Eh /W= Ev / D = Story Shear Story Moment k Max Req'd Force © Level k 2t600 Ir1 9.818 k 98.182 k -ft 0.112 sec 10.00 ft 0.020 0.36 1.0000 60.0 k 52.4 k 2.4 k 2.6 k 9.8 k 0.164 0.180 9.8 k 0.000 k 9.8 k 27.5 k k -ft N•t+a, •.' 4;M4 s h MOM, l .4 ;.- 2,0(41;,13 3 2r tj Diaphragm Force : Fpx k 10.800 E y COLLONS ENGINEERING " ,5205 NE 18th Court • Renton, WA 98059 p: (425) 228-9283 • f: (425) 228-0590 Project Galllano's Guc(no Project No. 03-069 Dote Sketch By MC Sheet LS 1 o 1 c1/4-- < w \ ►J ( ) W \ tn.() C-1 c:3\1%/2-1\33 7 COLLONS ENGINEERING 5205 NE 18th Court • Renton, WA 98059 p: (425) 228.9283 • f: (425) 228-0590 140 cab t.L) A 1 - Z71 - 1 - 1D `A g pH-Di (2) 2_> et H S 11f:D S Lam. SST. 2,6 24 S S?" . - 2A - )(, Zo c , 1 Project Galliano's Gueina Project No. 03 -069 Date Sketch By BLG Sheet LI E � COLLONS ENGINEERING 5205 NE 18th Court • Renton, WA 98059 p: (425) 228.9283 • f: (425) 228.0590 L T£(L >rL -- u --) utJg G/ r - C ,L? / 12 � -t- (Z Z P F- 19 /Z �CpZ = 3434 ` ict cNe _ w/rt.2�5 L1 t A l\- -t- B pvr � f3 + 1 3(e = 3601 2 a 4 .4c C>> rn= 4 I ) , S = HO a I r-)Y -i bQ -. = T rl b \ 4 fie. > \ �" I r�U �t' 2 iv S Pl 3 o pig - sbs3 .54bo Project Galliano's Gucina Project No. 03-069 Date Sketch By BLG Sheet LI 0 cry= s v31 S� T z g - Q 2-AC 4-C h ( 22 ) 2° /CP Z r . Dr F�� r- l 4- 7 p, . ":.:ts';;,fi�:'`:,';til ;4.rw.�.•..�)dIL' %. . ' G. tif: r: n' tN' �. r���4i. ��,^. i41i�A: ��, �5».. M. ��.:• icr; :.:;tP�:x:�:�.aHU..w- .�........ COLLONS ENGINEERING .5205 NE 18th Court • Renton, WA 98059 p: (425) 228 -9283 • f: (425) 228.0590 Li c/D L + L , ' A-b - 5 7)o M:,'rU CL-6<- l.. coA--o e-) L1* -, 5 F-L - 5=g)0 1 7 - I ° 5 o _ 355 �,t,r- �I - 3 i 0T Thr1= 3 ° vo f-- t.'p.- 3 °v cap 57 c t; H o F 1'?- _ 11 q BQ L »E 3 09 L (C) 6c, / z (DT y'A ,< )v (.7 ID y I8 x0.9X H p - - I064' -4 Lrt n 1-1 pt- 3 -e `1-4- '2-2 -r 3 D ST2/k- s >�0 14 ' _ I o r •° ,p71-4-1 so F Protect Galliono's Gucina Project No. 03-06q Date Sketch By ESI.G Sheet L I U Sr po Sid D14 FN -Ds Ls - rvi rpAD2j E • -COLLONS ENGINEERING 5205 NE 18th Court • Renton, WA 98059 p: (425) 228.9283 • f: (425) 228.0590 4.1 )2.30(144. orw I A. ■ D c / 11 ft-tss tve, )--2 y 0.1 1. 2A '251 10 -14- -r. A — r2, 33 p g-E,S Q 72/.5 (A-m-t,L. -7. t b - otk \A sv&I H LD - P /---p7, (o V)A-vt.. ft \A- PH Project Gollicano's Cualno Project No. 03-06q Date Sketch By EXC Sheet COLLONS ENGINEERING .5205 NE 18th Court • Renton, WA 98059 p: (425) 228.9283 • f: (425) 228.0590 \T --Ali win, 1 6 pst= C L ; c7 L01 rt 18.3rsr iv\ = 1 � � 3 � 3 )( ')' s A 1 b- f /i v2- �7 J F= B2..4 ' '' z GS Ie , x3to e /6' R °o. . 1 - is l 5 e �oL Ce,_ \1 ba. Z'' ''c , ) NAT/1 L1- 77 U/J 15 S u6 Protect Gal liono's Gucino Project No. 03-069 Date Sketch By BLG Sheet Li 3 3 ((foe-- 5205 NE 18th Court • Renton, WA 98059 Prokct Gallicrno's Guctno (425) 228.9283 • f: (425) 228.0590 Pulled No. 03-069 Date Sketch By BLG Sheet L1 GRAVITY aweu6Mp$ • Z ,, _ — Z 6 J (.) 0O co 0 co Lu J= u. C~ W 0 g J. IL Q = W H = Z � l-- 0 Z W uj 2 U D O N . aF- W W U U N o H O Z COLLONS ENGINEERING 5205 NE 18th Court • Renton, WA 98059 p: (425) 228.9283 • f: (425) 228.0590 G2pv\)1 T_ \01 ►—)Dcu-N 1- Op_ 10 s gb p p t,• 2,7cr 45 L-_-: L0' I `b p'- �= z 'Fb l C -- GLT' AT - T S 1 1+7 1- 1 SVPPOYLT V" 10 ..... 'i a ( - Tri-t (;2 /z-% 3 1' /8x 31 LL. Z ?, ( .. Pr\r_- Low f S 60/8 # z Dt ,= 554' p LF LL. - 1 1 S Q u= H C.:4 e. UTU1N PpS <,- TH L6 ` 9 o �M t3 = (z °(z )1-21 = I Z Dc.- �� ►Z 214 �.t` / -= 2 ,0� ► G = aced rx,r t „../ L L= 2S i r Z bav lol. 1 D ‘,11- 11 o n-S (Lc* Project Galliano's Guc Ina Project No. 03-069 Date Sketch By E.G Sheet L1g o pT oNs . SO- 3 %x I S" LAT NJ4 G c..f, 0.91 U 5 l/b A 1 0.6'9 M 4x lz H . - 2- '(..pic 10 rtf z 4" I T- 1-1-F z �? 6 b \ o2r t fig• �X tr) r - tv )(Lo 1 • t4 'L 11 - r z,c e _eL* 0e-- 2-53 S z = Z CL 6 00 CO CO la J 1- w gQ co = I -w Z = t•- t-0 w F w 0- 0 1- w W u. w z rn 0 z T COLLONS ENGINEERING ' 5205 NE 18th Court • Renton, WA 98059 p: (425) 228.9283 • fi (425) 228-0590 r OUT 1 r,) G. 4 1e.S • 1A-4 A- (-) 5s. s cc A R. L. 4-13ct g 2 p - scg 1-2, =.) ?-0 1 20 )2F (47 1 4 F4r PTIL5 (,„" u..)1 Prolect Gal Ilano's Cecina Project No. 03-06q Dote Sketch By BLC Sheet LI Co P2 z) A 2,19 pro o 4Q-VL- ey Bc 1 h 2 Kcyfleain® Version 4.16 r2-BI ' 07/23/03 1 1:57am I of 2 Member Data )escription: Member Type: Beam Application: Roof Lateral Bracing: Continuous Top Slope: .00 / 12 Standard Load: Moisture Condition: Dry Building Code: UBC Live Load: 25 plf Deflection Criteria: L/240 live, U180 total Dead Load: 15 plf Deck Connection: Nailed Member Weight: 14.9 plf DOL: 115% Filename : 03 -069 Galli Lii Non - standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start Replacement Uniform(plf) 0' .00" 13' .00" 775. 558. End DOL 115% 12.000 Load Va .oad Va Load Va ` D 5.125 EI 1328.4x10 Case = 6088 Case = 6765 Case = 7779 Bearings Location ..1� _:.ti:1.:.. ,,i3,,,,21-0,71,, 13 0 0 13 0 0 / B Sx A Fb Fbn Ix Fv E 10.25 61.500 2400 1200 738.00 165 1.8x10 ^6 K Live Total Fcperp ^6 .000 L/240 L /180 650 Dead Load 90% : Total Load 100% : Total Load 115% : and Reactions Input Minimum Worst Case Type Width Length Total 115% 100% Dead Total 1 0' .00" Wall 5.50" 2.47" 8242# 4739# 0# 3504# 8242# 2 12' 2.75" Wall 5.50" 2.47" 8242# 4739# 0# 3504# 8242# Design spans 12'2.75" Product: 24F -V4'' DF /DF 5 1/8 x 12 in. Minimum 2.47" bearing required at bearing # 1 Minimum 2.47" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. All product names are trademarks of their respective ovners BLC Collons Engineering 5205 NE 18th CT Copyright (C)1989.2002 by Keymark Enterprises. Inc. ALL RIGHTS RESERVED. Renton, WA 98059 j p: (425) 228.9289 I: (425)228.0590 • :�xL i�:rrz;." e:. sa', c�ti, r;: ay ..a::....'.:n...,,....tti�..: t..�z:...�.avw•.. eyBcanta AeyIcnm® Version 4.16 Control: Positive Moment This member has been designed In accordance with NDS 1997 All product names are trademarks of their respective oviners Copyright (C)1989.2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. 2-51 Allowable Stress Design L 1 g Actual Allowable Capacity Location Loading 'ositive Moment 25198.'# 28290.'# 89% 6.11' Total load 115% Positive Unbrcd N/A Negative Moment N/A Negative Unbrcd N/A Shear 6894.# 7780.# 88% .01' Total load 115% Max. Reaction 8242.# 18322.# 44% 0' Dead load LL Deflection .2936" .6115" U499 6.11' Total load 115% TL Deflection .5106" .8153" U287 6.11' Total load 115% LL Defl., Lt. N/A TL Defl., Lt. N/A LL Defl., Rt. N/A TL Defl., Rt. N/A BLC Colions Engineering 5205 NE 18th CT Renton, WA 98059 p: (425) 228 -9283 f: (425) 228.0590 07/23/03 1 1:57am 2or2 icy Be► i_SiyBentn® Version 4.16 Member Data )escription: Standard Load: Live Load: 25 plf Dead Load: 15 plf DOL: 115% Non - standard Loads Type (Description) Replacement Uniform(plf) D 8 7.500 5.500 EI 212.7x10 "6 Design spans 4'2.75" Load Case Dead Load 90% : Cv= 1.0000 Ma = 2610 Va = 1732 .oad Case Total Load 100% : - Cv= 1.0000 Ma = 2900 Va = 1925 Load Case Total Load 115% : Cv= 1.0000 Ma = 3335 Va = 2213 Bearings and Reactions Location Type 1 0' .00" Wall 2 4' 2.75" Wall Begin 0' .00" Sx A Fb Fbn 4.30 41.250 675 675 K Live Total Fcperp .000 L/240 L /180 405 Input Minimum Worst Case Width Length Total 115% 100% Dead 5.50" 1.50" 2838# 1639# 0# 1199# 5.50" 1.50" 2838# 1639# 0# 1199# Product: Hem -Fir #2 ( 6x 8) Minimum 1.50" bearing required at bearing if 1 Minimum 1.50" bearing required at bearing N 2 Design assumes continuous lateral bracing along the top chord. 1 ply NI product names are trademarks of their respective owners Member Type: Beam Lateral Bracing: Continuous Top Moisture Condition: Dry Deflection Criteria: U240 live, L/180 total Deck Connection: Nailed Filename : 03 -069 RB2.K Trib. End Width 13' .00" 5 0 0 5 0 0 Ix Fv E 193.36 70 1.1x10 "6 Copyright (C)1989.2002 by Keymark Enterprises, Inc, ALL RIGHTS RESERVED. Live Start 775. Total 2838# 2838# Application: Roof Slope: .00 / 12 Building Code: UBC Member Weight: 8.8 plf Dead End Start 558. BLC Cottons Engineering 5205 NE 18th CT Renton, WA 98059 p: (425) 228-9283 1: (425) 228.0590 L 1� 07/23/03 1 1:59am I of End DOL 115% ;ii}; z ,ut., cr��GS rri� u:'s$x�1:z.x '`�..tr ; a; u 'i, <•i;7.if.:i�t5:.�t;,'�v'.'�. Key KtyBenin09 Version 4.16 Allowable Stress Design Control: Shear This member has been designed in accordance with NDS 1991 AS product names are trademarks of their respective owners Copyright (C)1989.2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. Actual Allowable Capacity Location Loading 'ositive Moment 3000.'# 3335.'# 89% 2.11' Total load 115% Positive Unbrcd N/A Negative Moment N/A Negative Unbrcd N/A Shear 1999.# 2214.# 90% .01' Total load 115% Max. Reaction 2837.# 12251.# 23% 0' Total load 115% LL Deflection .0262" .2115" U999+ 2.11' Total load 115% TL Deflection .0454" .2819" U999+ 2.11' Total load 115% LL Defl., Lt. N/A TL Defl., Lt. N/A LL Defl., Rt. N/A TL Defl., Rt. N/A SW Colions Engineering 5205 NE 181h CT Renton, WA 98059 p: (425) 228.9283 f: (425) 228.0590 L2_0 07/23/03 11:59am 2 or 2 KeyBe2 1 F:cyBcntn4D Version 4.16 ,� 5 J 2: 07/23/03 pm 1 2:02pm 1 0l 2 Member Data l_2.1 )escription: Member Type: Beam Application: Roof Lateral Bracing: Continuous Top Slope: .00 / 12 Standard Load: Moisture Condition: Dry Building Code: UBC Live Load: 25 plf Deflection Criteria: U240 live, L/180 total Dead Load: 15 plf Deck Connection: Nailed Member Weight: 8.4 plf DOL: 115% Filename : 03 -069 RB3.K Non - standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End Replacement Uniform(plf) 0' .00" 8' .00" 625. 450. DOL 115% D B 11.250 3.500 EI 539.9x10 ^6 Load Case Dead Cv= 1.0000 Segment 2.66 - 7.61 Load Case Total Cv= 1.0000 Segment 2.66 - 7.61 Load Case Cantilevers Cv= 1.0000 Segment 2.66 - 7.61 Load Case Total Cv= 1.0000 Segment 2.66 - 7.61 Load Case Cantilevers Cv= 1.0000 Segment .00 - 7.61 Bearings Location '7'1!: , . _. ....: _ .: t,.4 6i' ...ti_: ,_a.. ,twt,..i._... i :_ 1.4!4iLli:1S.:aii•f',.,..... w_.«w.,., d SLc._,MYLi .`t.y'L:= 5 0 0 / 3 0 0 ` / 8 0 0 Sx A Fb Fbn Ix Fv E 6.15 39.375 935 935 415.28 75 1.3x10 ^6 K Live Total Fcperp .000 L/240 L /180 405 Load 90% : Ma = 5177 Va = 1771 Lun Len Cln Ma' Lub Leb Clb Ma" 59 122 .9889 5119 36 74 .9938 5145 Load 100% : Ma = 5752 Va = 1968 Lun Len Cln Ma' Lub Leb Clb Ma" 59 122 .9889 5688 36 74 .9938 5716 100% : Ma = 5752 Va = 1968 Lun Len Cln Ma' Lub Leb Clb Ma" 59 122 .9889 5688 36 74 .9938 5716 Load 115% : Ma = 6615 Va = 2264 Lun Len Cln Ma' Lub Leb Clb Ma" 59 122 .9889 6542 36 74 .9938 6574 115% : Ma = 6615 Va = 2264 Lun Len Cln Ma' Lub Leb Clb Ma" 91 182 .9818 6494 55 114 .9898 6548 and Reactions Input Minimum Worst Case Type Width Length Total 115% 100% Dead Total 1 0' .00" Wall 5.50" 1.50" 1444# 833# 0# 611# 1444# 2 4' 7.38" Wall 5.50" 4.80" 6807# 3927# 0# 2880# 6807# Design spans 4' 7.38" 3' .00" (right cant) All product names are trademarks of their respective ovners BLC Copyright (C)1989.2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. Cottons Engineenng 5205 NE 18th CT Renton, WA 98059 p: (425) 228.9283 1: (425) 228.0590 KeyBea Kryfcem40 Version 4.16 la 5 07/23/03 12:02pm 2 al' 2 Product: Hem -Fir 02 ( 4x12) Minimum 1.50" bearing required at bearing 11 1 Minimum 4.80" bearing required at bearing M 2 Design assumes continuous lateral bracing along the top chord. Allowable Stress Design 1 ply Actual Allowable Capacity Location Loading Positive Moment 960.'# 6615.'# 14% 1.38' Total load 115% Positive Unbrcd N/A Negative Moment 4875.'# 6615.'# 73% 4.61' Total load 115% Negative Unbrcd 4875.'# 6495.'# 75% 4.61' Cants Only 115% Shear 2235.# 2264.# 98% 4.62' Total load 115% Max. Reaction 6806.# 7796.# 87% 4.61' Total load 115% LL Deflection - .0123" .2307" U999+ 2.77' Cants Only 115% TL Deflection - .0130" .3076" L/999+ 3' Cants Only 115% LL Defl., Lt. N/A TL Defl., Lt. N/A LL Defl., Rt. .0616" .3000" 2U999+ 7.6' Cants Only 115% TL Defl., Rt. .0888" .4000" 2U811 7.6' Cants Only 115% LZ 2 Control: Shear This member has been designed in accordance with NDS 1991 All product names are trademarks or their respective owners Copyright (C)1989.2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. BLC Cottons Engineering 5205 NE 18th CT Renton, WA 98059 p: (425) 228.9283 1: (425) 228.0590 Kcy13cau I eyBentn®D Version 4.16 07/23/03 12:07pm I of 2 Member Data )escription: Standard Load: Live Load: 25 plf Dead Load: 15 plf DOL: 115% Non - standard Loads Type (Description) Replacement Uniform(plf) Trib. Begin End Width 0' .00" 9' .00" Live Start 360. Dead End Start End DOL 216. 115% D B 9.500 5.500 EI 432.3x10 ^6 Sx A Fb Fbn 6.89 52.250 675 675 K Live Total Fcperp .000 L/240 L /180 405 Load Case Dead Load 90% : r.v= 1.0000 Ma = 4188 Va = 2194 100% : Cv= 1.0000 Ma = 4653 Va = 2438 ,oad Case Total Load Load Case Total Load 115% : Cv= 1.0000 Ma = 5351 Va = 2804 Bearings and Reactions Location Type 1 0' .00" Wall 2 8' 2.75" Wall Design spans 8' 2.75" Input Minimum Worst Case Width Length Total 115% 100% Dead 5.50" 1.50" 2416# 5.50" 1.50" 2416# Member Type: Beam Lateral Bracing: Continuous Top Moisture Condition: Dry Deflection Criteria: L/240 live, L/180 total Deck Connection: Nailed Filename : 03 -069 RB4.K 900 Ix Fv E 392.96 70 1.1x10 ^6 1482# 0# 935# 1482# 0# 935# Application: Roof Slope: .00 / 12 Building Code: UBC Member Weight: 11.1 plf Total 2416# 2416# L2 3 Product: Hem -Fir #2 ( 6x10) Minimum 1.50" bearing required at bearing 0 1 Minimum 1.50" bearing required at bearing if 2 Design assumes continuous lateral bracing along the top chord. 1 ply All product names are trademarks of their respective onners AO Copyright (C)1989.2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. 8LC Collons Engineering 5205 NE 181h CT Renton, WA 98059 p: (425) 228.9283 I: (425) 228.0590 Key ea h"eyDeam® Version 4.16 (24J-A- 07/23/03 12:07 pm 2 of Allowable Stress Design Actual 'ositive Moment 4970.'# Positive Unbrcd N/A Negative Moment N/A Negative Unbrcd N/A Shear 1951.# Max. Reaction 2416.# LL Deflection .0859" TL Deflection .1401" LL Defl., Lt. N/A TL Defl., Lt. N/A LL Defl., Rt. N/A TL Defl., Rt. N/A Allowable Capacity Location Loading 5352.'# 92% 4.11' Total load 115% 2804.# 69% .01' Total load 115% 12251.# 19% 0' Total load 115% .4115" L/999+ 4.11' Total load 115% .5486" L/704 4.11' Total load 115% L2_4- Control: Positive Moment This member has been designed in accordance with NDS 1991 All product names are Trademarks of their respective owners Copyright (C)1989.2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. BLC Cottons Engineering 5205 NE 18th CT Renton, WA 98059 p: (425) 228.9283 1: (425) 228.0590 KeyB2ams R. 54- KeyBemn® Version 4.16 07/23/03 12:07 pm I oft Member Data )escription: Member Type: Beam Application: Roof Lateral Bracing: Continuous Top Slope: .00 / 12 Standard Load: Moisture Condition: Dry Building Code: UBC Live Load: 25 plf Deflection Criteria: L/240 live, L/180 total Dead Load: 15 plf Deck Connection: Nailed Member Weight: 8.4 plf DOL: 115% Filename : 03 -069 RB4.K L2_ S Non - standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start Replacement Uniform(plf) 0' .00" 9' .00" 360. 216. End DOL 115% 11.250 Load Cv= .oad 'Cv= Load Cv= D B 3.500 EI 539.9x10 ^6 Case Dead 1.0000 Case Total 1.0000 Case Total 1.0000 Bearings Location 1 0 9 0 / 9 0 0 Sx A Fb Fbn Ix Fv E 6.15 39.375 935 935 415.28 75 1.3x10 ^6 K Live Total Fcperp .000 L/240 L /180 405 Load 90% : Ma = 5177 Va = 1771 Load 100% : Ma = 5752 Va = 1968 Load 115% : Ma = 6615 Va = 2264 ' and Reactions Input Minimum Worst Case Type Width Length Total 115% 100% Dead Total 1 0' .00" Wall 5.50" 1.70" 2405# 1482# 0# 924# 2405# 2 8'2.75" Wall 5.50" 1.70" 2405# 1482# 0# 924# 2405# Design spans 8'2.75" Product: Hem -Fir #2 ( 4x12) 1 ply Minimum 1.70" bearing required at bearing # 1 Minimum 1.70" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. All product names are trademarks of their respective (mere BLC Cottons Engineering 1 Y I 5205 NE 18th CT Copyright (C)1989-2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. Renton, WA 98059 0 I - v p: (425) 228.9283 I: (425) 228.0590 W, V,:7;4i <',7i:.£;:f fr { i'i%t.. -t7 "w.�.iP ,...k"Sr,,ar:.: } KeyBea KeyBeain® Version 4.16 Allowable Stress Design 'ositive Moment Positive Unbrcd Negative Moment Negative Unbrcd Shear Max. Reaction LL Deflection TL Deflection LL Defl., Lt. TL Defl., Lt. LL Deft., Rt. TL Defl., Rt. Control: Shear This member has been designed in accordance with NDS 1991 Actual Allowable Capacity Location Loading 4947.'# 6615.'# 74% 4.11' Total load 115% N/A N/A N/A 1857.# 2264.# 82% .01' Total load 115% 2405.# 7796.# 30% 0' Total load 115% ,0688" ,4115" L/999+ 4,11' Total load 115% .1117" .5486" L/884 4.11' Total load 115% N/A N/A N/A N/A All product names are trademarks of their respective canners Copyright (c)1989.2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. aLc Cottons Engineering 5205 NE 18th CT Renton, WA 98059 p: (425) 228-9283 1: (425) 228-0590 07/23/03 12:07pm 2 of 2 'ti w (eyBa 1KeyBeam4D Version 4.16 C 07/23/03 12:09pm I of 2 • Member Data L'In )escription: Member Type: Beam Application: Roof Lateral Bracing: Continuous Top Slope: .00 / 12 Standard Load: Moisture Condition: Dry Building Code: UBC Live Load: 25 plf Deflection Criteria: L/240 live, U180 total Dead Load: 15 plf Deck Connection: Nailed Member Weight: 4.1 plf DOL: 115% Filename : 03 -069 RB5.K Non - standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End Replacement Uniform(plf) 0' .00" 3' 6.00" 360. 216. DOL 115% Load Cv= .oad 'Cv= Load Cv= D B 5.500 3.500 EI K 63.1x10 ^6 .000 Case Dead Load 1.0000 Ma = Case Total Load 1.0000 Ma = Case Total Load 1.0000 Ma = Bearings and Reactions Location �1...... ..... • .r_. ..: 1 .. ... +.}w...... ,4itt r:6 {� ... .1 . Tr ... .... .. i -tiL ..I .. . .... .:1 r 'Vr y�� : t. 6 3 0 / • 3 6 0 Sx A Fb Fbn Ix Fv E 1.47 19.250 1105 1105 48.53 75 1.3x10 ^6 Live Total Fcperp L/240 L /180 405 90% : 1462 Va = 866 100% : 1624 Va = 962 115% : 1868 Va = 1106 Input Minimum Worst Case Type Width Length Total 115% 100% Dead Total 1 0' .00" Wall 5.50" 1.50" 792# 492# 0# 301# 792# 2 2' 8.75" Wall 5.50" 1.50" 792# 492# 0# 301# 792# Design spans 2'8.75" Product: Hem -Fir #2 ( 4x 6) 1 ply Minimum 1.50" bearing required at bearing # 1 Minimum 1.50" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. All product names are trademarks of their respective owners BLC Gallons Engineenng Copyright (C)1989-2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. Rent Rentonn, , WA A 98800 59 p:(425)228.9283 1: (425) 228.0590 ."::5.'!.`.4:fix7�7 1i"4."` .eyBeasto keyBeam® Version 4.16 Allowable Stress Design S Actual Allowable Capacity Location Loading 'ositive Moment 540.'# 1869.'# 28% 1.36' Total load 115% Positive Unbrcd N/A Negative Moment N/A Negative Unbrcd N/A Shear 526.# 1107.# 47% .01' Total load 115% Max. Reaction 792.# 7796.# 10% 0' Total load 115% LL Deflection .0071" .1365" U999+ 1.36' Total load 115% TL Deflection .0115" .1819" U999+ 1.36' Total load 115% LL Defl., Lt. N/A TL Defl., Lt. N/A LL Defl., Rt. N/A TL Defl., Rt. N/A Control: Shear This member has been designed in accordance with NDS 1991 All product names are trademarks of their respective owners Copyright (C)1989.2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. BLC Cottons Engineering 5205 NE 18th CT Renton, WA 98059 p: (425) 228-9283 I: (425) 228 -0590 L 07/23/03 I2:09pm 2of'2 A \CCycrhuuacr ISu�inca TT•Beem(TM) 6.06 Serial Number: 7002001192 User. 2 7/23/2003 12:12:49 PM Page 1 Engine Version: 1.6.44 Member Slope: 0t12 Roof SlopeO/12 a All dimensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 18.0 Dead SUPPORTS: Input Width 1 Stud wall 5.50" 2 Stud wall 3.50" Bearing Length 5.50" 3.50" - CAUTION: Required bearing length(s) exceed the minimum shown in the TJ Builder's guide for single family residential applications. supports, 3 1/2" . Intermediate supports, 3 1/2" with web stiffeners and 5 1/4" without web stiffeners. -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): R1: Blocking DESIGN CONTROLS: Maximum 856 856 4264 Shear (Ibs) Vertical Reaction (Ibs) - -- Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) 11 7/8" TJI® /Pro(TM) -350 @ 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN LZ CONTROLS FOR THE APPLICATION AND LOADS LISTED Vertical Reactions (Ibs) Detail Live/Dead/Uplift/Total 517/372/0/889 508/366/0/874 Design Control -849 1775 856 1775 4264 6500 0.493 0.664 0.847 0.996 Control Passed (48%) Passed (48 %) Passed (66 %) Passed (U485) Passed (L/282) 20' 6" Product Diagram is Conceptual. Other R1: Blocking 1 Ply 11 7/8" TJI8/Pro(TM) -350 R1: Blocking 1 Ply 11 7/8" TJI ® /Pro(TM) -350 Location Rt. end Span 1 under Roof loading Bearing 2 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading 2--, Limits: End - Deflection Criteria: HIGH(LL:U360,TL1/240). - Allowable moment was increased for repetitive member usage. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Copyright 2003 by Trus Joist, a Weyerhaeuser Business TJX. and TJ-Beamx are registered trademarks of Trus Joist. e -I Joist",Pro" and TJ -Pro" are trademarks of Trus Joist. C: \_Projects \03 -069 Mario Gallinno - Galllano's Cucina \Calculations \03 -069 RJ1.sms OPERATOR INFORMATION: Bryan Collons Collons Engineering 5205 NE 18th CT Renton, WA 98059 bryancollons @attbi.com SIZE TYPE A E C 0 E F WCT. Y4. 009• to 0 +/ e . K 111 .. 007.5• IN /, IaV. .K 8 69, 81/4 6'A 12 007' 009.5' 2P1, aK 6V, 21y 79, 8v. IS 007.5• S0 tr; IK 5 09, 79, ay. 12 28v 007 31 11 • 007.9S 198 SM. Tl. — — 29 25 007.5 ���Af�JUtr� 00 29 007.95 289, SO, TO, 00 89, 121 29 +/, 007 701/ 261/4 6K 10 J 10K 121/2 08 SIZE TYPE A e C 0 E P WOT. Y4. oar 14 49, 5K 81/4 91/4 007.5• IN /, VI, SK 28 69, 81/4 111/4 ,. 007' 15% .N 5 /, 8v. 10 007.5• 21 IK 5 09, 79, ay. 13 007 NK 11 • 007.9S 198 SM. Tl. — — 128 25 007.5 29 007.95 289, SO, TO, 01/2 89, 121 29 +/, 007 28 2• 007.SS 21 ON 68 — — 12 2884 007.3 w/, 007.55.9 288 ON 88 4 101/2 12% 018 009QT Serie Zone Sizes: 3 /a ", Watts 009QT Ser protection of the duced r sure venter 2 ", 2 ", 3" eventers are designed to provide er supply in accordance with na- tional plumbing codes and water utility authority requirements. They can be utilized in a variety of installations, including high hazard cross - connections in plumbing systems or for contain- O ment at the service line entrance. V f� This Series features two in -line, independent check valves with an intermediate relief valve. All sizes are constructed with NPT body connections and standardly furnished with ball type test cocks. Series 0090T has quarter turn, full port, resilient seated, bronze ball valve shut -offs. No. 009 has NRS gate valve shut -offs. 1111 c flo ', 1 /a " s Backflow table T. L . • �< < o • t I � Ohl .I J�, , •Modular Construction • Renewable Seats 0 A A SS models have same dimensions and weight. STANDARDS: Tested and certified under the following standards for reduced pressure zone backflow preventers; A.S.S.E. Std. No. 1013, AWWA Std. No. C506, FCCCHR of USC manual, section 10, IAPMO listed. • No special tools required PRESSURE — TEMPERATURE Supply pressure up to 175 PSI. Water temp. up to 180 °F. 007QT Series - Double Check Valve Assembly Siz4.s: 3/4", 1", (11/2" and 2" bolted cover) Watts 007QT Series Double Check Valve Assembly is designed to provide protection of the potable water supply in accordance with national plumbing codes. They can be applied to a variety of installations where the degree of hazard is considered to be low to intermediate. All sizes can be installed horizontally or vertically and are standardly equipped with ball type test cocks. Series 007QT has quarter turn, full port, resilient seated, bronze ball valve shut- offs. No. 007 has NRS gate valve shut -offs. • Modular Construction • Renewable Seats • No special tools required STANDARDS: Tested and certified under the following standards for double check valve assemblies; A.S.S.E. Std. No. 1015, AWWA Std. No. C506, FCCCHR of USC manual, section 10, IAPMO listed. PRESSURE — TEMPERATURE Supply pressure up to 175 PSI. Water temp. up to 180 °F. Is cc IO N O II a. O O u W CC • 12 W CC a. II 12 CAPACITY Is r 2' I II 71 TS 41 St 10 t0 N N IN 111 III 17 IM ISO IM IM IN IN 7N FLOW - GPM 2' OPTIONS (Options can be combined) Prefix: U- Union connections. E- _Suffix: S- With bronze strainer. �� REC SS- With stainless steel steel re p Iaceable check valve seats for aggressive water conditions. QT- With quarter turn, full port, resilient seated, bronze ball valve shut -offs. LF- Without shut -off valves. JUL 2 2 2003 TUKWI S P® 1d!'4v.E7vxri S R estn -AToR taq CORRECTION LTR# t to i 'SS models have same dimensions and weight. Dimensions In Inches (Wgt. In lbs.) • •I - y nC Ex D //I4 OPTIONS (Options can be combined) Prefix: U- Union connections. Suffix: S- With bronze strainer. SS- With stainless steel replaceabl check valve seats for aggressive water conditions. QT- With quarter turn, full port, resilient sAntF17t hrnn7o hall Ivoi„n ,.I,.., . 1(11 2 1 2003 PERMIT cEN 1• R 7 PRESSURE DROP - PSIG IAA/ 111 AC /LSO. V IM Tor /CTC1l MAR -19 -2003 17:29 MODEL NUMBER GHR.75 GHR1 GHR2 GHR3 ACX AlOCa HIICCIC Fel MA CATCCa• THE ATTRACTIVE ENCLOSURE THAT ENHANCES THE APPEARANCE OF YOUR PROPERTY • Length and width #'s are 14" above grade • • "GLRN" = no heal, and no insulation • WALLA TON PIPE SIZE 1/2" - 1" 3/4" - 1" 1-1/4" - 2" 2- 1/2 -4" lc AAi1pI PAWL Chi VALVE lktl Exit H rNTF71 nFsrrN (GL ICD 1. raWIIC Aret.rGILC CII PIOTCCTCO ►OVCZ. W.. TTWL 5.13-7CAA 78. II411C OCLCOUICIT K.VI•It.0 M AI. MAT AT ICAST L• Aicrvt A+r VAILA 11]crCIWC rarMT my MAN TMC rIrC: Al1C4 QM TryC CCLCTLAC AQtu IIOC - ql - PEA LOGO. COOL. I. r0.81 A rL1.L OTACTrTC ■AD I rwrt7T AIOMID VALVE. ALLOvflG A %Illlpf.w 1' AAOLK SPACE. 1C1VECA VALVE. ■TIC)S AND PA , OR ' Paul A TI V9It • 4' DC.C1 =MA ar tAC1 CND ram AA0404 WAGE. A 1 IO1 AIGOI / LCCIIMC NAJW. . MACE NOT AOIC• OVER VALVE moo rA0 on r QOTCM. Hot oxs 250 LANE AVE. N. JACKSONVILLE. FLORIDA 72254 (904) 186-D2134 (890) 775 -0e38 FAIL C`904) 787 -6%5 nssp•! s•vw.hot- L)OIt,COr1 RCv I • 'REV. z • 4-.71 - I ACV 3 FAMILIHN HVH.. INSIDE LENGTH 15" 26" 40" 67" TUrPORI AaD 1LPICAT 100 AbC %OR=D IT tTAILC CDCTAILCD ICLQVr CIAOC II11.+1.1 •1 AACMQA (rTrICAI) 1)01H Mil or urr orr XII00 1 4- NI NIO/ I L GIIGINCCR / CaMT•ACTOA I IL:ALC• N. T.S. VALVE & PUMP ENCLOSURES INSIDE WIDTH 6" 10" 15" 21" • "GHR" = with heat • "GLR" = without heat • • Larger sizes available in our "Classic Rok" line • )L91L. ILA IT CW TALCTCO of PIICACLASI 11t11trtY000I IL7IM, 11CLLAICO VIO4 POLYMCCYAUSAYE rOAII WI rIMIMo v1IH CITC414l rWNITHCT ct IiOrM1,MLIC OLLC011T. L2&I.O 3TA►LC ACS. / DltrellLlfc. • INSIDE HEIGHT 19" 22" 30" 43" IOK IAC1rLOV VALVC traiPC ACt % 1157 nFF IlFC IrN (C1LA• 10. CLA1 AAII OLA2) SLA3 OR FOUNDATION SIDE VICV OF ROK ANCHOR I. USE A AA1a%AT IIT TO DRILL T)'.XOJ71 AKICIT 14171CC. CLLA:33 A. rxttAT CDC1CTC tt2Lv1 AfID IOLT rtiKT TO CT)C1KTC. 1, ^AAA *NO moo LCCEr'C TTdLC. L, rOA IOC USING 1Clr ALIILLArlaG rAP't KAr mulct. RE7,Ar( TArt TO VALVC v11M VIAC TICS CA CLCCrI1C1A+ft TAIL Ma CavC1I1G 11 ac1LSS.ur. r,C Mat Kg • PI3VIKI r}C )(C7-14.4.7 DMSLAT r. pLUG rnC NCAI 101UCC Ilra rnC Irctirtc) ClaaLTT, wait vCAIryIiG NACrC. va.TACC. a Lowca tat AAO TCC,IC LrAn.0 VIA /AO LCCr. nrtc GLASS HOT ROK INSTALLATION GUIDELINES LDCA r LON CATALOG DRAVIkG % SHIPPING WEIGHT 184 25# 454 135# t TAPLC A)CTC LCC(( V CTAPLC CAADC CLia rC Had BASE . DIMENSIONS 30" x 24" 40" x 30" S0" x 30" 90 "x40" ST/DATE/DWG sBT 2 -21 -0t ROKINST4 ArrranftwomC TOTAL P.O"' 11HK - 1 y dOe.1.3 THE ATTRACTIVE ENCLOSURE THAT ENHANCES THE APPEARANCE OF YOUR PROPERTY THIS FIBERGLASS RoK HAS ALL THE FEATURES YOU HAVE COME TO EXPECT FROM HOT Box®, SUCH AS: • TESTING / MAINTENANCE ACCESS • DRAINS SIZED FOR FULL PORT DISCHARGE • VANDAL PROTECTION IT'S VERSATILE . • AVAILABLE WITH OR WITHOUT HEAT ' STANDARD COLORS: GRANITE, BROWN, DESERT ROSE • AVAILABLE WITH OR WITHOUT INSULATION • AVAILABLE WITH OR WITHOUT DRAINS Plus, it's the best looking enclosure on the markets!!! • AESTHETICALLY PLEASING • BLENDS W WITH THE LANDSCAPE • ENGINEERED FREEZE PROTECTION STANDARD COLORS Granite Brown Desert Rose • VALVE & PUMP ENCLOSURES SHADE M1 • Ghost Lace( Claret SEE REVERSE for HOT ROKe SIZING & INSTALLATION GUIDEUNES AVAILABLE THROUGH WHOLESALE PLUMBING/UTILITY DISTRIBUTORS THROUGHOUT THE UNITED STATES AND CANADA MEMBERS OF; AWWA, ABPA, ASPE, ASSE, AFSA, NFSA & USC FOUNDATION • SHADE •NZ Sunset Clay • Ruby JACKSONVILLE, Fl 1904) 790.0704 6 FAX 1904) 783.6963 (800) 736.0238 http: / /www,hol•boz corn E.moil: aolat®hol•box.com 96060) Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM sP' HP /BHP Flow Control Location of Service EF 1 ILO UBCA -18 3150 0.50 1.0 Hp C.V. Rooftop EF 2 ILO CRBCA -100 700 0.40 0.25 Hp C.V. Rooftop EF 3 BROAN L250 180 0.35 2.2A C.V. Restroom Ceiling EF 4 BROAN L250 180 0.35 2.2A C.V. Restroom Ceiling Project Info Project Address aalliano'e cucina Model No) Date # # # # # # # ## Total CFM 14201 Interurban Ave. S. SEER or EER For Building Dept. Use RECEIVED CITY OF TUKWII.A APR 1 7 2003 PERMIT CENTER Location Tukwila, WA LENNOX Applicant Name: David L Thoretad 3000 Applicant Address: 406 S 289th Street, Federal Way, WA 98003 Applicant Phone: 253- 941 -4850 LENNOX Cooling Equipment Schedule Equip. ID Brand Name' Model No) Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location RTU 1 LENNOX LOA08811-125 85000 3000 1440 10.30 10. Roof RTU 2 LENNOX GCS16-030-75 27400 1000 120 10.00 0.800 Roof Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency 0.800 RTU 1 LENNOX LOA08811-125 100000 3000 1440 125000 100000 RTU 2 LENNOX 0C916- 030 -75 60000 1000 120 75000 60000 0.800 •P 2001 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. E Includes Plans Installation of two Rooftop HVAC Units, one Type 1 Hood with associated Exhaust Fan, one Type 2 Hood with associated Exhaust Fan, two ceiling mounted exhaust fans with associated controls. FILE COPY Compliance Option 0 Simple System 0 Complex System: :� ; Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple'& complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. ° COP, HSPF, Combusti� fic is AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). INCOMP ETE Prepared by Evergreen Refrigeration Inc. on 04/11/2003 i•• June 2002. KJM se b Page 1 System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ✓ Constant vol? J Air cooled? a Packaged sys? a <54,000 Btuh jJ Split system? or 1900 cfm? a Economizer included? If Heating Only: <5000 cfm? IN <70% outside air? Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. System Type Heating Only 2001 Washington State Nonresidential Energy Code Compliance Form Heating /Cooling or Cooling Only Reference Section 1421 Reference Section 1423 ( Reference Section 1420 Reference Section 1430 , Complex Systems Complex Systems requirements are applicable to this project. Prepared by Evergreen Refrigeration Inc. on 04/11/2003 Page 2 ' .��,'�uazC.s�Llcs+�.�:: +.d Mechanical Permit Plans Checklist MECH -CHK 2001 Washington State Nonresidential Energy Code Compliance Forms June 2002 • KJM Pro onlliano'a Cucina Dat 04/11/2003 The following Information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n.a. 1411.4 Pkg. elec. htg.& cig. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency Ml 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M2 yes 1412.2 Deadband control Indicate 5 degree deadband minimum Ml n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types ml yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage M2 n.a. 1412.4.2 Optimum Start Indicate optimum start controls n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yea 1412.7 Balancing Indicate balancing features on plans M2 n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule M1 1413 Air economizers yea 1413.1 Air Econo Operation Indicate 100% capability on schedule Ml 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate cig load & water econoe & clg tower performance yea 1413.3 Integrated operation Indicate capability for partial cooling ml 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yea 1414.1 Duct sealing Indicate sealing necessary M1 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M1 n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements yes 1416.1&2 Drawings & Manuals Indicate requirement for record drawings and operation docs. Ml yea 1416.3.2 Air Balancing Indicate air system balance requirements ml n.a. 1416.3.3 Hydronic Balancing Indicate hydronic system balance requirements yes 1416.4 Commissioning Indicate requirements for commissioning and prelim. Report M1 yes 1424 Separate air sys. Indicate separate systems on plans M1 Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank 1442 Shut -off controls Indicate automatic shut -off 4 1443 Pipe Insulation Indicate R -value of insulation on piping 4 1452 Heat Pump COP Indicate minimum COP of 4.0 4 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control 1454 Pool covers Indicate vapor retardant cover 1454 Pools 90+ degrees Indicate R -12 pool cover 2001 Washington State Nonresidential Energy Code Compliance Form " is circled for any question, provide explanation: Prepared by Evergreen Refrigeration Inc. 04/11/2003 .!.$ i `•F`, J..��,��fi °C z l u. , , a re �t!�.,. , 'n�.'i.zr, a ` 7 ��J"'�'�..1,''�'?'%j 'axF 9 C{N.: i "x id, � k ,. E ,bC+�. vii" �T,4'. +: ^v.. (t .;4 Page 1 i,. 2001 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2001 Washington Slate Nonresidential Energy Code Compliance Forms MECH -CHK June 2002 - KJM Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14-1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with Input ratings > 225,000 Btu/h (65 kW) shall also have an Intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for fumaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used In combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 1412.4.1 Dampers: Outside air Intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air Intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height, 4. Gravity (nonmotorized) dampers are acceptable In exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 14145 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air- cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water- cooled water chillers. 1414 Ducting Systems 1414.1 Sealing: Duct work which Is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements Include insulation installation, moisture control, air leakage, and building envelope Insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be Insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are Isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally Insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) Prepared by Evergreen Refrigeration Inc. 04/11/2003 ., ..,{�..`i'99:w`��tinsSUi air Page 2 EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 i,. 2001 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2001 Washington Slate Nonresidential Energy Code Compliance Forms MECH -CHK June 2002 - KJM Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14-1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with Input ratings > 225,000 Btu/h (65 kW) shall also have an Intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for fumaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used In combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 1412.4.1 Dampers: Outside air Intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air Intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height, 4. Gravity (nonmotorized) dampers are acceptable In exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 14145 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air- cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water- cooled water chillers. 1414 Ducting Systems 1414.1 Sealing: Duct work which Is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements Include insulation installation, moisture control, air leakage, and building envelope Insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be Insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are Isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally Insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) Prepared by Evergreen Refrigeration Inc. 04/11/2003 ., ..,{�..`i'99:w`��tinsSUi air Page 2 Envelope Requirements (enter values as applicable) Fully hoatodlcoolod space Minimum Insulation R-valuos Roofs Over Attic Data '.Q All Other Roofs il::)) ÷ 71 =j i � X100= , 4', / Opaque Walls t7 X34 I i Below Grade Walls LI i. Applicant Phone: Floors Over Unconditioned Space 1 . &* Slabs -on -Grade '4 Radiant Floors —' Maximum U- factors Opaque Doors ii,Gi Vertical Glazing r 1 Overhead Glazing - -' Maximum SHGC (or SC) Vertical/Overhead Glazing 1 Project Info Project Address A, Li•.ra. f,e 44 t ' i u � z „] ,( Data I 1 07tit- 1-.) . mi For Bull¢Ir;t1 Wap Use APR 7 2003 PERMIT CENTER il::)) ÷ 71 =j i � X100= , 4', Concrete/Masonry Option Applicant Name: t7 X34 Applicant Address : / -1 Z -I+ .91", LI i. Applicant Phone: 27/ 1 . 141 . Space Heat Type 0 Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included In the Gross Exterior Wall Area it they are insulated to the level required for opaque Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1 (rough opening) Gross Exterior ' (vertical & overhd) divided by Wall Area times 100 equals % Glazing il::)) ÷ 71 =j i � X100= , 4', Concrete/Masonry Option Check here it using this option and if project meets all requirements for the Concrete/Masonry O yes Option. Soo Decision Flowchart (over; for qualifications. Enter re ulre 0 no below. qualifying assembly {-- t �- �-% fl `]Y CiTY OF TUKWILA Envelope Summary . 4 Climate Zone 1 ENV -SUM 2001 Washington Stale Nonresidential En'.rgy Code Compliance Fans Notes: Sem /- heated space Minimum Insulation R- values Roofs Over Seml- Heated Space? (Project Description f ® New Building CI Addition 0 Alteration C3 Change of Use 1 Compliance Option ® Prescriptive [ 1 Component Performance 0 ENVSTD 2.1 D Systems (See Decision Flowchart (over) for qualifications) (4.0 not acceptable) Analysis 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements INCOMPLETE LTR# Opagc.e Concrete/Masonry Wall Requirements . Insular on on lntorlor - maximum U- factor la 0.19 Insulation on exterior or integral - maximum U- factor Is 0.21 If projact qualifies for Concrete/Masonry Option, list walls with HC2 9.0 Btu/ft below (other walls must meet Opaque Wall requirements). Use descriptions and value from Table 20 -5b In the Code Wall Description (Including insulation R -value & position CITY of: MOM A U- factor AUG 0 8 2003 APPRO1►E0 H -7 -a. Building Division First Edition, June 2001 NLL.LIVl LC) CITY OF TM k:0rit.q PERMIT CENTEk APR 1. 72003 b•05-• I 04 Building Permit Plans Checklist ENV -CHK 2001 Washington Stale Na ves'dinUal Energy Code Compliance Fenns Fast Edition. June 2001 Project Address (4 ( 1E- 1,. 1` , y L , • Date The following Information is necessa Washington State Nonresidential Energy to check a building permit application for compliance with the building envelope requirements In the Code. Applicability . I (yes, no, n.e.) Code Section Component 'Information Requirec I Location on Plans Building Department Notes GENERAL R EQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed ' l 'i,A, , 1302 Space heat type: ("Other', I ndicate on plans that electric resistance heat is not allowed ..--r 1• 1310.2 Semi- heated spaces Semi-heated spaces Identified on plans If allowed '-•-' 1311 Insulation /t47 3 1311.1 Insul. Installation I ndicate densities and clearances L) f 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents Installed; I ndicate taco stapling of faced balls 7 • 4 t r ; ( 1311.3 Wail insulation Indicato R•value on wall sections; Indicate face stapling of faced baits; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls If masonry option is used or if credit taken in ENVSTD; - J 'O � I 1311.4 Floor insulation Slab -on -grade floor Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation dons not block airilow through foundation vents Indicate R•valuo on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate nhnvn groin exterior Innulntinn Is protected 1311.5 H A ,.a. I 1311.6 Radiant floor Indicate R -value on wall section or foundation deiail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior Insulation is protected; Indicate insulation also under entire slab where req'd. by Official l't - " ' I 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area 1 1312.1 U-factors Indicate glazing and door U4actors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame typo, glazing layers, gapwidth, low-e coatings, as fillings Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area weighted calculations as necessary) • y � alter 1312.2 SHGC 8 SC 1313 Moisture control r� r� ! 1313.1 Vapor retarders Indicate vapor retarders on warm side 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on root section; Indicate yap. retard. with sealed seams for non-wood strut Indicate vapor retarder on wall section WI WA 1313.3 Wall vapor retarder 1313.4 Floor vapor retarder Indicate vapor retarder on floor section MI 1313.5 Crawl space yap. rot. Indicate six mil black polyethylene overlapped 1::" on ground 1314 Air leakage 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping .y 1314.2 Glazing/door sealing Indicate weatherstripping 7 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing y PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330-34) ' • Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD 2.1 screen 1 output if necessary • CiTY. OF TUKWILA If "no" Is shown for any question, provide explanation: Building Division fi�c'Yr.;+ sn� �t '� ¢•x FV areonca:ir x M:r• .rrrrt•,..,rw S� f?7 :Yd3;''::Y;X.'f•. 7 / : ? `;'e Project Info • • Project Address / k LLI41; ,0 I,7, 444,1 N4.), Date 1�'� ZA ( 1 }^/lip's A-, • , For Building Department Use . . W/4. < 4.2k, 4,i Lea � tA/a) ` ,, g ) Applicant Name: '444 7.,, , Iirf,=1 -1 kL( Applicant Address: 4 /7, Z I , , L, 4 Applicant Phone: z a7, 141, 'L' � I i Z.ite ,.4 4 2 . 1 'f from Table 15.1 (bver) - sloc� f in ent all on form LTG -LPA Total Allowed Watt: p� _ Project Description '' New Building Bldg. (by facade) • Addition for controls • Alteration • Plans Induded Refer to WSEC Section 1513 • and commissioning requirements. Alteration Exceptions (check appropriate box) 0 No changes are being made to the lighting ' • Less than 60% of the fixtures are new, and installed lighting wattage Is not being Increased Location (floor /room no.) Occupancy Description Allowed Watts per ft Area In e Allowed x Area t7iti)} (,1•, r 1] ) ` ,, g ) Ih '444 7.,, , Iirf,=1 -1 kL( +1 I t� / (,, 1 I 1 z, [ �� r xceptions 0.2 W/ft Z.ite ,.4 4 2 . 1 'f from Table 15.1 (bver) - sloc� f in ent all on form LTG -LPA Total Allowed Watt: Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 4•11-) 11- z Ht7 � / - 1 7.0 7A/7� z4�Q 0.3 W /ft �� - .r1a�s7 :s�l4' 0.2 W/ft Total Proposed Watts may not exceed Total Allowed Watts for Exterior rf I g7c, l t.� p� _ irj�t {MH� Bldg. (by facade) 0.25 W /ft • 71:21, Bldg. (by perim) r= T otal Propose Watts may not exceed Total 'Allowed Watts for Into for I Total Proposed Watts <. cc Location Description Alluded Watts per ft or per If Area in fr (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking (standard paint) - r� ! 0.2 Wife Covered Parking (reflective paint) 0.3 W /ft Open Parking Total Proposed Watts) 0.2 W/ft Total Proposed Watts may not exceed Total Allowed Watts for Exterior -' Outdoor Areas 0.2 WIft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) ?:- .-11-V."./31 7.5 W /If Z. I Qj.P Note: for building exterior, choose ether the faca de area or ,the perimeter method, but not both) Total Al owpd Watt: Q Location Fixture Description Number of Fixtures Watts/ Fixture T1 . Watts Proposed ' !..? s' - r� ! e7 Total Proposed Watts) Total Proposed Watts may not exceed Total Allowed Watts for Exterior -' CITY OF TUKWILA Lighting Summary LTG-SUM 2001 Washington Male Nomes1d.nUM Energy Code Compliance Fomr Compliance Option • Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive b LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior) Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table In the NREC Technical Reference Manual may also be used 2. Include exit lights unless lass than 5 watts per fixture, Proposed Lighting Wattage (Interior }Ist all fixtures. For exempt lighting, not exception and leave Watts/Fixture blank. Maximum Allowed Liehtint= Wattage (Exterior Buildin• Division Use mfgr listed maximum Input wattage. For fixtures with hard- wire a as only, • Proposed Lighting Wattage (Exterior) default table in the NREC Technical Reference Manual may also be used. ,, r 4, 5s °1w ilr 4u t addA y; .sP� , `, ar415.' I-I -7- 17 June 2001 -,C1M Lighting Permit Plans Checklist LTG -CHK 2001 Washington Slag Nonresidential Energy Code Compliance Forms June 2001- KIM Project Address I 1 1 , ) t7 ,49r...:-.:,, 'Date The following Information is necess4 to check a lighting permit application for compliance with the lighting requirements In the 1994 Washington State Nonresidential Energy Code. • Applicability } es „no, n a. Section Component 'Information Re uirec l q I Locat(on I on Plans Building Department Notes LIGHTING C ONTROLS (Section 1513 • 1513.1 Local control/access Schedule with type, indicate locations - PP/ . 1513.2 Area controls Maximum limit per switch PP/ 1513.3 Daylight zone control Schedule with type and features, indicate locations f 1 ` ,` , vertical glazing Indicate vertical glazing on plans 4.4.4 .,, rR. � overhead glazing Indicate overhead glazing on plans --i it r 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location H , (a) timer w /backup Indicate location -,a- (b) photocell. Indicate location Jq 1 1513.6 Inter. auto shut -off Indicate location I.\ I 1513.6.1 (a) occup. sensors Schedule with type and locations _.. t } "I �� 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans .__. •. 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning no”. l• t iiJ Lighting Sum, Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1 : Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency CITY OF TUKWILA If "no" is circled for any question, provide explanation: S. Building Division 2 I //03 2o' ` _ t_ .... _ . . (t) 2x6 a � - v� ti. (1) 2x6 I * `.r £' 0 T/L( F r6 _...� Oa" r e 2•/".c. /I' 350 ti t," f"t� ettlega W S P („''4 12'; • 05‘- 1o* w� 7 u.1 �ri {: :T' , \' ti. ` �S �* i (1)2tic6 :v i b F 40 . " John K. Bastian P.E. �4 Structural Engineer P.O. Box 284 Sumner, Washington 98390-0050 (253) 435-8865 or (253) 862 -0197 (1)2x4? $1 c ')zy4 c 0 � N firih Of SQ / G' 121 a +-- --• c 6x4 Of NI GX RECEIVED CITY OF TUKWIL4 APR 0 7 2003 l RI,HT asurcg a�.tY.'R +.FFF1i• i ;rd ^ tiJ r r.� 0 t 5 • Gx6 W Ci)24, sw wN(•) NPA /1 DZ 2 oR Ifirl4 S /MFSON (i)z4 GYG : ;�+tyY544k:R1 EXPIRES: V712004 <. Q r� - ILL/Atlas c've#NA J/.7//0 3 50 RxP r,viss1S --'W7 (— ir'8 rsF Reocrio." Moss Q; 2 ,', /317 /31744 P" "234 MR ',ss Rf4(7/au 12 � 2636%4L. �� �NF cONa k) R _ 2 y_ isp So /2so y�rs� IJi /2oo /tP 2!' 401 4 f /2oC t.'I ,A4a e t v$1 gAMs / IS MI ni * 1234 L �.� 12ottF 4,p3F - e2ao /zo K /3to /Lf T w4u teloni z IORLF G r',' Xef#9= 288 pi. 3581 0 3581, `WO 315,04 0 18x4* - 7 2j/6.0 a 929.28 �. 1 3 56#54 PLF /BAG 14 7 3, 31 /3)44 ,l /so A = 12$0„s4 P4. +3;tµ0 /2o k) /35', r�r od' # Truss C gEAc r/oAl = 2 Vooky g ''C L (LiNi k) 26 y %y t' F 4 / ev t SclssoR mass; /5 72o ILA - moss = /4 # /yy,io 2o' .1, evER Ae rcWE1u lr✓I:)• 4 '5x /d = 950 Pc F ,900 c Al E'd o eit 'v /36'0" # P 4 ,74 tt 5p/if e / 5) /2 .. 7. 60 S =i44o0X /2. c 9 2 4 0 0 2 40 6 4 T.: A ti' %/Moo C2S' 8750' AFAR /N & J. d'44/AJ ; 8750 /5j2 /2 L/4'E .6 w /Z GiviAig 4 486 Psi o.rc.. S : /1/ "3 3 T : 738 i , v + A= 3sev4/50 4216 #8N4'fx2e/56 = till 2,71. 4•48 John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 98390 -0050 (253) 435 -8865 or (253) 862 -0197 ,4 „ rrt vs s R SAc TY4V = ,2 /100 4 1 1 ; 4 ro t4f - V 4 10710 EXPIRES: 111/2004 tgt ih',..; fin`:". n4 ,'.'.'J,r<• ±:jY'yz.'';'.,1 , ?;,7. a ea yh7 • 6,411 l eNo s e' A' /,+)4 .3/ 3//03 5' r K ' - 2u /3 - dS'k /,i5 �. (3 20) s s 02) a' Lim& K : /200 * 70 PO 1 /270 PLF ,2?, d&61 Z /z r �.6I4450y 4)(I2 IF! /270 (3)(0, z �. , d. * 7iN 4 43,25/N 3.2 5 / N dS� / .Z #2, ; / 2 � t /62.54i.v 497,, ya trap A A , dk gys' w%!5 5'''. 3201( 2.7 'L't 3a 30 i 1 c . 6 , r . '� ,)s5,6w /#5 44oIN o K 4' LINE N ; 1200/ f 'Po R"witt = /2"P[ f /14 µ 4x8 by *2 w/vio w /,5 y 2 8.55 m= 111.23 if SEAM 0 ENO off" st/s eli rraossis : 8/0(4,5) 1( 75 it /, = 4.4 5/ ,V 3 c" . " x `o DP Z 2 :'. 73 / � . 5 x � � � w 5 __ X 8 . 6 5 1 4 < 3 oip R : 8/6)(7.25= /en 9 r i3E4H (L /NE f); $Qi[F f /ooPg ,r o%zF 590/'1' s • 5 90(9, 5) z /L - S/, ` /S AO 3 ‘x C 11 8k/350 x/,/`� A - 570x i/1( l l z <1l, z A- 4 76"x 510 = 2 P a 3 gsx4 /5 3� 6' 'SPA,t/ rz /NE p): a,r3 hp 0; b 1( brI Z R:: 2508 4,5' . p4A1(z /NE - F) avEQ &Joey book: 3_ _ 5a4(6) .. 8' 1 4 87$w/, d x 8 PF L /NE P; kr a 249 Itfi + 86420 = 3ya / L 1 DFM2 23.4 prop � 1445 .5"_ 340 ,c 8', 5 X r2 $7Sx /,is 3G, G G �)( 6x 8DF 2 1( D� : 5 /D /YE xGD #2 R= /328'' .: 581: r +. i/4 (/O )+ %O 4,1 = 6o8 /i 27, 4x6 0/t/ f,?= 5081(2,75= 13,70' • Gk/C) of * Z m! R /24.0x: Gfl': 7 20 + 945 814+w4Ut = B/O P4F John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 88390 -0050 (253) 435-8865 or (253) 862 -0197 T -- Gw8 Gxld DF *2 g : 4, Z5w/ 770: 060 4: * X/Z OF 17 44411 939S so : 241,27/0 27., i ax4 DO/ Gte8 t3 1(6 of Z 6) 0 DA cx /d OF # z ,l4, EXPIRES: 1/7/2004 G1IA.Vo's ovc/N,4 5 3/ el4Eele PO0 r , N 6-S/ /A/ N: 4 "GF -/- /3c.-)Ptr w414 � /tiEF; 24eb ENE d 3' 2so8 /32S 1328 2843 . 3 93 Gr I. 3' c � a � ' /6 "i v , U F? ' 3936 - 7,1, 5 - t. -, 1257 r s ¢fR 8z : . / • k J N: /2 del i°GA1•- /2,044[ = /i'.7'?/'LF 64PsF l5 "w /of sty k /2bt r � - ZS !a l cly(3)A 4 kit/ PA,. (2)d John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 98390 -0050 (253) 435-8865 or (253) 862 -0197 u %G t5 fl /IU, / 2 /Ff E-TI=/� F -�- ADD t x 2 10 PAD 0)/0) -gxl A r END o f 51/902. -f- 1 / ( t a' FAD ON ell)? P 9L3" /ti Fl2DM f437'. wESr ` 4 .€ 5, I S et, DE Fri dv LINE F X / 2 ' L of a-. C EkrE; !� 0A) LENCrti nF W [.L(50 0 son mobier srAril FT &S smack aE /8' /Df MINIMUM WITH 2oDo P5F wig Fool /wiles D63/,sib Ake /5 suit a w)714 t /000Pjp P/ZESSt PADS AQE 21 11 M/N 5e /L F'RES.SL C E = /46‘),;;A• 1/ 253PSF arc. easT, . EXPIRES: 1/7/2004- Oi 'To 4 . ,iCa: �:�av; Sauk; � ,t&���r'.51.r}na�Y:.;tt��;i•d <. ; L /Au0 / s Cede /NA L ArERA G : 2av& 3 0 ,14W = . /4L(/3 4r) c 1.82 PsF x r o = 101.2 P�F K (SO fit.t #I.G) = 94,I P4C• 7. 51,13,2 » r�F ' 134.75r,.F J 1 K � � 9'1 tcf 97 r�i" G � r f $1 30 1z ... 4 201.31RP 13405 Pif .?GL7.9 ./, . 02,40.15 taszi5 /20.8 zz )( 5 = ';',2811-F �2x 15.4 = 30.13 ,.... 5yI4. 3 " 71.5 /,v/,v0, 110,11)1, XXP6 _ .15 - ._..a. 13 134. 1'51` 2- ri, S�13.2 - a$�i8f ~ / * l (NSF /50 20 ._ _ .._ ..__ 20- -25 / wore (ler /4 50 1780,15 LA TE24L 5'x 14',3PSrx : 534.25 +75x/3,2x/5 tgg85.00 102-/ V 4V,, v V r ?01,3 12 ,. 56 / = K y , 99 )42 45/6o . 2948.3 3O/34'.76 27/5.0 9908 % / • 4c lem14 m F r & = 355 2 , 35 s 24'= / Pt P N ic 1110/ 014PH2,46k1 = 354 2,35.; 3z' _ //./. e) Ar /0444 ro fra r 4/876.75 ?it': / 75l nc F 3 • / II 6Pi pMfit Yi ?5. y6. ;: ; . I t , 3 P [.F 156 7'0 t. sal Srt 1C. ROOF V ▪ 301x f 07.2 ^ 3 2.7 } 3~2 t/ /. i.,' .,, 98,28 = I9G5'.G JU /$HiC m0441. S 37 -• 84 w. 1;/ /t► 27 ,Nr. vs 843 tt 24t 55." 2= 1/4 >90246 dlg. 144 CAMAG/f'� al 2 K 78 �/ /,r c tip A /3w/o sin XiC#4 . / GvMk' .` 4 y / '4 7 5 , G 5o r, ..._.. �ak.1M z2,y W A/ t,r 230 John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 98390-0050 (253) 435 -8865 or (253) 862 - 0197 V /8%40 = 99x N + 1jy,75ic 2Vsb f Zo1, 3 *. l 2 w 0 /5e ▪ 99 x 2 x 7 % 1 6 .1 0 V,.roV :/02.3 Pic Ara lots 5I+ w141.1. V /675,oS* /809. 0 27,72. 2.415. / 70. 2' /82. le 4. 9Z y 875.7i S i'flLs " • ; + •tl4 I A)6 , 64/, S. F'.; tzibe gal o oat p, l � ., , j, F "V/ 6 c/t ,/ " S ian± .. . .. .. .�..r..:c:vSr.dJ ii•.wviu.F..:w» raw :. »a..r...:va+...aa...�+..ai. i/ EXPIRES: 1/7!2004 CAI t t, es etieNA 3 S/ 03 N— S 414771.24 _G'oNr'2 trite ReoF At. C /6 ?Ste S O * : 2,2'1( 8'w / 4'PSP �4 : 3 G St G K /Z'k /• y / © o, /3w /eIt z ... 334 rite Salsoi /G 2 ?,40. A t S'i) fl/C PRo 4 /5'Isf , o . /s'k /G xlare i', RP := E WALLS C: 3 R S2w SOs/3x • IY = 2 / IA RI 01130$13w = y3G,B j r, �G sI1SH /Gw; �! r+ // 960 V a e 24' 5 v/40 z8' •z G Si yO Silt 10 0 1 11'4 Cs 75 3 * t (9) 5/$ c , / o 53° rz. (1) 34,''0 9 l 3 i a * w (5) foil Vf A To a: 3o 'K 3.2 2 VSO To C: 5 34 2 C 3Y + 2 I 1.0 pro • 4.1 s 3,22 + 2/x h st E'rnr F'S'Dx 5, ■ I /1 e 1 02pa Na/4 /d a. h/ALL S P SI � }t /O IZoop ry /rti. 2 %PSF +t • Iw AL, Roof _ "OreN(A/ I'r' a, c , / 4 ' w 2 1 : /5 Pi f 'al PLP x 8 — /zees° 10,7 110,92)4= G D 3, G ai► 38. /32,02 I70,24x /2= 2.642.88 / 6/ k ro : 2,, /19 e.; x20 4/ALL s veva) 96,4PLF x a� 772.8` LATEk4c. /298' 4 MAA I / V /NGR to, PEA coo* 80 9S. 36# John K. Bastian P.E. Structural Engineer P.O. Box 284 Sumner, Washington 98390 -0050 (253) 435-8865 or (253) 862 -0197 ON NiaN iooF lyKlp /,y 2/ 34:2 P5 F 2.1 isr 16 ta. + a+4'! h�71 itthPwRl1lkMi GA't 4./10o 5 Cl/C /NA J d 03 t.AreR4L WALL ,F yV4 S: �� PLF A roe .' (:)/5 " x/o.s /x r Y ./yx: = r 6 e` 7724 = ?yo, 1+1,4 I3 To C '� ' d } e /5 ' /o d „ . I , y 72.8 156'8 /2 68 . 8"` �= 1 O 4 4/r/4k x C T � to: : /1' o' ' 4 x • / ,, : 42 78.4 • x x . � � = ! 4 D7a E : xi / 5X /Cx /2x /1 .- /48. w� xY ,,/4 l09,2 /3� a x / 2x 51 ?4 + 2oy2,88w 2%5.28 e./ ' 2121,4 (2) 7 w / c, * /2 x ,Jig 2 3 50 2 E rb F.' x /S;f /OK I ,�'/ 84 ? • /2$8 iv,9 /j... /0 x 8 ./y. 72.8, F m N: 2(8x/ox2o)%• / ~ 448 824* f 2/60 = 292G ;3 + 3(4.6,c/ox26)x-/ 318 W IND : 20,5' 26 roe,* /f AVFR•AGL /MSS 5 x Iii, 3 71.5 RM/Y•2. - 394 dot /3.2 79,t / 9$ 'di 0/0 7220 W C /3.5 j5:43.2100.2) 108,9 PLP, 2.e PSC gir Alb fog V'S: VA = /9d s 4 7P2 8 y 'MP V/,- /9O k 8 : /584 ; s 8 s / 98I V E : /1'9 .i : / / 8 a' : = / 98 PIP j / : / 98 x 8 r /5 60 ..s. 4 m 164 ea D E y . /99x _ /88t "7 it /S AP t 4o9A/0 y /O,x /0= / 090 *' 42 - 26 PAP H � • Two "IPA NG22 GA NTT /4 ON LINES C' bJ / it' +1 T/E cowAl L 4 y4vT' TI! � prN� i C D t s I A %tfi3»cs ti Oft 2r'l t r10,5 t 198 / 0,098 * • John K. Bastian P,E. Structural Engineer P.O. Box 284 Sumner, Washington 98390 -0050 (253) 435 -8865 or (253) 862 -0197 ,993/ L 118 C OS ) I 18 8.:. /60,10 ' 198 1G` Sat &NTS F P,w, (w SP) 84 (944' leo( (4.) (acs yobs Ai 8. Ail Pi" modri" /S ad cG3'‘ "`ft EXPIRES: 1/7/2004 /2'be lr /ft_0 t_ p s•trfl ¢ ft rrno.Lu $L41 re> It" Collons Engineering 5205 NE 18 Court • Renton, WA 98059 p: (206) 510 -1889 • f: (425) 228 -0590 July 24, 2003 Mr. Philip Brazil, P.E., S.E. Reid Middleton, Inc. 728 - 1 34th Street SW Suite 200 Everett, WA 98204 RE: Permit Review Response Galliano's Cucina (D03 -104) FILE Copy Dear Mr. Brazil: ' n 4 F , rzt ,nCI that the Plan Check approvals are Mr. Mario Galliano asked that I respond to your letter dated July 18, 2003 addressed to Mr. Bob' Benedicto regarding Galliano's Cucina. Mr. Galliano's engineer is in Alaska until September and is not available to comment on the letter. I have reviewed comments I , 5, 6, 7, & 8. Attached are the requested supplemental calculations for the analysis and design of the lateral load path elements and spot- checks for beams and headers. Also attached are copies of sheets 2, 5, 6, & 7 with the lateral resisting elements, holdowns, and straps noted in red. Three detail sheets SL I, SL2, & SL3 are also attached. Details on sheet SL2 address the parapets, foundations, and truss connections. Details on sheet SL3 address typical conditions, diaphragm and shear wall nailing, and holdowns. Since the drawings are red -lines of someone else's work, if more information is required on the plans please return the two copies submitted to you. The information will be added and the plans returned. Please contact me if you have any questions. Sincerely, Collons Engineering Encl. Bryan L. Collons, P.E., S.E. i Lt' G E il -1 rE J J L 2 4 2003 REID MIDDLETON GIV( of i t' u■ APPRoAD 1 1 Alb 3 I EXPIRES 11 /2/20W , Doi - 1o+ vra..i , h`S •:41.v:4'it :..7+44 Jx�r:'nrt»'a Nov 19 2003 11:05AM Collons Engineering (425) 369 -1101 p.2 Collons Engineering 195 Front Street N • Issaquah, WA 98027 p: (425) 369 -1101 • f: (425) 369 -1157 z November 19, 2003 z ~ w Mr. Mario Galliano 4330 S. 177th Street _i 0 0 SeaTac WA 98188 y y E r E to 0 GYLq 'tY /1 '.Y.'. 3, t.' �PfJ y/ W W J = RE: Framing Conformance NOV . i. ?.003 Galliano's Cucina W O 14201 Interurban Ave. S ':.{ ��!^E +f� �f Tukwila, WA �E °�a= ai j Permit #: D03 -104 9 fr1 u- - = W f- _ zi— I response to questions raised by the Inspector and the general contractor regarding the framing O z methods used on your restaurant referenced above. 2 D I. Per the 1997 UBC shear walls with demands greater than 350 plf require 3x studs at v co co panel edges and sills. The contractor asked to substitute double -2x6s perpendicular to p 1 - the sheathing for 3x's. Where the double -2x6s perpendicular to the sheathing are used = W the 2x6s shall be face - nailed together per the FACENAILING column in the table in H t? I I' detail 20 /SL3. The nailing will be different for each shear wall type. ~O Dear Mr. Galliano: The double -2x6s shall be centered on the panel joints. If the double 2x6s are not centered on the panel joints face -nail additional 2x6s and re -nail the sheathing. 2. Detail 15 /SL2 shows I- joists over the kitchen with a strapped parapet detail. The project team elected to use pre - manufactured trusses with the parapet wall built into the truss end. As I discussed with the contractor this is an acceptable substitution. The trusses shall be connected to the wall top plate with (2) A35 angles per truss; one each side. Other straps shown in detail I 5/SL2 are not required. 3. Sheet 2 of the lateral plans show LSTI73 straps connecting the double truss to the shear walls below along grids C, D, & E. Where the truss ends at a wall corner the LSTI73 straps are required. The straps may be installed at the angle of the bottom chord and nailed to new blocking elements in the shear wall. The contractor proposed this solution and the solution is acceptable. Where the truss bottom chord bears on the shear wall below, the bottom chord shall be connected to the wall top plate with either (8)LPT4's or (I I)A35's. 4. At all sill bolts: epoxy anchors or expansion bolts may be used in lieu of cast -in- place anchor bolts. Coordinate special inspection requirements with the local inspector. Please have the contractor or the inspector contact me if they have any questions. Sincerely, Collons Engineering Bryan L. Collons, P.E., S.E. kF.:} 3i' 3( W4�% 4kfi�StlaL' 7.+';, Ca 'i:�ial::•ii ��.�all�unar� z Reid iddleton July 18, 2003 File No. 26 -03- 005 - 014 -02 z z re w ' JU 0 w1- � u- w u_ j = W F- z F We reviewed the proposed project for compliance with the structural provisions of the z 0 1997 Edition of the Uniform Building Code as amended and adopted by the City of w w Tukwila. Several of the previous review comments (review letter dated June 12, 2003) o have not been addressed completely in the recent submittal. The following list of 0 P comments supersedes the previous review comments and outlines remaining issues that require additional consideration. Copies of this letter were forwarded to project 0 contact and structural engineer for your convenience. ra . .z w c o o 1. The following list of comments should be responded to in itemized letter form. . Z Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Second Submittal Galliano's Cucina (D03 -104) Dear Mr. Benedicto: General Lateral The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directly to Reid Middleton, Inc. 5. The provision for a complete load path capable of transferring lateral loads from the roof diaphragm to the shear walls and the foundation is still not clear. Construction details should still be added to the drawings that provide a design for transfer of lateral loads. See UBC Sections 106.3.3 and 1605.2. We disagree that most of the design is standard construction. We assume that an engineered design is intended. But it appears that elements of the conventional light -frame construction provisions of UBC Section 2320 are included. The drawings should document the design intent. Design details should still be added to the drawings for at least the following design conditions: Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto City of Tukwila June 18, 2003 File No. 26 -03- 005- 014 -01 Page 2 a) Roof common trusses to exterior shear wall. b) Roof gable end trusses to exterior shear wall. c) Wood roof I-joists to exterior shear wall. d) Exterior shear wall to foundation. e) At Grid F, roof gable end trusses to exterior shear wall, and exterior shear wall above to interior shear wall below at wood roof I-joists (see structural calculations for shear wall locations). f) Reinforcement of window openings at shear walls designed for force transfer (see Comment #7 below). 6. The locations of the exterior shear walls are not clear. It appears that all of the exterior walls are intended to act as shear walls. However, there is still no indication in the drawings that this is the intent. The walls on Sheet 2 are identified as braced panels, implying use of the conventional light -frame construction provisions of UBC Section 2320. The Exterior Wall Sheathing section of the Structural Notes on Sheet 10 specifies that blocking at horizontal edges is required at shear walls, implying that it is not required at the exterior walls unless they are specified as shear walls. A note should still be added to the Floor Plan on Sheet 2 specifying whether Braced Panel Types A and B are shear walls or not. 7. The lateral analysis should still be revised. Shear walls are assumed at Grid B east of K, B, Grid B west of N, and Grid E west of K. The walls are 2'0" in width and 10'6" in height, which result in an aspect ratio of 5.25:1. This exceeds the maximum ratio of 3.5:1, per UBC Section 2315.1 and Table 23 -II- G. A sketch appears in the response from the engineer that implies design by the force transfer method of Section 2315.1 (see Paragraph 5). However, this method requires substantiating data from the engineer of record, typically in the form of calculations, to demonstrate that the design is structurally adequate. Note that Section 2315.1 states that a design for force transfer shall be based on a rational analysis. See Section 1605.2. Also, the sketch should be added to the drawings as a design detail for review (see Comment #5 above). 8. The drawings should still be revised to include the features of the structural design determined in the structural calculations for the support of lateral forces (e.g., sill plate anchor bolts, Simpson HPAHD22 or HTT16 holdowns, etc.). Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete Reid iddleton IA; ; 1 7,r, t„ i . V Mr. Bob Benedicto City of Tukwila June 18, 2003 File No. 26 -03- 005- 014 -01 Page 3 design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. P Philip Br: zil, P.E., S.E. Senior Engineer vls\26se \planrevw \tukwi la \03 \t014r2.doc \prb cc: Mario Galliano John Bastian, P.E. Reid iddleton January 9, 2004 Dear Mario: Sincerely, Carol Lumb Senior Planner City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Mario Galliano Galliano's Cucina 16435 Military Road South SeaTac, WA 98188 RE: Irrigation System for Galliano's Cucina, D03 -104 David McPherson provided me with a copy of your January 2, 2004 letter requesting an 18 -month extension on the requirement to install an irrigation system to serve the landscaping for the restaurant under construction at 14201 Interurban Avenue South. I understand that you are requesting the deferral of the irrigation system due to cost overruns you have encountered with the restaurant project. TMC 18.52.040 H. requires all landscaped areas to be served by an automatic irrigation system. It is possible to postpone the installation of the irrigation system, however, you would need to post a bond for 100% of the cost of the irrigation system (TMC 18.96.040 and 050) and 150% of the cost of labor and materials for the landscape materials (TMC 18.52.050 B.). Requiring a bond for a deferred code requirement is standard procedure to ensure that compliance with the regulation is achieved at some future time. A bond for the landscape materials is required to ensure that the materials survive without the required irrigation system. Copies of the two code citations are enclosed for your review. The Public Works Department will respond to your request for assistance on the C- curbing required on Interurban Avenue South. If you have any questions about the irrigation or landscaping bonds, please call me at 206- 431 -3661. cc: Steve Lancaster, Director, Department of Community Development Nora Gierloff, Planning Manager David McPherson, Engineer, Department of Public Works. c: \m docs \Galliano's Cucina \Galliano -2.doc Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206.431 -3665 July 10, 2003 City Engineer City of Tukwila, Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • Dear City Engineer: DUNCANSON FILE COPY Please call me if you have any questions or comments. Sincerely, Duncanson Company, Inc. Harold M. Duncanson, P.E. President Enclosures CIVIL ENGINEERING Subject: Grease Interceptor Design .1111 2 1 ?003 Galliano's Cucina 145 SW 15516 Street • Suite 102 • Seattle, Washington 98166 Phone 206.244.4141 • Fax 206.244.4455 • Web wwit duncansonco.con v r IT RnFE iVt A PERMIT c;c,,r r ` DC102957 The City requires a grease interceptor on the above project since food preparation will occur. Duncanson sized a Utility Vault Model #5106 -GA per Table H -1 of the Uniform Plumbing Code and City of Tukwila Standards. The specified vault will provide 1500 gallons of capacity, exceeding the required capacity of 1275 gallons. The sizing calculations for the grease interceptor are attached along with a plan and section view of the vault. Development Bulletin 14 is also attached for design and construction notes and maintenance notes. I EXPIRES 7/5/65 ; I CORRECTION! LTR# o'3lo4 ING CH RT Gallon Capacity 844 750 950 1000 1250 1500 1750 2000 2500 2750 3000 4000 5000 6000 LP/ Co. Nodal No. 577 577 577-GA 44840 4484 -GA 5;08 -GA GA 812-GA 5 12 8 712-GA 818 A 898 O OCA 1 08 - - 2' -G' 13 - GA - ,G ,GA Dim 'B 4' -! 4' —t- 4' -8' 5' -0 5 -0' 5' -8' -8' 6' -6' 6' -8' 6' -8' 8' -0" 8' -0" 9' -11' 9' -11" Di m C 7' -0 7'-0" 7' -0 7'- 7' -2 7' -2 —2 8' -0 8' -D" 8' -0" 8' -7' 8' -7" 8' -11' 10'-5 Dim 'I ; -8, 3 . l'-3 5' -3' 4'- 5' -2 4'-4 ' -11' 4' —T 5' -8' 8' -0' 5 -0' 8' -8" 8' -2' 7' -2 Water Depth Dim 'E 3 -2 _ S-11" 4 -11' 3' -1 ' 4' -10" 4' -0' 4' -7- 3' -10" 4' -9' 5' -3' 4' -7' 6•-1- 4'-9 5' -9' 21. c)0 INT.Er -� FIELD you P1 tovaus I VENT PIS PE ' OPTI C ---- -F-- I'-a DIM 'A CLEAR ACCESS OPENINGS PLAN VIEW 2/s LENGTH ADJUST TO GRADE SECTION VIEW AA NOTES: DESIGN CRITERIA: Uniform Plumbing Code - Appendix H Number Of Meals Waste Flow Retention Storage _ Capacity Per Peak Hours X Rate X Time X Factor — in Gallons 1/s LENGTH 24' D1A. LOCKING FRAME L COVER AIR I. GAS TIGHT 3 PLCS (2 PLCS ON 577 -GA) L 1, 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH f'c 4500 psl. 2. MBAR: ASTM A-615 GRADE 60. 3. WV: AST$ A-185 GRADE 65. 4, DESIGN: ACI- 318-83 BUILDING CODE ASTM C -957 'MINIMUM STRUCTURAL DESIGN LOADING FOR MDIOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND VASTEVATER STRUCTURES'. 5. LOADS: H -20 TRUCK VHEEL V/ 30X IMPACT PER AASHTO. 6. FILL V/ CLEAN VATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLLY L INSTALL ALL PIPING & SAMPLING TEES B. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEVER. UTILITY VAULT COMPANY OR EQUAL OUTLET = 21.50 ■ City of Tukwila GREASE INTERCEPTOR SINGLE VAULT SYSTEM -- DOUBLE BAFFLE FOR VEGETABLE - ANIMAL FAT, GREASE 6 OIL 600 -6000 GALLON CAPACITIES Not to poli4. DATE: 11/22/96 SS -12 �� , ML1MWqu. +MY•w. NM 4t' • S�vd1 grease interceptor design Sent By: SOFIAS; The City requires gr:e4e interceptor occurs and at locatiOS:determlned proper handling of lqiu0 wastes. If than 50 ppm of fats o ts, anctgreas this requirement. • - • . .14 A professional engineer, registered 1 interceptor, and shajl Stamp, date, a Design and Const ;ton • 9rease interceptors comply wit Code, the city's InfrOskucture Desig following: a) For sizing, coridOr the meals • seating capacity.1 • b) Locate the vault (1iutside the bu the building folmtlation. c) Install the Intiptor so that g under garbagqc..Mpactors, is route dishwasheOvaste lines t Route ONLY gtollyvater throug d) Connect the gteaEse interceptor ;;. Maintenance At•a minimum; the Cl,w*r sh.all comp three months. BusinOsSes that gener the Director's approNtal pump the int time, the City may inspect the interc may require more frOqnt service. .? .1 2062439074; Mar-31-U3 :elion, I ' CITY OF TUKWILA P blic Works Department 206-433-0179 DE ELOPMENT BULLETIN G EASE INTERCEPTOR on all buildings yvhere y the Director as necessa he business can show It pr s, the Public Works oir4to Washington State,.shal d sign the sheet Appendix H of the Unif and Construction Mantra er hour as equal to the re !ding, between 5 feet an ay water from sinks, flo r d uted through the interc pt rough the grease interce 'to the interceptor. • • to the sanitary side 'sew etely pump out the inter te small amounts of gre rceptor on a' 6-month s ptor and the maintenan 14 preparation or the l waive uces less • Plumbing nd the ins, drains DO NOT NOTE: r every ay, with le. At any ords, and •• rays 1 S1'444A. .................. z 1 1 ,f— Z • 1 6 = 0 O 0 ,„ 0 w IL( w 0 2 5 co ▪ ° 1- al z o z LIJ Lu n 0 0 o -2 • F- 11J u j L I 0 • Z 0 r- o F Sep 02 03 10:45p D. Bruce, P.E. M.S.C.E., M.B.A. City of Tukwila do Mario Galliano 16435 Military Rd. S. SeaTac, WA 98188 Dennis , Bruce, P.E. Subject: Geotechnical Inspectio s — Galliano's Cucina 14201 Interurban Ave. Tukwila, Washington August 28, 2003 206 546 8442 Geotechnical /Civil Engineer This engineering report present . the results of on -site geotechnica+ inspections for the new Galliano restaurant at 142 r 1 Interurban Ave. S., Tukwila, Wa$hington, REFERENCES: • City of Tukwila approved Proje ' t Plans • Geotechnical Report by D. Bru ` e, P.E. dated November 12, 2002' • Supplemental Geotechnical R =port dated March 24, 2003 by D. Biruce, P.E. • Photographs r ▪ INSPECTIONS: I This engineer has performed • n -site geotechnical inspections at 144201 Interurban Ave. S. for the new Gallia o's Cucina. Excavation contractor began • rading activities August 19, 2003. 'After clearing and grubbing the site. the sub -grade soils were available for inspection.; Excavator dug out restaurant ootprint locations for this engineers evaluation. Sub -grade soils were consist nt with those anticipated by the•Gtotechnical Report: Dense to very dense silty s -nd with gravels. No groundwater or adverse geotechnical conditions were encou tered. The sub -grade soils easily pr vide a minimum of 2,000 p.s.f. beiring capacity. The grading activities for the restaurant did not impact the roari sloped portion of the property. SOILS • FOUNDATIONS • SITE DEVELOPM NT • INSPECTION • DRAINAGE • DESION s PERMIT • LEGAL P,O, Box 55502 • Shoreline, W shington 98155 • (206) 546 -9217 • FAX 546.8442 r• • liep 02 03 10:45p City of Tukwila do Mario Galliano August 28, 2003 Page 2 CONCLUSIONS: D.Bruoe, P.E. As previously discussed, and in ccordance with City of Tukwila a roved Project Plans, a localized retaining wal will be utilized to improve toe -of -slope erosional stabilization, This engineer continues to prov accordance with the November 12, 20 • Geotechnical inspections veri 2,000 p.s.f. bearing capacity. • "OK" to proceed with foundatio placement in accordance with • Geotechnical inspections ongoi If there are any questions do n DMB:abj Lams 12/29/ e on -site geotechnical inspection in 2 and March 24, 2003 recommen ations. dense, native sub -grade soils easi formwork, reinforcing steel, and c ity of Tukwila approved Project Pie g. t hesitate to call. ■ 206 546 8442 Dennis M. Bruce, P.E. Geotechnical / Civil Engineer y providing ncrete ns. p. ..• 1 :ria:iWE:.u:bG'�uN5i1 <'1.L:aLL } ;hli,t. "1..c.1 �.`ir1 ?!i9%.��"<'tiS..s.�3;1rt. .:S'•t•6.fiiSzi { t.S : a`i1u }f'"���.i,l. �i, J ,,. C.1 .�w:.; �3,::> June 25, 2003 Mario Galliano 16435 Military Road S Seatac, WA 98188 RE: CORRECTION LETTER #1 Galliano's Cucina — D03 -104 14201 Interurban Avenue S This letter is to inform you of corrections that must be addressed before your development permits can be approved. All correction requests from each department must be addressed at the sane tune and reflected on your drawings. I have enclosed comments from the Building Division, Planning Division and Public Works Department. At this time, the Fire Department has no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3670. Brenda Holt Permit Coordinator encl c: rile No. D03 -104 City of Tukwila 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 z a re 2 U 0 w o w w - J w CD a = W F.- z � w U O — tn 0H w O .. z w U= O~ z �a3 '/04. CALL' 6N o s Project: CVC (,J, GENERAL PLAN REVIEW COMMENTS This checklist is intended to be used as an aid by the City Of Tukwila Public Works Department z in the review of civil plans associated with development applications. It reflects the most, but . ,- z not necessarily all, of the items that a developer needs to address in the plans. Please indicate CL g t hat you have checked off the various line items that require correction. v o N co w W I ❑ ❑ 'fl The engineer is required to complete these checklists to the best of U) L his or her ability, and submit them with the completed plans. w 0 ❑ El i?f Project name. g Q ❑ ❑ Izi Io P.E stamp is shown (dated and signed). u W z = El CI required by the design manual have been submitted. 1.- 1— O �-�{ z1-- ❑ ❑ 'LrJ Plan size is 22" by 34 ". D o ❑ ❑ `J North arrow is shown either to the top, right, or left. , o co o ff D ❑ gf Proper Minimum Scale is shown = w El Site work: 1" = 40' horizontal. u- p .z d ❑ Site work: 1" = 4' vertical. 0 i- ❑ Public facility work: 1" = 20' horizontal. z DO N/A OK ❑ ❑ ❑ ❑ ❑ Public facility work: 1" = 2' vertical. Engineer's name, address, and telephone number. Owner /developer name, address, and telephone number. Vicinity map with north arrow. Site address is shown. Property description is shown (lot number, plat name, etc.). Site zdnmg anci ad acentt zoning a shown t34-41 Elevation on City datum and City benchmark reference number and location are shown. Lot size of project site and bearing are shown. Exiting and proposed public right -of -way are shown. 1 . � ;�`' `,`•,'s: i'£.'.S� >;:.. �`+j;ir +, �:ti: 4iir +.;t�t�.ibLuisS �ii=5 DO N/A OK ❑ ❑ ❑ ❑ ❑ ❑ -Er ❑ ❑ -pi o ❑ � o • Ef IEJ 1Z1 4Z ❑ E1 ❑ ❑ d ❑ Existing and proposed easements are shown. Existing and finished elevation and contours are shown. z Legend of existing and proposed improvements are shown. < i z Existing and proposed improvements and utilities are shown re Lii including: (correct plans and add items with "X ") v 0 ❑ Streets ❑ Driveways w i J El Sewer lines and manholes El Sidewalks u. w ❑ Water lines and hydrants ❑ Wheelchair ramps 2 J III Storm lines and catch basins ❑ Traffic signs N d = ❑ Gas lines 11 Street lights 1— _ w zE- ❑ Telephone lines ❑ J -boxes and conduits w O w 111 Underground power lines [11 v o Plans are neat, uncluttered, and readable. o f.. Ill City of Tukwila general notes are shown on the plans (see H v attached). u- z See attached construction notes to confirm that all construction v s requirements have been noted on the plans. p I z City of Tukwila approval block (4" x 2 ") is provided in the lower right corner of each sheet of the plans. Show just above the approval block area. This designates the facility extension agreement or building permit numbers. Approval block area is to be printed with the following: These plans are approved for conformance with the City of Tukwila Engineering Division requirements. Approved by: Date approved: See plan sheets for additional comments. See attached standard drawings or notes for reference. See SEPA conditions for additional requirements. 2 DO N/A OK SITE PLAN REQUIREMENTS ❑ ❑ *f Acceptable scale is shown. ❑ Separate grading and erosion control plan are provided. 1?1 ❑ ❑ Sewer mainline and side -sewer are shown. ❑ ❑ ' � Public and private storm drainage system are shown. ❑ ❑ Public water line, service size, and meter size are shown. ❑ ❑ Hydrant locations are shown within the vicinity of the project. ❑ ❑ Street lights are shown within the vicinity of the project. ❑ ❑ Storm drainage report is provided. ❑ 'gf ❑ Street construction is required and shown. ❑ 'E1 ❑ A street delay request may be applicable. ❑ ❑ ] Driveway location, and type are shown and adequate for this site. Proper setback from property line is shown. ❑ ❑ Proper sawcut and pavement patch are shown for utility work. ❑ El Typical pavement section is shown. ❑ ❑ Minimum pavement slope in parking lot is 1 percent. LI ❑ 1?:i Finished floor elevation is shown. Date: Project: ' ❑ ❑ Roof drains are shown and connected to the mainline drainage at the catch basins with minimum six -inch pipe. ❑ ❑ Floor drains are indicated and connected to the sanitary sewer through an oil/water separator. If none is required, indicate this on the plans, including the building use. ❑ Paved parking lot surface ponding is shown, including elevation. ❑ ❑ 'E1 Parking lot layout is shown, including proper dimensions. ❑ ❑ Handicap parking is indicated and not within the surface ponding area. 5 rtv � Y k:. ,. ��..y ,r- �. +. :t u�; t1u:. �i.+ l�sa':.a::z..!`..�it;;iKi'w;s:. DO N/A OK Parking stalls required versus the stalls provided are indicated. ❑ ❑ Extrude curb or concrete vertical curbs are shown in the parking area (no storm water ondin a ainst the extruded curb). ❑ ❑ ] Sewer manholes and wate valves ) are not located within limits of parking lot surface ponding. Landscape area is shown. et ands Mown anti proper setbacks are identified. .Ef .Ef a ven .D Fire lane or turn - around is shown. Existing conditions /improvements within 30 feet of all property lines are described or shown on the plans. See plan sheets for additional comments. OTHER COMMENTS 6 Date: Project: FILL AND GRADING /EROSION CONTROL PLAN REVIEW DO N/A OK Acceptable scale is shown. Wetland is shown, including proper setbacks. Tukwilla general notes for erosion control are shown. Show construction sequence indicating proper pollution control measures in place, before starting work and continuing until the project is accepted. 50' x 20' x 8" minimum quarry rock entrance is shown. Temporary(ros co ntro l a ures are s o wn , / and adequate to protect adjacent properties. Silt fence is required, and location and length of fence are shown. Existing and pr • p. sed co fo are clearly shown. Cross - section is shown 30 feet beyond the property lines; both north to south, and east to west. Limits of fill or excavation are shown. Limits of clearing are shown. Fill or excavation quantities are shown (in cubic yards). Soils report is required. Larger existing trees shown shown and identified. Minimum 2:1 cut o fill sl pes s�shown. Site stabilization is shown. Perimeter ditch is shown with slope and spot elevations. See plan sheets for additional comments. 7 DO N/A OK Date: Project: STORM DETENTION /RETENTION & DRAINAGE CONSIDERATIONS re 6 —1 C.) O 0 N J F=- ❑ El 'Er Existing drainage facilities and natural drainage way are shown. El ❑ - Pi Pertinent off -site water flows are shown. El ❑ %1 On -site water flows are shown. El ❑ f] The fill and grading plan is designed so as not to affect any adjacent properties. El 'El ❑ Retention/detention pond is shown, including elevations. El `' ❑ Discharge control structure is shown and sized for runoff volumes associated with a graded site. ❑ `E El Permanent storm drainage control structure with outfall pipe is shown. El ❑ 'f Drainage calculations are provided. El E ❑ Proper siltation control measures are provided to protect the control structure. ❑ ❑ 'i Infiltration system (if applicable) is provided and adequately designed to meet GDESC requirements. ❑ El 'E1 Emergency overflow measures are provided. ❑ El '' Plan layout and construction sequence adequately address the transition from a temporary system to a final system. El ❑ See storm drainage plan review sheets for additional comments. OTHER COMMENTS 8 • LL w 2 g Q = • d z � F- 0 Z w • 0 O • 92 O F- w • u3 w z co 0 �" z DO N/A OK ❑ J ❑ ❑ 1I ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ 11 ❑ ❑ rr ❑ ❑ J ❑ Date: Project: SANITARY SEWER PLAN REVIEW Acceptable scale is shown. Plan view is shown. Profile view is shown. Stationing and reference points are shown. Public Sanitary Sewer System Location is shown. Length is shown. Material is shown. Slope is shown. Depth is shown (minimum cover 3 feet). Size is shown. Extended full property width to serve adjacent upstream property. Sewer mainline is located properly in the roadway or easement. Manholes Locations are shown. Type is shown. Rim elevation is shown. Invert elevation is shown. Numbering sequence is shown. Pipe invert elevations matched except for a 0.1 foot drop through manholes. Manholes are spaced every 400 feet minimum. Drop manholes are detailed. Manholes are not located within the limits of the parking lot ponding. 9 DO N/A OK Side Sewers *] ❑ ❑ Location and stationing from downstream manholes are shown. ❑ ❑ Length is shown. 'el ❑ ❑ Material and size are shown. Er ❑ ❑ Slope is shown (minimum slope 1%). ❑ ❑ Depth is shown. ❑ ❑ Connection of sidesewer to mainline is with a tee. `Zf ❑ ❑ Separate sidesewer is provided for each building. ❑ ❑ Cleanouts shown near the inside or outside of the building and every 100 feet or 135 degree direction change. Additional Sewerline Information ❑ '� ❑ Design velocity (minimum 2 ft /s flowing full). ❑ ❑ Metro line connection. Contact Metro for requirements. ❑ `El ❑ Oil /water separator location and details shown. ❑ 'El ❑ Easement width shown (minimum of 15 feet). ❑ ❑ Proper reference and layout shown for sawcutting and patching existing streets. ❑ 'T ❑ Centerline of pipe proper distance from building structures (no structures within ten feet of the boundary of the easement). ❑ ❑ ❑ Maintenance access shown and all- weather surface provided, including turnaround as necessary. ❑ ❑ ❑ There appears to be a utility conflict between and . Show detail on plan. ❑ ❑ Tukwila sanitary sewer construction notes and drawings referenced on the plans. ❑ t ❑ Sanitary sewer size conforms to comprehensive plan. '1 ❑ ❑ See plan sheet for additional comments. 10 +X +...trs.N ; ,..u tC L..S.l.4rci.da : x DO N/A OK ❑ i/ ❑ Acceptable scale shown. ❑ 11 ❑ Plan view shown. ❑ 11 ❑ Profile view shown. ❑ 11 ❑ Stationing and reference points shown. ❑ 11 ❑ Length shown for each run of pipe. ❑ 11 ❑ Size of pipe shown. ❑ 11 ❑ Waterline extended full width of property. ❑ 11 ❑ Connection details to existing water mains shown. ❑ 11 ❑ Valve locations shown and spaced a minimum of 400 -500 feet unless shorter distances are required. ❑ 11 ❑ Valves located in pavement and clustered property. ❑ 11 ❑ Butterfly valves shown were required. ❑ 11 ❑ Fire hydrants shown and spaced a minimum of 600 feet in single family areas and 300 feet in other areas. ❑ 11 ❑ Fire hydrant protection shown. ❑ 11 ❑ Blow -offs at low points or dead -ends shown (2 inch minimum). ❑ 11 ❑ Air vacs at high points shown. ❑ 11 ❑ Pressure reducing valve required and shown. ❑ 11 ❑ Concrete blocking shown. ❑ 11 ❑ Easement width shown (minimum 15 feet). ❑ 11 ❑ Minimum distance between sewer and water line is 10 feet horizontally, and 1 foot vertically. ❑ 11 ❑ Centerline of pipe is the proper distance from the building structure (no structures are allowed within 10 feet of the boundary of the easements). • gf DO N/A OK WATER PLAN REVIEW Maintenance access is shown, and all- weather surface is provided. Service size and location is shown. 11 121 El 0 Water service is not connected directly to the fire sprinkler line. Meter size and location are shown. Minimum of one meter per lot. Sewer deduct meter location and size is shown. Proper refe e ce a n d e l a yo t shown for sawcutting and patching of existing streets. Meter sizing calculations are required. Fire sprinkler system location is shown from the public waterline to the building. Gate valve separates the sprinkler system from the main line. Add fire sprinkler note, and show indication of note on the fire line: NOTICE: Where the underground water supply tees off to serve only a fire sprinkler system, a separate detailed plan must be submitted and approved by the Fire Marshal before installation. Backflow prevention assembly location for the fire line is shown. If it is an outside vault, it does not conflict with surrounding improvements. There appears to be a utility conflict between and . Show detail on the plans. Tukwila waterline construction notes and drawings are referenced on the plans. Waterline size conforms to the comprehensive plan. See plan sheet for additional comments. 12 I i)4 1. DO N/A OK ❑ ❑ • izf ❑ ❑ ❑ ❑ ❑ ❑ 'E ❑ ❑ STORM DRAINAGE PLAN REVIEW Acceptable scale shown. Wetlands shown. P- channel shown. Limits and elevation of 100 -year flood plain shown. Plan view shown. Profile view shown. Stationing and reference points shown. Natural drainage ways shown. Public Storm Drainage System Location shown. ❑ Length shown. ❑ Material shown. ❑ Slope shown. ❑ Depth shown. ❑ Size shown (minimum of 8 inches). ❑ Minimum design velocity of 3 fps flowing full. ❑ Extended full width of property to serve adjacent upstream property. ❑ Easement width shown (minimum of 15 feet). El Centerline of pipe proper distance from building structures. ❑ Maintenance access shown. Private Storm Drainage System Location shown. Length shown. Material shown. Slope shown. 13 DO N/A OK ❑ ❑ 'El ❑ ❑ LI ❑ ❑ Ef ❑ ❑ DO N/A OK 'El ❑ t�J O El ❑ * 0 Depth shown. Size shown (minimum of 6 inches). Minimum design velocity of 3 fps flowing full. Proper connection of roof drains. Manholes or Catch Basins Locations shown. Type shown. (vAt164 Gr,T.s UN Ce(-9 Rims elevations shown. Invert elevation shown. Numb ring sequence s own. Pipe crowns matched. Catch basins or inlets spaced a minimum of 150 feet on road grades of less than 1 percent, 200 feet on roads grades of 1 -3 percent, and 300 feet on road grades 3 percent or greater. Maximum spacing on mainline storm drainage between access structures, whether catch basin or manholes, shall be 300 feet. Vaned grates required on some catch basins because of grade of roadway. Storm Drainage Control Structure Location shown. Type and size of structure is shown, and detailed per City of Tukwila standards. Q indicated. Pipe sizes and inverts indicated. Orifice size shown. Design storm elevation shown. Solid lid required on the structure unless it is used as a catch basin. 14 DO N/A OK Paved Parking Lot Surface Ponding ❑ `[� ❑ Maximum ponding depth is six inches. ❑ ❑ Maximum high water elevation of the pond is a minimum of 1 foot below the finished floor elevation. ❑ ❑ Minimum freeboard of 0.25 feet between maximum high water elevation and adjacent properties. ❑ ❑ Maximum allowable paved slope is 10 percent. ❑ ❑ Drainage system is designed to overflow by sheet flow across driveways into the City storm system. ❑ ❑ If an overflow catch basin is used, it should be 0.2 feet above the maximum high water elevation. ❑ ❑ Plans show no more than 400 square feet of surface area being drained into City streets without first going through a control structure. Open Detention/Retention Ponds DO N/A OK ❑ '�] ❑ Minimum side slopes 3:1. ❑ ❑ Minimum freeboard of 1 foot between the maximum high water elevation of the pond and the top of the side slopes. ❑ ❑ Minimum of 2 percent grade provided along the bottom of the pond toward the outfall. ❑ ❑ Size and elevation of the pond are shown. ❑ ❑ Storage provided above the winter high ground water table. ❑ ❑ Proper access provided for maintenance. ❑ ❑ Six foot chain -link fence and gate are required. ❑ ❑ Note shown to hydro -seed pond. ❑ `) ❑ Designed to overflow by sheet flow. 15 . +r.,��, .`t'�9r. ,9 i� . .7•':.; , n ^i ,, :�',� • 4, DO N/A OK ❑ mid ❑ Acceptable scale is shown. ❑ II ❑ Plan of the street is shown. ❑ II ❑ Profile of the street is shown. ❑ II ❑ Street names are shown. ❑ II ❑ Right -of -way width is shown. ❑ II ❑ Right -of -way radius is shown. ❑ Hi ❑ Curb to curb pavement width is shown. ❑ Hi ❑ Centerline radii are shown. ❑ UU ❑ Curb radii are shown. ❑ Hi ❑ Centerline bearing is shown. ❑ U ❑ Tangent between reverse curves is shown. ❑ II ❑ Baseline stationing is shown. ❑ Hi ❑ Centerline stationing every 50 feet is shown. ❑ Hi ❑ Gutterline elevations every 50 feet are shown unless it is the standard crown. ❑ II ❑ Transverse slope is shown. ❑ II ❑ Longitudinal slope is shown. ❑ II ❑ Longitudinal gutterline slope is shown unless it is the standard crown. ❑ II ❑ Horizontal curve data is shown. ❑ II ❑ Vertical curve data is shown. ❑ II ❑ Pavement cross - section is shown. ❑ II ❑ Soils report to determine pavement design is required. ❑ II ❑ Calculations to determine pavement design are required. ❑ II ❑ Location of all required monuments are shown. STREET PLAN REVIEW ❑ ❑ Length, width, type, and location of sidewalks are shown. 17 Yew i2iR;Jisi ?, vl3.tl �v..r.,. .d.. G. i,,.. ku. s DO N/A OK ❑ ❑ Length, width, type, and location of driveways are shown. ❑ ❑ Street width s i � empliance e w ?th tfie comp re ' h e, ive plan. El ❑ Length, type, and location of the curb and gutter are shown. El ❑ Wheelchair ramp location is shown. ❑ ❑ Minimum foot right -of -way is provided for cul -de -sacs. El ❑ Minimum of foot diameter pavement is provided for cul -de -sacs. El R] ❑ Confirm that utility castings are not in the tire track pattern in the street. Illumination DO N/A OK El El Luminaires — location, type, height, and wattage are shown. ❑ ❑ Service cabinets — location and type are shown. ❑ El Conduits and wire — location, type, size, and length are shown. ❑ ❑ Junction boxes — locations and types are shown. ❑ 'e El Location of power source shown. Channelization and Signing DO N/A OK El ❑ El Lane markers — location and type are shown. 'i ❑ El Pavement markings — location and type are shown. El El Signs— locations and types are shown. in El ❑ Painted street curbs are shown. Signalization DO N/A OK ❑ ❑ Separate detailed plan is provided. ❑ ❑ Pole base location is shown on the street plan. El ❑ Traffic loop location is shown on the street plan. El ❑ Conduit location is shown on the street plan. El ❑ Details of traffic signal system are to be reviewed and approved by the City Traffic Engineer. 18 DO N/A OK WATER QUALITY CONTROL PLAN REVIEW ❑ F ❑ System designed with the use of an oil /water separator. ❑ Y1 ❑ Calculation is provided for proper sizing of the oil /water separator. ❑ g ❑ Coalescing -type separator is provided and sized for the flow of release rate. ❑ '� ❑ Oil \water separator placed upstream of control /detention facility and sized for 0.64 of post - developed two year storm. ❑ 'Pi ❑ Design provides proper layout of the system, including pipe inverts, hinged door top, and location. ❑ ❑ 1?1 System is designed with use of a biofiltration swale. ❑ ❑ 'RI Calculations provide for the proper sizing of the biofiltration swale. ❑ ❑ Biofiltration swale provided and satisfies the water quality control sizing requirements for length, width, slope, and depth of flow. ❑ ❑ iA Biofiltration swale ground cover grasses are identified. 'E] ❑ ❑ All storm drains within the development are stenciled "Dump no waste, Drains to{-wet-Ittntis-erstreams)." ❑ 1 ❑ Proper water quality system bypass is designed, which can include bypassing roof drains, and larger storm events, where required. ❑ ', ❑ System is designed with use of a baffle -type separator. ❑ '1 Baffle -type separator is provided and sized for a 45 minute detention time. This system then discharges into the sanitary sewer. ❑ Ef ❑ Covered wash -down area is shown with the use of a baffle -type separator and discharge to the sanitary sewer. 21 Reid iddleton July 28, 2003 File No. 26 -03- 005 - 014 -03 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Galliano's Cucina (D03 -104) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. We have made the following "red- lined" revisions to the drawings per the direction of the Structural Engineers of Record: • Sheet 2 -L. Add note to see Sheet SL3 for shear wall and hold down schedules. • Sheet 2 -L. Add reference to Detail 10 /SL3 for design of hold downs. • Sheets 2 -L, 5 -L, 6 -L and 7 -L. Renumber sheets and add revisions for design of lateral- force - resisting system. • Sheets 2 -G, 5 -G, 6 -G and 7 -G. Renumber sheets. The revised structural design drawings are in two parts: drawings of the lateral- force- resisting system by Bryan Collons, P.E., S.E., and drawings for the remainder of the building by John Bastian, P.E., S.E. Please verify that this approach is acceptable. Enclosed are one complete set of the structural drawings (bound with the originally submitted architectural drawings) and an additional copy of the revised structural sheets. We are also forwarding the structural calculations, geotechnical report, and correspondence from the geotechnical and structural engineers for your records. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. Philip : razil, P.E., S.E. Senior Engineer vls\ 26se\ planrevw \tukwila \03 \t014r3.doc \prb cc: Mario Galliano David Thorstad Bryan Collons John Bastian RECEIVED !JUL' 2 9 2003 COMMUNITY DEVELOPMENT Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Reid iddleton June 12, 2003 File No. 26 -03- 005- 014 -01 Z = Z 60 00 O 0 . • LLI J = w O g � u_ ¢ = We reviewed the proposed project for compliance with the structural provisions of the p 1997 Edition of the Uniform Building Code as amended and adopted by the City of w Tukwila. The permit applicant should address the following comments. Copies of • o this letter were forwarded to the project contact and structural engineer for your o convenience. 0 I— w • ua LL .. 1. The following list of comments should be responded to in itemized letter form. v = . The permit applicant should have the Engineer of Record respond and resubmit p f - two copies of revised structural drawings and one copy of supplemental Z calculations. All information should be submitted directly to Reid Middleton, Inc. Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Galliano's Cucina (D03 -104) Dear Mr. Benedicto: General Foundations 2, Vertical RECEIVED JUM 13 20f3 COMMUNITY DEVELOPMENT The footing widths at Sections A and 13 Sheet 7 should be increased to P6" as recommended on page 3 of the geotechnical report by Dennis Bruce, P.E. 3. The roof joists at Section B on Sheet 7 should be changed from 12" TJI 35 to 11 -7/8" TJI/PRO 350, as specified on page 1 of the structural calculations by John Bastian. Thus Joist no longer manufactures TJI 35. on Sheet 7 to enable the review of the roof design. Washington Oregon Alaska . 11 Engineers Planners Surveyors 4. The unit weight of the tile roofing (i.e., psf) should be specified at Section A Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 L.L....•.... �H�I� ��. is `5,• Mr. Bob Benedicto City of Tukwila June 12, 2003 File No. 26 -03- 005- 014 -01 Page 2 Lateral 5. The provision for a complete load path capable of transferring lateral loads from the roof diaphragm to the shear walls and the foundation is not clear. Construction details should be added to the drawings that provide a design for transfer of lateral loads. See UBC Sections 106.3.3 and 1605.2. Details should be provided for at least the following design conditions: a) Roof common trusses to exterior shear wall. b) Roof gable end trusses to exterior shear wall. c) Wood roof I-joists to exterior shear wall. d) Exterior shear wall to foundation. e) At Grid F, roof gable end trusses to exterior shear wall, and exterior shear wall above to interior shear wall below at wood roof I-joists(see structural calculations for shear wall locations). The locations of the exterior shear walls are not clear. It appears that all of the exterior walls are intended to act as shear walls. However, there is no indication in the drawings that this is the intent. Also, the Exterior Wall sheathing section of the Structural Notes on Sheet 10 specifies that blocking at horizontal edges is required at shear walls, implying that it is not required at the exterior walls unless they are specified as shear walls. A note should be added to the Floor Plan on Sheet 2 specifying whether Braced Panel Types A and B are shear walls or not. The locations and extent of Panel Type B should also be specified for review. 7. The lateral analysis should be revised. Shear walls are assumed at Grid B east of K, B, Grid B west of N, and Grid E west of K. The walls are 2'0 "in width and 10'6" in height, which result in an aspect ratio of 5.25:1. This exceeds the maximum ratio of 3.5:1, per UBC Section 2315.1 and Table 23 -II-G. 8. The drawings should be revised to include the features of the structural design determined in the structural calculations for the support of lateral (e.g., sill plate anchor bolts, Simpson HPAHD22 or HTT16 holdowns, etc.). Reid iddleton 4 J1;i•'4Atil A7 •s • Mr. Bob Benedicto City of Tukwila June 12, 2003 File No. 26 -03- 005 - 014 -01 Page 3 Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, Phili • Brazil, P.E., S.E. Senior Engineer Reid Middleton, Inc. vls \26se \planrevw \tukwila \03 \t014r 1.doc \prb cc: Mario Galliano John Bastian, P.E. Reid iddleton May 23, 2003 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Galliano's Cucina — D03 -104 Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, Brenda Holt, Permit Coordinator encl xc: Permit File No. D03 -104 Ciy of Tukwila 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 CITY OF TUIWLA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Voice: 206 431 -3670 Fax: 206 431 -3665 Fax To: Dave Thorstad From: Stefania Spencer Fax: 253 941 -4850 Pages: 2 Phone: 253 941 -4850 Date: 04/09/2003 Re: Incomplete Letter CC: CITY OF TUKWILA ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Dave, I have attached a copy of the memo from Ken Nelsen. Mario should have the rest of the packet by tomorrow. Stefania April 8, 2003 Mr. Mario Galliano 16435 Military Road South SeaTac, WA 98188 RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -104 Galliano's Cucina —14201 Interurban Avenue South Dear Mario: City of Tukwila Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 7, 2003, is determined to be incomplete. Before your application can begin the plan review process the following items need to be addressed: Building Department: Ken Nelsen, Senior Plans Examiner, at (206) 431 -3670, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Enclosures Stefania Spencer Permit Technician %l'Lt -tee/ File: Permit File No. D03 -104 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -104 PROJECT NAME: GALLIANO'S CUCINA SITE ADDRESS: 14201 INTERURBAN AV S DATE: 07 -21 -03 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Builuilig Divis� Public Works 4A) G - l 010 Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DUE DATE: 07 -22 -03 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [/ Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO 'rING: Please Route 1661 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 08 -19 -03 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INMALS: Documents /routing slIp.doc 2 -28 -02 PERMIT COORD COPY Not Applicable ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 41.044§"fin oa i+ ACTIVITY NUMBER: D03 -104 DATE: 04 -18 -03 PROJECT NAME: GALLIANO'S CUCINA (- SITE ADDRESS: 'V� 1946t�(jg; 1142.01 n h &vl l X Response to Incomplete Letter # Revision # After Permit Is Issued Original Plan Submittal Response to Correction Letter # DEPARTME TS: Buil Pub !vision Documents /routing slIp.doc 2-28-02 APPROVALS OR CORRECTIONS• r'ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP la-13-03 5 Fire Prevention - c rk A pi�,�d 0 ,251103 Stru ur I ,.1 ]� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -22 -03 Complete El Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROWING: Please Route s tructural Review Required [7 No further Review Required ❑ REVIEWER'S INITIALS:. DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) V Notation: REVIEWER'S INITIALS: PERMIT COORD COPY �t�t¢7t�'h�i+Y . -.txaean. +tmvcwQ'M+�.�a�+mna &pt Iete (o Planning Division 0 Permit Coordinator Not Applicable DUE DATE: 05 -20 -03 DATE: Permit Center Use Only CORRECTION LETTER MAILED: ti" Departments issued corrections: Bldg Fire ❑ Ping PW ] Staff Initials: t[! l PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -104 PROJECT NAME: GALLIANO'S CUCINA SITE ADDRESS: 14201 INTERURBAN AV S DATE: 04 -07 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: tit 1 Building Division Public Works 0 Fire Prevention 0 Structural Planning Division ❑ Permit Coordinator x DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -08 -03 Complete ❑ Incomplete Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: V` ? LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 2 -&' TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2-28-02 PERMIT COORD COPY REVIEWER'S INITIALS: DUE DATE: 05 -06 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: ''J-z / -e City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: GALLIANO'S CUCINA Project Address: 14201 Interurban Avenue S 0 Entered in Permits Plus on Plan Check /Permit Number: D03 -104 Contact Person: Mario Galliano Phone Number: Summary of Revision: RECEIVLp► Cr1Y OF TUKWILA JUL 2 1 2003 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ty 06/25/03 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Li/(1/03 ® Response to Incomplete Letter # 0 Response to Correction Letter # 0 Revision # after Permit is Issued Plan Check/Permit Number: [) ()3 /(3 j c lf)c�n C ✓L►✓'; Project Name: c)5 Project Address: f C t-f , S /4/1/ ! � / �f � s2, -P. - , °J -i�1 g el Contact Person: At ( ci Gn / /iaYl 0 Phone Number: 2-06- 6 , — cc)-,` Summary of Revision: Rig: .11,• 7 ./Av/ ,- C 'p07 /-men Sheet Number(s): "Cloud" or highlight all areas of revision including date ofrevision Received at the City of Tukwila Permit Center by: ,Er Entered in Sierra on -4 /-17 - 03 au CITY © r TUov 20u3 PERMIT CENTER 08/30/00 I rieft; IL 0r 41.1.2.41 u A us • • i *. t P4‘czt. -,. ,-. $ g l Sz './A' f3 ri • r alas , a7 r i ••. ,. r • , 1 • — fit • 44 • t Z } 1'. �•• r• � w S • • s N. ▪ IM i • w 1 `t# ! •• i M+m I a.. rt , A.-- .1 _• r• t,Z is fi 0 1 t 1 s •al M.. • •• • 4 ,- - I 4\ M / s•••• • - -•-•••• ••• • -s/ / ! 1t i. �I M am ' too t + w • 0 t . - f— i 1 I 0 �r... .. : �.1 ...... 0 . ;4. it ij 1; • , P1 r. ' � A y . r' 0 l• t 4 0 I 4 — r t 1 . t om � f .• t y w.. f r 7� It t ' • • H. 1 i •- ,.-. + I 4 'f 1} i a y.— ▪ kT", E 1\c' —‘ r . ti, T V ____4- ._ ,-,,,- .....,, ii — F IT --gt s _ ...._ 4 . ii kr —I— .. _-_ __T__ , , ___ — _v _ _ 4_ "F t 't ., . ..f r _a_ _-. _ ., - 1, kr 1,: .___,) ri --A *---- esI — -----__t z. 4 —+— NC-7:21 -4- i - _.... ,.. _ . v ILA 4°6 S. 299" St. Federal Way, WA 911003 1. L. 114012ale, (253) 94144850 Architect Prr • t I I - • • s +� s • • r ,....... • .,.._. !►-- Ar s VIM+ +— +.rte + err . �. Sys. .•••••• • _r..4 -..• + — . i • • ••••• • - S 4•••••••••• • - ..r { • 4 ..•... . 1._.... 1 _,.. \ 1 1. • fi 1 -+f +� - -- to -.1 ?n. '11171 .VP' ; _ - +rr u at • ... . • w 1 ..'. ••r••••••••••••• - .... J 1 s - .�._.. �.. �._ N. _ •••••,, • r to 41 • .:.� two t 1 1 i -+ I i 406 S. 2119TH 6t. Federal Way, WA 95003 41/1t) c.. IMORCIAD (253) 941 Architect a t I • Of • FILE COPY G3o� St sif fq53(,s: r. •a • r L 1 I H 4<61- - 1 I i I r I r Y • r { • 1 • • II • .r" 1 I • - t a, 1 —� - 1 r 1 4 • ' r j 1 1 • S r i • i , . •' 4'' t r' $4 , ' k L I bi t.. 1 6...T. P INi. . f • •.. I ► "r- } s , •, N • • 4 • • es _ • 10 FoLA r., b• 4- .0 • 1 Lo+ ?I 2 Sx-s- 4 2 . h•Y • f • . ' L , r•' 4• • G S n. me C ore 4 for « L` 1 r -- r f . ..414.• • j ijS 7 % j • G i • I understand that the Plan Check approvals ar subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. N 41 f 4jrr r-- ortp3464., • cm iu# woo BY Date Permit No. —may .y�Y ••. FILE COPY r; • • V .I •... -M. +�.•�.a ....r.v�r.- -..V..� •.r ti .. • n Mr . r 46.004-40111•• — TT - 4,k t r t -q _ - ------------- — t 4. pat: r Ap ti fifii i d7 a -..-... f... 4 It ti • + 1 4 • -j .0 A ti ; 1.+Z.,,1 I ...P ' _ 1 ~'`H: v, f idiJi.....id t i z„ i —.. _. .••.,...••4 rr • a. I f • maa ,,,,,,,,,11 _..... ._ _ _ - • _ • •4 f a — - . * --- • ,.•.� --•i I k V lad tior., „ „iyir„, „ "tt , „ REVISIONS' NCI CHANGES SHALL BE MADE TO 114E SCOPE OF WORK WITHOUT PR1Cq ii# OF TUKWILA BUILDING DIVISICA. MD WV MUM AMMON& AIM RENEW FEE& ) 4..1 t.,,.)1e Mae 31 morlammaa • zAitzz y4-tpr il .:Y: 1 /1 4L - ., 1 1 (6=N 4:ir... ....:....—• - A , '1.0:::14-t'i ( I i pipb.4.1 SEPARATE PERMIT REQUIRED FOR: / MECHANICAL ELECTRICAL _ if PLUMBING 1- OfGAS PIPING BUILDING DIVISION CITY OF TUKWILA I ao CORRECIION - ) 4 "" • / P ERMIrr callo ryrv -101 2 1 2ao3 - Irk • small 4 fis t4 or rig vt Eft 44 f di 1 f eon IPA 17 ,...., . G - Pt\ • s 7 C (*.R ,I L 1 r air C ... 4•••11•111::••••••••■•••••••• •,) . V " I i ' 1 1 . _ ,7 • ~ - -_ • • } { ! ,; !7 T , rat PIM N 1 t +1. ♦ r• r� I 1 r 1 i i ` . ,r. r . ") t � 4. • I f �i ► •��' j -, • 4 4 •- • it • 1 p . , _ ft tr. �a T t — /,* .r i r 7L tt • -� L . I } 4 4.. • ••••••• •••••••■••••. •• --- w --- -4 • T, • 17 • 2.„0 • • 1 f CD w and S. 2119TM St. Federal Way, WA 9S003 T,avro L. TMORC!D (253) 941.4850 Architect I y i " • 4 L [r J + t • pr• f i 1j1; • >! • • • i1 a . •r• • ^� 1 ' r ,r * r �r / • • �. • i 1 •- .•- J • YIr K yy r • • • r ..� • •••• • ♦a _ . ....fir. 3 • •1 • 4 to/ • r • • • t . r 7 • tt .- ti - ---- - • ■• r L1 t� P . r K'• •'. '' f . w b �" , r . • • F - - . 1 a .r • or • r r • • • -. • • j - r - .... r � l ey . • 1-1" j" r • J . -` r 1� ++ , , t �a• 1 •a i ". ` •.. .. + o • , ! Oro 1" edirqui_ ova in &Lfi11 lout 84)t+iMa,MA ✓ewFiU�{i� Yt4Yd. 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Jl k' • • r• 6• . r - to r �-•+ . b - f J • • • 1 I ie tem Joe 1. % �► * ` • !'fr-1. 1 • +r ♦ . �, • $1. !Nor. i rrs . is 4 • r ►• — - ,� 1 �1 . • • 1 9 !1 to .•+ L I / S' r • 1 i! 1 it 0 p.... t .--,,..i it - i 1 ' 1 4 ""4 ; * TT4 tL.,„i,,,it.,e--., -,s!, "-- , 1 , , :.. -- I .. : , .... % . -1 ..,..7,''. 0 .4 ". b 6— i Yr: .4:- V, t • r • 4 1,444 r . T , i r,A-7 - j..-...... rcL---nt-i4. •,, #L: / _ _ _ ._ • _ .--„iii 1 I , L ` ) ' ! !r 0 f � , i ll-r ..... I '-) / .4 4 . 1 1 -* 1, t:. it: f PROVIDE VENTILA TION FOR ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO UNDERSIDE OF ROOF RAFTERS. REF: U.B.C. 1505.3 ♦. • G • ,'R,,.. • i • f.-- f.-- • ) r .... • : � * r l 1 • 1 0 3 fq• 0 tiov • • . 1 1 -1 L • P 7 • • fi • � fY• Ir -s t • iss..01'-' '. w41t •�� . .:. X " i► - � .- .` .- ,r..Si... i • BUILDING DIVISION NOTE t. • ILA r . ''' , fi f.-"Di L lt. , - . ' l' le P se akr- rir • • • • 4. 7 Ore of 1\100 ifPc 0:1 1-47.1 r==== F :=7;*" . 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Federal Way, WA 96003 (253) 9414850 04W0 L. �D Architect • DESIGN LOVE ROOF — FLOOR WIND SEISMIC f'c MEM (BASE VIILU ) 9E/WS 4X BEAMS 6X POSTS STIRS GENERAL STRUCTURAL NOTES • (th. folowing apply unless shown otherwise on the pions) ALL CONSTRUCTION SHALL CONFORM WITH THE UNIFORM BULDING COOS (LBC) 1M7 EDITION. STRUCTURAL DRAWINGS SHALL BE USED N CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL V"ERFY DIMDSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTFY ARCHITECT OF ANY DISCREPANCES. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRIT1IG TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WIU. NOT SATISFY THIS RE NT. DRAWINGS INDICATE GENERAL AND TYPICAL DETALS OF CONSTRUCTION. WHERE CONDITKINS ARE NOT SPECIFICALLY M ICATED BUT ARE SIALAR CHARACTER TO DETAILS SHOWN, U S.AR DETALS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE CONTRACTORS FALURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT ' DOCUMENTS. CONTRACTOR RESPONSIBIUM THE CONTRACTOR IS RESPONSIBLE FOR CONFORMNG TO ALL OSHA AND WISHA SAFETY STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY W AND AROUND THE SITE AND FOR THE STRENGTH AND STABILITY OF ALL PARTIALLY COMPLETED STRUCTURES. THE CONTRACTOR SHALL AT HIS DISCRETION EMPLOY THE AID OF A WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER TO DESIGN ALL TEMPORARY BRACING MID SHORING NECESSARY TO COMPLETE THE WORK IN THESE CONTRACT DOCUMENTS. IT IS THE CONTRACTORS RESPONSIBL.ITY TO BE FAMILIAR WITH THE WORK REQUIRED H THESE CONSTRUCTION DRAWINGS AND THE REQIJREMENNTS FOR EXECUTING IT PROPERLY. LOAD 25 PSF 80 IMP gE B�NTIAL) ZONE 3 , INSPECTIONS: NOTFY BULDING DEPARTMENT FOR BULDING DEPARTMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE. FOUNDATIONS FOUNDATION& " DESIGN SOL PRESSURE i= 2000 ,:F ASSUMED). ALL FOOTINGS SHALL BEAR ON A MINIMUM OF 18 BELOW SURFACE ON FIRM UNDIST D SOL MO SHALL BE LOWERED TO FIRM BEARING E SUITABLE SOL IS NOT FOUND AT MINIMUM FOOTING DEPTHS. CONCRETE: MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE CODE. MAXIMUM SIZE AGGREGATE SHALL BE 1 -1/2 INCHES. MAXIMUM SLUMP AND MINIMUM CEMENT CONTENT SHALL BE AS FOLLOWS: 2500 PSI 5-1/2 4 INCHES ALL CONCRETE RErFORCIING STEEL: ALL #5 BARS GRADE 60, AND #4 BARS GRADE 40. BARS SHALL BE SECURELY TIED IN PLACE OR SHALL BE SUPPORTED ON ACCEPTABLE CHARS. LAP ALL SPLICES 2'--4 MINIMUM UNLESS NOTED OTHERWISE. PROVIDE 14 ELBOW BARS TO LAP ALL HORIZONTAL STEEL AT CORNERS AND V1TERSECTIONS 1N FOCMNGS AND WALLS. SLABS ON GRADE TO BE REINFORCED WITH 6 x 6 W2.9 x W2.9 MESH. IAMMUM CAST 14 PLACE CONCRETE COVER OVER REINFORCING STEEL UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 NICHES CONCRETE EXPOSED TO EARTH OR WEATHER: z ��s�� FOR s e��rn LARGER OTHER CONCRETE: WALLS 3/4 NCH SLABS 1 NCH o � 12 DOUG FIR 2 HEM FR S ALL OTHER LUMBER HEM FR #2 OR BETTER (F4 � 850 PSI) PfEFAN(.ATED FLOOR JOISTS JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUS JOIST CORPORATION OR APPROVED EQUAL BRDGNG. BLOCKING AND WEB STIFFENERS SHALL BE FRONDED AS RECOMMENDED BY MANUFACTURER OR AS NOTED ON THE STRUCTURAL DRAWINGS AND NOTES, WHICHEVER IS MORE STRINGENT. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS EXTENDING 1/3 OR MORE OF JOIST SPAN AND AROUND ALL OPENINGS N FLOORS OR ROOFS UNLESS NOTED OTHERWISE. FABRICATOR SHALL gIBMT SHOP pR/►WNGS TO THE ARCHITECT FOR REVEW PRIOR TO FABRICATION. TO INCLUDE LOCATION OF ALL WEB PENETRATIONS FRONDED BY YMUFACTURER ADDITIONAL PENETRATIONS SHALL BE APPROVED BY MANUFACTURER. FABRICATOR SHALL VERIFY ALL JOIST LENGTHS PRIOR TO FABRlCATIOPL P P LIAR PSL � SHALL BE AS NOTED ON PLANS AND AS MANUFACTURED BY TRUS JOIST CORPORATION VED EQUAL. MUM ALLOWABLE DESIGN STRESSES SHALL BE: Fb = 2900 PSI AND E as 2.000.000 PSI. MICROLLAM 'NIL., MCROLLAM (L JOISTS SHALL BE AS NOTED ON PLANS AND AS MAMEACTIBED BY 'TRUS JOIST •• `4 " • . TION OR APPROVED EQUAL. LINIALIM ALLOWABLE DESIGN STRESSES SHALL BE: Fb - 2600 PSI AND E - 1,900.000 PSI. WE LNANATED woo0 NEMER& CLUE TED WOOD BEAMS, DOUGLAS FR, KLN DRED. STRESS GRADE COMNNATION 24F -V4 (Fb - 2400 PSI FOR SIMPLE SPANS AND 24F -V8 FOR CANTLEVER AND CONTIVUOUS SPANS. GLUE SHALL BE CASEIN MOLD INHIBITOR. ANY PORTION OF GLUE LAIANATED BEAMS EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY ROOF. SAVE OVERHANG OR SIALAR COVERNG SHALL BE PRESSURE TREATED MATH AN APPROVED PRESERVATIVE. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THIN 1/2 NCH DIAMETER. AITC STPW AND CERTIFICATION RE WOOD CONNEC'TIOle ALL FRALING DETALS SHALL BE N A � UNIFORM 7 � ALL NALS FOR ON TIC PLANS SMALL a ON WIRE NALS NOTED F NAL sues ARE T. BE USED E. STAPLES T1 OR LIST SST OF NALS WITH DATA : • AL TO EQUIVALENCE NO OBTNN IIFETEN ACCEPTANCE PRIOR TO MAMIE BOLTS TO BE A-307. STAMM PLATE WASHERS SHALL BE U N D E R ALL BOLT HEADS NO STS CONTACTNG WOOD. Mi IETM CONNECTORS SHALL BE FILLY NAILED OR BOLTED IETM CONNECTORS AND HANGERS SHOWN ON THE DRAWINGS OR WOWED BY INFERDCE TO ACCOMPUSH MME- APE THOSE MARAFACTURED BY THE UPS ON COMPANY. METAL CONNECTORS AND HANGERS BY OTHER MA C MAY BE CONSIDERW MERE LOAD CAPACITY IMF DIMENSIONS APE EQUAL OR BETTER. JILL SUBSTITUTIONS MUST BE SUOIIITTED TO THE ARDITECT FOR APPROWL. MIN. SACKS OF CEMENT/CY OF CONCRETE MAX. SUNS LOCATION OR BETTER OR BETTER OR BETTER OR BETTER OR BETTER w • r 111 850 PSI) Fb a 1000 P Fb 1350 PSI Fc as (Fc X 800 � = ) EPDXY GROUTED ANCHOR BOLTS AID ROWORCINENT EPDXY GROUTED ANCHOR BOLTS AND RENFORCEMENT SHALL BE HLTI "HT HY150" ADHESIVE ANCHOR SYSTEM OR APPROVED EQUAL. FOLLOW MAMJFACTURERS RECOMMENDATIONS FOR INSTALLATION. EXPANSION BOLTS EXPANSION BOLTS NTO CONCRETE SHALL BE lILTI "KWIK BOLT r OR APPROVED EQUAL. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION. BEARING WALL F . EXTERIOR WALL FRAMING SHALL BE 2x6 AT 16" 0/C. AND INTERIOR WALL FRAMING SHALL BE 2x4 AT 16 0/C UNLESS NOTED OTHERWISE. ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE 4x8 DF 2 FOR OPENINGS 6'-0" AND LESS WITH ONE CRIPPLE AND ONE KING STUD EACH END, 4x12 DF #2 FOR OPENINGS GREATER THAN 6 WITH TWO CRIPPLES AND TWO KING STUD EACH END. ALL COLUMNS NOT CALLED OUT ON PLANS SHALL BE TWO STUDS, NAILED WITH 16d 0 16 0/C STAGGERED. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH A APPROVED PRESERVATIVE. STAGGER SPLICES OF TOP PLATES A MINIMUM OF 48 AND NAL 10- 16d EACH SIDE OF SPLICE. EXTERIOR WALL SHEATHING ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1 2' CDX OR OSB (EXPOSURE 1 RATED) AND NALED WITH 8d COMMON WRE NAILS AT 6 0/C AT EDGES AND 8d C WRE NALS AT 10 0/C AT INTERMEDIATE SUPPORTS. BLOCKING AT HORIZONTAL PANEL EDGES REQUIRED AT SHEAR WALLS. ALL SHEATHING SHALL BE CONTINUOUS FROM P.T. PLATE BOLTED TO FOUNDATION TO STUDS ABOVE. AT UPPER FLOORS SHEATHNG SHALL BE CONTINUOUS TO RIM JOIST, OR APPLY FULL SHEET AT FLOOR LINE. AT UPPER FLOORS NAIL SHEATHING TO DOUBLE TOP PLATE AND BOTTOM PLATE OF WALL ABOVE WITH 8d COMMON AT 6 O /C. SEE TYPICAL EXTERIOR WALL NAILING SECTION. FLOOR AND ROOF FRAMNG. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS EXTENDING 1/3 OR MORE OF JOIST SPAN AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS NOTED OTHERWISE. ATTACH TIMBER JOISTS TO FLUSH BEAMS (FB) WITH S'SON U SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE, UNLESS NOTED OTHERWISE. NAIL ALL MULTI-JOIST BEAMS TOGETHER WITH 16d NAILS 0 12 INCHES O/C STAGGERED. FLOOR AND ROOF SHEATHING: APPLY 0 / AT ALPLYWOOD SUPPORTED E �ND COMMON WIRE NAILS MEMBERS WITH 0/C TINTERIOR WIRE SUPPORTS. APPLY 14: CDX SHEATHING ON ROOF NAILED TO STFFENERS OR RAF T RS WITH 8d COMMON WIRE NAILS 0 6 0/C AT SUPPORTED EDGES AND 8d COMMON WEE • 12' 0/C AT INTERIOR SUPPORTS. BLOCKING OF INTERIOR EDGES NOT REQUIRED UNLESS NOTED ON PLANS. ALL FLOOR AND ROOF SHEATHING SHALL BE RATED EXPOSURE 1. NAL AND BOLTING SCHEDULE ALL NALS SHALL BE COMMON WRE NAILS UNLESS NOTED OTHERWISE. 16d NALS 0.162 INCHES DIAMETER BY 3 1/2 INCHES. 10d NAILS 0.148 INCHES DIAMETER BY 3 INCHES. 8d NALS 0.131 INCHES DIAMETER BY 2 1/2 INCHES. ALL NALS OF US MANUFACTURERS. BOTTOM PLATE TO WOOD FRAMING BELOW 2x JOIST TO SLL OR BEAM TJI JOIST TO SLL OR BEAM RIM JOIST TO JOISTS RIM JOISTS TO SILL OR TOP PLATE 2x BLOCKING TO JOISTS 2x BLOCKING TO BEAM OR TOP PLATE TJI BLOCKING TO BEAM OR PLATE STUDS TO SOLE PLATE DOUBLE TOP PLATES DOUBLE TOP PLATES AT SPLICES DOUBLE STUDS KNG STUD TO HEADER KING STUD TO TRIMMER STUD RAFTERS AND TRUSSES TO TOP PLATE P.T. PLATE TO FOUNDATION REFER TO TABLE NO. 23- I --B--1 OF THE UBC FOR 16d AT 6" 0/C 3-16d TOE NAILS 2-16d 3-16d FACE NALS 16d TOE NAL AT 8" 0/C 2-16d EA END 16d TOE NAIL AT 8" 0/C 16d AT 8 O C 2 -16d FACE N EACH END 2-16d AT 16" 0/C 10-16d EA SIDE OF SPLICE 16d AT 12 O/C 4 -16d FACE NAL 16dAT12"0 C 2--16d TOE NALS AND 1-11 TIE 5/8 DIA A.B. AT 48" 0/C W 9" (MINIMUM) EMBEDMENT CONNECTIONS NOT LISTED ABOVE. See SM&a; ,5L1 4noi- qe 4414 (z t- FR) u u! RED MIDDLETON, INC ii i IZ '' • J Lt Ai 2 4 Z :Q REID MIDDLETON, INC. 11 RECEIVED ; ,r TUKWILA APR 1 7 2003 PERMIT CENTER 1 l7 V.. • LAL , r • °Pi hi-* } .. 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P1-3 • • • !t') • • • • ID Nr 1 st. N • )`-rt-4 • General Structural Notes (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS) CRITERIA: T 1 • _ MATERI 5 WORKM ' P SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE UNIFORM BUILDING CODE (MI EDITION). 2. DESIGN LOADING CRITERIA: ROOF LIVE LOAD WIND EARTHQUAKE SEE PLANS FOR ADDITIONAL LOADIN6 CRITERIA. 25 PSF 80 MPH, EXPOSURE 'B' ZONE 3, R = 5.5 3. STRUCTURAL DRAWIN65 SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWIN65 FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRAGIN6 FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, , TECHNIQUES, SEQUENCED OR PROCEDURES REQUIRED TO PERFORM THE WORK. 6 . CONTRACTOR - INITIATED GHAN6Ca SHALL BE SUBMITTED IN YBRI TI N6 TO THE OONER AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHAN6E5 SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS RSQUIR C4T. DRAWIN65 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. MERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOMN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE OWNER AND THE STRUCTURAL ENGINEER. S. SHOP DRAWINGS FOR REINFORGIN6 STEM (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION) AND STRUCTURAL FE L, SHALL BE SUBMITTED TO THE OtfER MV STRUCTURAL EN6I NER FOR REVI ELI PRIOR TO THE FABRICATION OF THESE ITEMS. q. SHOP DRAWING REV I ELI : D I MEMIS I ONS AND QUANTITIES ARE NOT REVI EMED BY THE ENSI WEER OF RECORD, THEREFORE MUST BE VERIFIED BY Tif CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWI N65 PRIOR TO REVIEW BY BN6INEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE MILL BE MARKED AND RETURNED. SHOP DRAMIN6 SUBMITTALS PROCESSED BY THE ENSI WEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP PRAWNS SUBMITTALS BY THE CONTRACTOR IS TO DETIONSTRATE TO THE ENi6INEER THAT Tif CONTRACTOR UNDERSTANDS THE DESI6N CONCEPT BY I NDICATI N6 Y1II CH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAI L I N6 THE INTENUED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISC"ANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE BNHGINER, THE DESIGN DRAMIN65 AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOPED. 10. INSPECTION: CONCRETE CONSTRICTION, MASONRY CONSTRUCTION, STRUCTURAL STEEL FABRICATION AND SECTION (INCLUDING FIELD DI N6) , EXPANSION BOLTS AND THREADED EXPANSION INSERTS, AND EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1101 OF THE UNIFORM BU I L.DI N5 CORE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTI N6 AGENCY D aI6NATEO BY THE OMF3R. THE CANER AND STRUCTURAL. BNbIhER SHALL BE FURNISFE.D WITH COPIES OF ALL INSPECTION REFORT5 AND TEST RESULTS. &NOTE #HN I GAL : 11. FOUNDATION NOTED: SUB RODE PREPARATION INCLUDING DRAINAGE, EXCAVATION, GOMfACTION, AND FILLING iREWIRFME4TS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS 6IVEN IN THE SOILS RIYORT OR AS DIRECTED BY THE SOILS 13451 VEER. FOOTI N65 SHALL !EAR ON SOLID UNDISTUREED EARTH ( CONTROLLED, COMPACTS) STRUCTURAL FILL OR BOTH) AT LEAST W BE LOM LOWEST ADJACENT FINISHED 6RADE. FOOTING arms/ ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINI MUM AND FOR 6U IDANCE ONLY TFE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISIED BY THE CONTRACTOR IN THE FIELD WORKING KITH THE TESTING LAB AND SOILS BN$I VEER. BACKFI LL BEFII MD AL RETAINI N6 MALLS KITH FRED DRAINING 6RAMJLAR FILL AND PROVIDE FOR SUB6URFACE DRAINAGE AS NOTED IN THE SOILS T. ALLOMABL.F SOIL PRESSURE (NATIVE) 2,000 PSF LATERAL EARTH PRESSURE - ACTIVE (UNRESTRAINED) 40 PCF LATERAL EARTH PRESSURE - PASSIVE 250 PCF COEICIENT OF FRICTION . 0.40 SOILS REPORT REFERENCE. REPORT BY: 1 qq1 UBC TABLE 18- I -A 12. E »'N6ION BOLTS INTO GQNIGifTE SHALL EE ' PE -M. L' 106E MOM_ EXPANSION BELTS INTO &ROC ED MASONRY UNITS SHALL EE 'SLEEVE-NI' SLEEVE MOORS, AS MANUFACTURED BY 5I> SON STR 145-TIE INSTALL IN STRICT ACCORIDAKE NI' 4 IOW REPt RT NC. ED -3631, INCLUDING MINIMUM 134EDPENT REGU I E4TS. 8OLT5 OR INSERTS INTO CONCRETE W4SORY OR BRICK Ws5Oft' UNITS SHALL EE INTO FLLY 6AOUTED CELLS. SPECIAL INSPECTION I5 REQUIRED FOR ALL ExPAN5I4N BOLT fro INSERT INSTALLATION _ EXPANSION BOLTS AND IREERT5 944LL NOT BE i/5ED AS SLIBTI?'U115 FOR 943EDDED Oi494 R BOLT'S Ut .E56 SFECIFI CALLY APPROVED BY THE STRUCTURAL E N5I1EER _ 13 . E OXY M1CK ! T«4READH) IaOD OR RE W-ORG I M6 Bok 9#4.6 EE MUTED MIT" E'P17)C" -1. E EDVXY 8Y 51M574 5710E5 -TIE ODIC, RI Nb 5Y5T9t5. INSTAL., :N STRICT frahnotia l4; IGEO Re7R"r' P. ER-52 . 9 AL I N5FEGTION 15 :RED FOR AIL EPo r-ed7l,'''ED ANCHOR INSTALLATIONS_ '- I NOM 5 L 1 47 BE J5E0 AS all5T7UTE5 rOR MEMO WW1 801.T5 UNLES6 APPIWED BY TIC FiaJC7JR04. SPb: R • C001:11:: 14. WM SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBG SECTION 1805 AND AGI 301. ST1EN5THS AT 28 DAY5 AND MIX CRITERIA SHALL BE AS FOLLOWS: 28 DAY STRBN6TH5 MAXIMUM MINIMUM GEhENTI TI OUS CONSTRUCT I ON TYPE (f' c) SLUM' MATERIAL PER CUBIC YARD A. SLABS ON 6RADE " • " TOPPING SLABS 2,500 PSI" 5' B. FOOTIN66 AND STEM WALLS 2,500 PSI ' 5' 11 MIXES SHALL BE PROPORTIONED SO AS NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED. 5 SACKS 5 SACY.S THE MINIMUM AMOUNTS OF CEMENTITIOUS MATERIAL AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONICRETE PERFORMANCE MIX I5 SUBMITTED TO THE STRUCTURAL EN&I NER AND ThE BU I LDI N6 DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE A66RE6ATE, WATER AND ADMIXTURE AS YELL AS THE HATER / GEMENTI TI OUS MATERIAL RATIO, SLUMP, CONCRETE YIELD, SHRINKAGE DATA (WERE SPECIFIED) , AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH AGI 31841, CHAPTER 5.REVIEW OF MIX SUBMITTALS BY ThE EN6I1 OF RECORD INDIGATES ONLY THAT INFORMATION PRESENTED CONFORMS 6ENERALLY MITHf THE CONTRACT DOCUMENTS. THE CONTRACTOR AND THE SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED MIX PERFORMANCE. ALL CONCRETE WITH SURFACES EXPO5ED TO STANDI N6 MTER SHALL BE AIR - ENTRAINED WITH AN AI R CONTENT CONFORMIN6 TO 144 U.B.G. TABLE 1414-1. 15. RE:I NFORCIN6 STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, f = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE 6RADE 40, fy = 40,000 PSI. hEL.DED WIRE FABRIC SHALL CONFORM TO ASTM A -185. 16. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOCKS AND 6&S) IN ACCORDANCE WITH AGI 315 -'12 AND 318 -iq. LAP ALL REINFORCEMENTS IN fr(CORDANCE WITH "THE REINFORCING SPLICE AND DEVELOPMENT LEN6TH SCHEDULE.' PROVIDE CORNER BARS AT ALL MALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT 5I DES AND ENDS. NO BARS PARTIALLY DOMED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENSI NEI R. 1 CONCRETE PROTECTION (COVER) FOR I NFORGI N6 STEEL SHALL BE AS FOLLOWS: FOOTI N65 AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' FORMED SURFACE'S EXPOSED TO EARTH (I.e. MALLS BELON 6ROUND) OR WEATHER (*6 BARS OR LARGER) . . . 2' (*5 BARS OR SMALLER). . . 1i' COLUMN TIES MV BEAM STIRRUPS 1i SLABS AND WALLS ( INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS I ") or . . . I. lb. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAMIN66 FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND MINDOM OPENINGS IN ALL CONIGRE:TE MALLS. SE MECHANICAL DRAMIN65 FOR SIZE AND L XATI ON OF MISCELLANEOUS MECHANICAL OPENIN66 THNOU6H CONCRETE MALLS. 5E ARCCHITECTURAL DRAWIN65 FOR ALL 6ROOVLx , NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED Co NCRE E SURFACES. 1q. TIt R: FRAH NG LUMBER SHALL BEE KILN DRIED OR MC-1q, ATV 6RADED AND MARKED IN COWCRMANCE WITH M. C. L. B. STANDARD 6RADIN6 RULES FOR VEST COAST LUKE R. NO. 11. FURNISH TO THE F0110 MINIMUM STANDARDS: JOISTS: (2x ) HEM -FIR NO. 2 MINIMUM BASIC DESIGN STRESS, Fb = 850 PSI, Fv = 15 P5I (6x 4 LARGER MEMBERS) DQUGL.AS FIR NO. 1 MINIMUM BASIC DESIGN STRESS, fr = 1 000 PSI, E = 1600 K5I 5TUD5, PLATES, LEDGERS 4 MISCELLANEOUS LI6HT FRAMING: *ERE NOTED ON PLANS OR IN DETAIL5, 5TI05 a PLATES SHALL I. fe4 -FIR NO. 3 OR STUD ERODE MINIM1NJM BASIC DEESIGN STRESS, Fb = 500 P5I , E = 1 200 K5I Fc = '125 P5I 511 PLATES SHALL E 1EM4 -FIR UTILITY 6R D OR BETTER. DOUGLAS FIR 5TAIVARD 6RADE OR BETTER MINIMUM BASIC DE5I6N 51 6, Fb = 550 PSI, E = 1400 K5I = 1350 PSI NOTE: FINGER JOINTED 5T1J05 MAY BE SUBSTITUTED ONLY IF Ti•EY MST PIESCRI EE" 511e6 URI TERI A . • •.i' '! v ia iwoc ti • T I 1 3ER (NT.): 20. PREFABRICATED PLYWOOD YEB 415T5 SHALL BE DESI6NED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS 9 OWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE M TH T E MANUFACTURER'S PUBLISHED SPECIFICATIONS. THESE PRODUCTS SHALL BE MANUFACTURED TO THE STANDARDS SET FORTH IN THE ICBO EVALUATION 5ERVICE, INC., REPORT NO. PFG 3154. ALL NECESSARY BRIDGING, BL.OGKIN6, BLOCKING PANELS, STIR, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRMI N65 AND DE5I6N CALCULATIONS TO THE ARCHITECT AND STRUCTURAL EN6I NCR FOR VI E M PRIOR TO FABRICATION. DE5I6N SUBMITTALS SHALL BEAR THE STAMP AND SI6NATURE OF A REGISTERED PROFESSIONAL EN6I WEER, STATE OF NASHI N&TON. PERMANENT AND TEMPORARY BRI D6I N6 SHALL BE INSTALLED IN CONFORMANCE KITH MANUFACTURER'S SPECIFICATIONS. DESI6N SHOWN ON PLANS I5 BASED ON LUMBER MANUFACTURED BY THE LOUISIANA - PACIFIC CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED 5U5,.EGT TO REVIEW AND APPROVAL BY THE ARCH I TECT AND STRUCTURAL EN6I NCR. ALL JOIST HANGERS AND OTHER HARDWARE NOT SHOWN SHALL BE DESIGNED AND SUPPLIED BY THE JOIST MANJFACTURE'R. 21. PLYWOOD ShEATHIN6 SHALL BE 6RADE G-C, C-D, OR STRUCTURAL II WITH EXTERIOR GLUE IN CONFORMANCE WITH U.B.C. STANDARD NO. 23 -3 OR 25-q. ORIENTED STRAND BOARD OF EGU I VALIENIT THICKNESS, EXPOSURE RATING AND PANE. INDEX MAY EE USED IN LIEU OF PLYW000. SEE PLANS FOR THICKNESS, PANE7... IDENTIFICATION INDEX AND NAILING REQJ I RC CTS. 22. ALL WO0P PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY Y SHALL BE PRESSURE- TREATED WITH AN APPRIOVED PRESERVATIVE. VE. PROVIDE 2 LAYERS OF ASPHALT I MPRE6NATED BUILDING PAPER BETMEEN UNTREATED Lam, BL.00KI N6, ETC. , AND CONCRETE OR MASONRY. 23. TIMBER COI+ TORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE 'STRONG - TIE' BY SIMPSON COMPANY, AS SPECIFIED IN THEIR GATALO6 NO. C- 2003. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE IGBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES AND ARE SUBMITTED TO THE BN&I tEBR FOR APPROVAL. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WI TN THE MANUFACTURER'S RECOMNENDATIONS. WERE COMEGTOR STRAPS CONNECT TM , PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASIM A301. PROVIDE MASHERS UNDER THE HEADS AND M.JTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE CEO 41ON. AL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEM3ERS CONNECTED. ALL JOISTS AND MULTIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'LW SERIES SI PFSSON METAL JOIST HANGERS. 24. MHOOD FRAMIN& NOTES: THE FOLLOWING APPLY UNLESS OTH E RMI SE SHOW ON THE DRAWINGS: A. ALL WOOD FRAMI N6 DETAILS NOT SHO*I OTFERMISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE AS SHOWN IN DETAIL 16/5A3.1. MINIMUM NAILING, UNLESS OTH ERMI SE NOTE?, SHALL CONFORM TO TABLE 23-1-0 OF THE UNIFORM BUILDING CODE. COORDINATE THE SIZE AND LOCATION OF ALL OPENIN65 MITH THE ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NITS OF ALL BOLTS AND LA6 BOLTS BEARING ON WOOD. INSTALLATION OF LA6 BOLTS SHALL CONFORM TO UBC SECTION 2331.1.2 1 INSTALLATION OF BOLTS SHALL 0E 0;34 TO UBC SECTION 2336.1.2. B. MALL FRAMING: ALL STUD MALLS SHO*I AND NOT OT}IISE NOTED SHALL BE 2x4 STUDS s 16 AT INTERIOR MALLS AND 2x6 • 16'oc AT EXTERIOR MALLS. TNO STUDS MINIMUM SHALL BE PRc /IDEO AT THE END OF ALL MALLS, AT EACH SIDE OF ALL OPENINH65, AND AT THE ENDS OF ALL BEAMS AND HEADERS. SOLID BLOCKING FOR MID COLUMNS SHALL BE PROVIDED THNOU6H FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BL OCKIN6 AT MID- HEI6HfT OF ALL STUD MALLS OVER 8' IN HEIGHT. ALL STUD MALLS SHALL HAVE THEIR LONER MOD PLATES ATTACHED TO MOOD FRAMING BE.OM MITE+ 16d NAILS AT 12' oc STAb6ERED OR BOLTED TO CONCRETE MIT H %' DIAMETER ANCHOR BOLTS (EMBED 1') e 6 UNLESS INDICATED OTHE RAISE. INDIVIDUAL MEMBERS OF BUILT -UP STUD POSTS SHALL BE NAILED TO EACH OTHER MITH 16d a 12'0G 5TA66ERED. REFER TO THE PLANS AND SHEAR MALL SCHEDULE FOR REWIRED SHEAININ& AND MA►ILIN6. UNLESS RISE NO TED, NAIL ALL EXTERRIOR MAILS PER SHEAR MALL TYPE 5' = 5 x (D1/D2) 0 D. NAILING: ALL NAILS SPECIFIE3D ON DRAMIN166 MERE DESI6ti TO BE COLON. PNEiMATIGALLY DRIVE3N NAILS OF THE SAME LEN6T14 MAY BE SUBSTITUTED FOR COMMON NAILS PROVIDED THEIR NUMBER IS INCREASED (SPACI Nb IS ) IN PROPCRTI ON TO THEIR DIAMETER ACaGORDI NG TO ThE FOLLOMI NG F0 i)LA: 5' = 1E1 REQJ I tRED SPACING 5 = DESI6N SPACING SHOWN ON THE DRAWINGS DI = DIAMETER OF 91STITUTED NAIL D2 = DIAMETER OF COMMON NAIL SOW IN TABLE AT RIGHT NAILS 8d 10d 12d 16d COMMON DIAMETER 0.131' 0.148' 0.148' 0.162' • 1 w E D ' i s { E 7 \\ • • 0 n z i( 0 0 0 z C. C z TM a WU- rte �4. EXPIRES 11/02/2002 COLLONS ENGINEERING 5205 NE 18111 CT • Ream, WA 99059 p: 425128.9283 • m: 206.510.1899 All MB ELL ELL iik Galliano's Cucina A A A Owner: Mario Galliano 4330 S. 177th Street Tukwila, WA p: (206) 683 -5059 000 LATERAL ONLY t 2 FO' peel* xer 'Sates SLI Project Address: 14201 Interurban Ave. S Tukwila, WA • �'� • (10) 1601 6 4 "oc STAGGERED AT EA. 510E OF SPLICE AND TOPPI% PER PLAN FOR CJIL�-a,'S M G04474 Sff IDCM. rfF�.2 S €ATI-41 b PER SHEAR WALL SCHEDULE. SEE PLAN. EXrEND PROM TRU55 TOP CORD TO BOTTOM OF POW ALL 6' -0" MIN. BETWEEN SPLICES SPLICE TO OCCUR I� AT . OF VERT. STUD, TYP. f" . V I6d ® 12 "oc STAGGERED ELSEWHERE Top Plate Splice BEAM PER P.AN S€A " -4i% PER SHEAR SC,►EDLLE_ 5EE ° AI. Er UV FROG' TOP OF PCB"' WALL, O BO'" " OF BEAM" Ron" Along Grid F 16 MATCH BEARING 5%05 WHERE POST ABOVE OCCURS BEAM OR HEADER PER PLAN PLAGE (2) STUDS UNDER HEADER U.O.N. - REMAINING STUDS SHALL CONTINUE TO TOP PLATE r . I SEE 5/51.2 IF EAVE CONDITION DESIRED 51"EATI41% 'P3Z SHEAR WALL w J SCHEDULE. SEE PLAID,. EXTEND FR a4 TRUSS TOP „soo , TO BOTTOM OF PONY WALL a 7 SoEAT I% ANC "'OPPIN& PER PLAN Jo . \ 1 CAW''_ Pig" x.51. RP' BOAS GCT TOP °LATE ` CE °84 115.2 PLAN TYP. DOUBLE TOP PLATE - SPLICE PER I/5L2 . TYPICAL STUDS MULTI -STUD POST PER PLAN (NAIL TOGETHER IN ACCORDANCE WITH THE GENERAL. STRUCTURAL NOTES Typical Header Support 2 SHEATHING PER PLAN JOISTS PER PLAN BLOCKING PER PLAN NOTES - GLUE BLOCKING TO JOISTS, TYP. (3) I6d TYP. Joist Blocking PROVIDE LATERAL SUPPORT AT TOP OF WALL BY MEANS OAF CEILING SHEATHIING OR BY TRUSS BOTTOM CHORD BRACING AND /OR BRIDGIN& 50.1EN NNG PER SMEAR MU. SC+CDULE SEE PLAN.. EX'aD To TOP OF r NwAiLING Pak 20;'SL3 IMAM OR *CAM I93R PLAN (MERE OCCURS) 5TH lw1LL 'PER PLAN POLL. MERE caws Roof* Mom F 17 d3 -lob SHEATHING PER PLAN - NAIL TO BLOCKING ® 4 "oc - SHEATHING PER PLAN— JOISTS PER PLAN JOIST BLOCKING 0 48'oc CONT. PLATES - SPLICE PER I/5L2 A e." 7R BOLTS PR ST G r RA.. thoOT 2x P P:.A'E PER PLAN Nf3TY5 Ziff NAILING PER I65L3 (PER 20/13 AT SHEAR WALLS) STUD WALL PER PLAN (SHEAR WALL YE OCCURS) Interior Walls at Kitchen 13 Era() T4ICIettE17 F00?1N6 24' BEYOND END OF I S I €ARM� r 8 4'x4' -+0" s 24"oc lichened sre Int. Shur Ms 18 H2.5 0 EA. TRUSS T5I8 ® 24 "oc (SLOT ROOF SHEATHING AS RE012) SHEATH % PER PLAN - NAIL TO BLOCKING @ 4'°oc INVERTED TOP FLANGE HANGER. L5L RIM BOARD MKS LOCATE AT STRAPPING LOCATIONS FOR CAL.. -OUT IN COM ON SEE DETAIL I5/5L2 Al OCR BOLTS P' ST GWI. wri'ES 2,4 P7_ a...,A' E E ---� PER FiLAN vrE5 4■11111111,1M■_ R VV 12 • • PER ARcHt / / 7-0 (204 CONT. 11 41RN6 AT WOG DIAPHRAGM BOUNDARY NAILING PER PLAN NOTES ROOF SHEATHING PER PLAN NOTES FULL DEPTH BLOCKING (MAY BE DRILLED OR "V "- NOTCHED FOR VENTING) I6d ® 5 "oc G5I8 x 36" 0 36'oc I6d EA. SIDE OF Y€B Parapet at Kitchen 14 9 Thidianed at Int Yid 19 NAIL TOBLK'GW/ Sd o 3 "oc SHEATHING PER PLAN A2I EACH END TRUSSES PER PLAN CONT. TOP PLATE PER I/5L2 PROVIDE LATERAL SUPPORT AT TOP OF WALL BY MEANS OF CEILING SHEATHING OR BY TRUSS BOTTOM CHORD BRACING AND /OR BRIDGING 57.0 MIA1L Pek ° AN ISPEAR O�C.CJR5, 2x P. _ PLATE 5tLA8 -04-GRADE PER PLAN NOTM PARAPET WALL STUDS o 24 "oc TS18 AT EACH JOIST. SLOT ROOF SHEATHING AS REQUIRED JOIST PER PLAN Y'B BLOCKING STUD MLL PER PLAN (SHEAR WALL ,OFERE OCCURS) Do, -,: T A 3 J k. • .4 x L 'Veer_ . 'ac (11..T VMS I' -8" MIN. 2'-0" MAX. :3 • DIAPHRAGM BOUNDARY NAILING PER PLAN NOTES 2x6 FLAT OUTRIGGER • 24 "oc • CONT. 2x6 per orch'I 2x BLOCKING el. vories GABLE END TRUSS DESIGNED BY TRUSS MFR. TO RESIST 25 PSF WIND PRESSURE. TRUSS HEIGHT TO ALLOW OUTRIGGERS TO CANTILEVER OVER TOP STUD WALL PER PLAN (SHEAR WALL WHERE OCCURS) Gable End Truss 5 ROOF SHEATHING PER PLAN NOTES DIAPHRAGM BOUNDARY NAILING PER PLAN NOTES I6d o 5'oc STUD WALL PER PLAN (SHEAR WALL WHERE OCCURS) / CONT. TOP PLATE � PER I/5L2 ALIGN STRAPPED STUD Y// JOIST 0518 x 36' I 36'oc =+1 L5L RIM BOARD NAILING PER I6/5L3 ('PER 20/5L3 AT SHEAR WALLS) BEAM OR HEADER PER PLAN OCCURS) carrmous TOP PLATE PER I/5L2 Paapet at Kitchen 15 * CP'7A BOLTS PER STRICT RA. CTES 'IOSR 20 54..3 AT 9€M * WC. 'OP 4 GGKr !` J"►'` 10 p M O N u FULL DEPTH BLOCKING (MAY BE DRILLED OR "V "- NOTCHED FOR VENTING) Galliano's Cucina C Project Address: A V v v Owner: COLLONS ENGINEERING 5205 NE 18th Cr • Renton, WA 98059 p: 425.228.9283 • m: 206.510.1889 14201 Interurban Ave. S Tukwila, WA Mario Galliano 4330 S. 177th Street Tukwila, WA p: (206) 683 -5059 A A A V v V REID M!DCLEPA. INC • VII L. RED MIDD.LETON. LATERAL ONLY .c C•** Egos 0 ~ 24/03 or Permit ✓�' 5 SL2 MINIMUM NAILING SCHEDULE (per table 23 -I-0, UB.C. "9'7) C.ON1i EOTION I NAILING I. Jo t to sill or grder, toenail I (3) 8d 2. Bridging to j oist, toenail each end I (2) 80 3. I "x6" subf ioor or less to each joist, face nail (2) 8d 4. rider than I'x6" subf loor to each joist, face nail (3) 8d 5. 7 subfloor to joist or girder, blind and face nail (2) I6d 6. Sole plate to joist or blocking, icai face nail ( I6d at I6 "oc Sole plate to joist or blocking, at braced riall panels (3) Ibd per 16' 1. Top plate to stud, end nail I (2) 16d 8. Stud to sole plate (4) 8d, toenail or (2) Ibd, end nail 4. Dable studs, face nail 116d at 24'oc 10. Darbled top plates, typical face nail 116d at 16'x Dottie top plates, 4 splice I (8) 16d II. Biockk g betrteen • joists or raters to top plate, toenail (3) 8d 12. Rol joist to top plate, toenail I 8d at 6'oc a Top plates, kips and itersecticrs race naT i (2) 16d 4_ Cortsvcvs redder, too pieces 16d at 16'oc iO4719 •acr ear 5. 66419 joists to plate tend i (3) 80 •b_ CativaAs wader to s 4 :oe • I (4) ba •i!. morel joists. 4:: over cart ors ;ace 'u i (3) Ibd 16. Cam} joists to tea* rafters Ix.Q Nal () to 14_ Rafter to plate taleneaa (3) bd► 20 I' Owes to earn and planar $«• 001 CZ ad 2. r x a' sheathing ing ar weae to ea& becring face nail a as 22. rider that I" x b` skrathing to eat+ Woos face naO r3i ad I Neiip cantor I>bd at 24'oc 24. Britip girder and wain 20d at 32"oc at tap and and =d eV 20id at ot wee spats SITAR WALL SCHEDULE HM - FIR S" GDX PLYWOOD, INDEX, 32/I6, UNBLOCKED HEM -FIR FRAMING 116 plf MARK , f CAPACITY C SHEATI4INS 44" GDX PLYWOOD, INDEX, 32/I6, UNBLOCKED BLOCK ® i PANEL EDEE NAILING c. ; AN0H006E OF JCAST OR BLKN16 TO TOP ?LATE I BOTTOM PLATE ATTACHNENT FAGENAILIN6 TO ANCHOR BOLT% vow HELOYr 1 TO COIVG. BELOW i P1-6 ij 230 PLF 1" GDX PLYWOOD or O.5B. (2)2x U.O.N. ON PLAN YE5 t I0d ® bloc A35F ® I8'oc: Ibd ® Vac I % 048 "oc P1-4 ll ,$ 350 PLF I ! " GDX PLYWOOD or 05B. YE5 IOd ® 4"oc I A35F 0 12'x I } Ibd 0 5'oc 5 b ". 0 36'oc PI -3 II 450 PLF ' GDX PLYWOOD or 05B. + t YE5 IOd o 3"oc I A35F ® Vac I Ibd ® 4"oc I V. o 32'oc ga ii, PLAN MARK S" GDX PLYWOOD, INDEX, 32/I6, UNBLOCKED HEM -FIR FRAMING 116 plf D -I ROVE LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW. STAGGER END JOINTS. NAIL AS FOLLOWS: I0d COMMONS, 0 6Moc DIAPHRAGM BOUNDARY 0 6"oc SUPPORTED PANEL EDGES 0 I2 "oc FIELD NAILING 5THDI4 or PHD2 -SDS3 44" GDX PLYWOOD, INDEX, 32/I6, UNBLOCKED HEM -FIR FRAMING ( -e' ) LAID UP W/ FACE GRAIN PERPENDICULAR TO FLOOR 233 pif HD-C FRAMING BELOW. STAGGER END JOINTS. (2)2x U.O.N. ON PLAN 1 b "- SSTB28 24" NAIL AS FOLLOWS: IOd COMMONS, 0 6 "oc DIAPHRAGM BOUNDARY 0 6"oc SUPPORTED PANEL EDGES ® I2 "oc FIELD NAILING PLAN MARK HOLDO)MN 0 POST, NO. STUDS, or BEAM BELOA 0 (MIN.) U.O.N. CONVENTIONAL INSTALLATION 0 BOLT DIA. EMBED. HD -A 5THDI4 or PHD2 -SDS3 (2)2x U.O.N. ON PLAN (2)2x U.O.N. ON PLAN -- 14" It"-55T1328 IT HD -B PHD5 -S053 (2)2x U.O.N. ON PLAN 1 "- SSTB24 20" HD-C PHD6 -S0S3 (2)2x U.O.N. ON PLAN 1 b "- SSTB28 24" CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. \--ADDITIONAL VERT. BARS 3I-0" MIN. -z° SINGLE CURTAIN • 11_III_I1I_ -. • = =111=111=01= 111E11I =111= 1 NORMAL FOOTING REINFORCING CORNER BARS TO MATCH CROSS WALL HORIZ. REINF. (ALT. HOOKS) CROSS WALL Stepped Footing 6 kinirmun Nal Scheidt 16 a x EXCAVATION NOT ALLOYED BELOW THIS LINE i PAWL EDGE NAILING r■ rr - • • • • • . . . • r 5ColintED MOOR BaL75 AND goals SHEAR ww.1. 9> I FLOOR/ROOF � TOP PLATE SCHEDULED SFEATiNNS PANEL EDGE NAILING PLYY4000 OR 6YPSIJM SHEATHING PER SCHEDULE LAID UP VERTICAL OR HORIZONTAL I I INTERMEDIATE 1 FRANII NAILING a 12"oc I f I j FLOOR 4 RIM JOIST OR BLOCKING 3* WAN& Fq MNS rt STAGGERED 1 44AiLS 0 ADJOINING °Aft. MORE RIQ527 TOP OF FOR I T 7P OF COCRETE a ! 5TEm1 L 's rr 1 CONC. WALL FACE NAILING TO WOOD BELOW (SM ABOVE) 2' -0" MIN. „T_ a PIPE SLEEVES AS REQUIRED Stemwall Penetrations 3 Diaphragm Nailing Schedule pye. Mix (9% EEWN TC041AILIte OF ,FOIST OR ELK& 91 EIELOK ZOO 0 • • • • SHEAR WALL SGFEDIJLP NOTES: • I • • BEAM PER PLAN. CONT. OVER POST GGQ COLUMN CAP - SIZE AS REQ'D TO FIT POST 4 BEAM POST PER PLAN C) HOLDOWNI TYPES REFER TO SIMPSON STRONG -TIE CATALOG C -2003 ® NAIL PLYWOOD SHEATHING TO STUDS RECEIVING HOLDOWN PER SHEAR WALL SCHEDULE PANEL EDGE NAILING O MINIMUM EMBEDMENT OF STRAP OR ANCHOR BOLT. REFER TO SIMPSON STRONG -TIE CATALOG C -2003 1)03-wit34 4 BEAM PER PLAN ECG° COLUMN CAP W/ STRAPS ROTATED 1 10° STUDS PER HOLDONW SCHEDULE OR PLAN HD SERIES HOLDOYII PER SCHEDULE UP TO i" OF FLAT SHIM MAY BE PLACED HERE TO AID IN INSTALLATION OF HOLDO4I ANCHOR BOLT SIZE PER SIMPSON CATALOG CATALOG C -2003. • • • • • • • • OE SHEAR WALL CAPAIGITIES HIRE BASED ON THE USE OF COMMON NAILS FOR SHEAR YtALLS MTH PLYWOOD OR 05.B. SHEATHING. MAX STUD SPACING = I6'oc a PANEL EDGE NAILING APPLIES TO ALL PANEL EDGES WITHIN % AR VIALS. NAIL SHEATHING TO INTERKDIATE FRAMING WITH 8d NAILS B I2'oc. FRAMING HEWERS SHALL BE SPACED AT NOT YORE THAN 16'oc. • FRA•itil5 AT ADJOINING P. EDGES SHALL SE 3' NOMINAL OR riPER) AND NAILS % ALL BE ST *En PANEL CAPACT1 EXCEEDS 350 PLF. C rim PANELS ARE APPLIED TO EACH SIDE OF Y ALL AND NAIL SPAGit6 i5 LESS THAN 6'oc, PAI€.. JOINTS srrAL SE YTTE' 70 =AL` ON DIFFERENT F N& t OR FRAMING SHALL BE 3' NOMINAL (OR /DM AND NAILS ON EAC,r+ 97E AT T OR .•E55. a IIFff CCA CVT TO RES &.a0 � " i , SSrEATHNG MAY SE PLACED Y�IITr T€ L,art&TW INAL 'DI 0 V GAT.. ST,JDS ANC, °..� E Ai:. 5E C 64v TO ACT AS BLOCKING. SrfAT 1% 5104L.L. EX FOR 'ref ENTIRE Le45714 AT THAT E..EVATIONi NC 5rtALt. SE CarltiCv5 A D +t'' . • 80 ! AvLS ARE TO BE 0.13I" Di AMEIR a> ' LEh5T~. I6d P A+LS A r0 BE 0.162" DMA AND A %IVO Or 3t` .. 51444.. BE INSTALJED 50 AS TO tiOT SPRL 1' THE TIC PRAMtib OR, vENETRAT ''«E 0 01 4 1 00 SEAT 6 .1/26_ • 5042504 ii4MCIAAW i A36 AY5F 1 4, 5+44Ak•, BE wtfirkLED AfxRceRJAirE - AST °ER nt Wd&$FhC -• S 9 ,‘r 046. • t& 2 PLATE MASPERS AT ALL A , i BOLTS. • SILL PLATES 94.L SE 3x NIO IINIAL TACANIE55. WE NOTE E t FOR ExCEPTO, 2x kotia4A. PLATES MAY BE j5ED PROVIDED THE ANC ti'JR MOLT 5PAC:i 5 r5 REAICED BY' C - ►.F '0 A35 MAY EE SiZermirEP FOR e O. - V . • 1 •• POST PER PLAN 5 ADD'L STUD AS REQ'D TO COVER BOLTS THRIJ -BOLTS AS REAP - - - FRAMING CONT. YilfRE OCCURS 10 0 o- 0 z z Stow worSchedule gm 0 N 8 E xc : a !: !:/02,2002 COLLONS ENGINEERING 5205 NE 18th CT • Rerton, WA 99059 p: 425.228.9283 • m: 206.510.1889 0 V v v Project Address: 14201 Interurban Ave. S Tukwila, WA Mario Galliano 4330 S. 177th Street Tukwila, WA p: (206) 683 -5059 REM MICE)! ETJPo r . LATERAL ONLY IC• Error, 0 2 ~sir °e rnt se- AI ID .....0 9l; ate+► ION! Galliano's Cucina 0 0 C V r v Owner: CVV SL3 •1. DRAWN: KAC Da NO: 02957 DATE: 03/04/03 Diriv . e �� .. i" 71111 Cli OF 4 SHEETS LEGAL DESCRIPTION: SE i/4 SEC 14, TWP 23 N, RGE 4 E, W.M. GALLIANO'S CUCINA CITY OF TUKWILA SITE IMPROVEMENT PLANS LEGAL DESCRIPTION PER SCHROETER LAND SURVEYING: LOTS 20 THROUGH 22, AND LOT 25 OF BLOCK 15, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 24, RECORDS OF KING �, ' ►� COUNTY, WASHINGTON; u c cc EXCEPT THE SOUTHWESTERLY HALF OF SAID LOTS 21, 22 AND 25; AND EXCEPT THAT PORTION( THEREOF LYING WITHIN WEST MARGINAL WAY, AS IvVltl CONVEYED CV D 7 INSTRUMENTS RECORDED UNDER RECORDING t C G Ea. $ O G 0 NOS. 995857, 990090 AND 988203 AND CONDEMNED IN KING COUNTY a '� SUPERIOR COURT CAUSE NO. 109001. v u o i . AND -L g '� .E LOTS 2 AND 3 OF THE CITY OF TUKWILA SHORT PLAT NO. 80-- 24 -SS, z F. g , - 0 RECORD NOVEMBER 25, 1980, UNDER KING COUNTY RECORDING NO. c .- .a E , `g �' 8011250722; c � � a B . s '� _ — .... .... THAT PORTION OF LOT 26, BLOCK 15, HILLMAN'S SEATTLE GARDEN v 1 'B • 1 .1 d TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 8 ' w 3 OF PLATS, PAGE 24 RECORD OF KING COUNTY WASHINGTON w V c) • ° l A 8 `" r r t r , u < v h C.. A Ow . DESCRIBED AS FOLLOWS: E . '° = g I. 8 BEGINNING AT A POINT OF INTERSECTION OF REITZ AVENUE, NOW • - n •-� • ... •-. .. c INTERURBAN AVENUE SOUTH, AND THE SOUTHEAST LINE OF SAID LOT _ = x ,' E'. 26; THENCE ALONG THE SOUTHEAST LINE OF SAID LOT IN A c „� °y u" 7,t5" SOUTHWESTERLY DIRECTION 129.425 FEET; THENCE AT RIGHT ANGLES L: . "' . -3 �; r ' 8 CONSTRUCTION SEQUENCE (1) Schedule and Attend a pre - construction conference with the City of Tukwila. (2) Flag or fence clearing limits. (3) Install construction entrance. (4) Install filter fence. (5) Construct surface water controls (interceptor swales, pipe slope drains, etc.) simultaneously with clearing and grading for project development. (6) Protect exposed areas as required. (7) Rough grade site and install utilities. Contstruct building improvements. (8) Construct site improvements and paving. (9) Remove TESC measures after permanent facilities and stable ground cover become established. GENERAL NOTES: (13) The Contractor shat replace. or relocate al signs damaged or removed due to construction_ PAVEMENT RESTORATION NOTES: 0 (2) At least one week before beginning construction, contact Public Works Utilities inspector and schedule a preconstruction meeting. (7) All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. (8) All methods and materials shall meet City of Tukwila <:: ^.: crds, unless otherwise approved by the Public Works Director_ (9) Contractor shall maintain a current set of record drawings on -site_ (10) Controctor shall provide record drawings prior to project final approval. (11) Contractor shall provide traffic control and street maintenance plan for Public Works approval before implemen tot ion _ TO SAID SOUTHEAST LINE OF SAID LOT IN A NORTHWESTERLY '-" • V DIR'ECTiON TO THE INTERSECTION WITH THE SOUTHEASTERLY MARGIN = ? OF MAIN STREET, NOW 58TH AVENUE SOUTH; THENCE ALONG SAiD MARGIN OF MAIN STREET AND ALONG THE MARGIN OF REITZ AVENUE, NOW INTERURBAN AVENUE SOUTH TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY, WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 988203; AND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 700399 FOR STATE ROAD NO. 181. E ArzolWelei fib 9ouliaW bl AUSOtortleill tkelk LOS-ait Cm of UMW-A. iLltdl•Cheln4Ti, M1At11 R . (1) All construction shall be in accordance with the City of Tukwila Development Design and Construction Standards, Tukwila Municipal Code, and the WSDOT /APWA Standard Specifications. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission, or variation from the above requirements found in these plans. All corrections shall be at no additional cost or liability of the City of Tukwila. (3) Notify the Utilities Inspector at 206 -433 -0179 at least 48 hours before starting project site work. (4) Request a Public Works utility inspection at least 24 hours in advance by calling 206- 433 -0179. (5) The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. (6) The Contractor shah have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila avowable at the job site (12) Ail surveying for public fociities shall be done under the erection of o Washington licensed land surveyor. Vertical datum shall be NAVO 1988. Horizontal datum shall be NAD 83/91. For projects within o flood control zone, the Perrnittee shall provide conversion calculations to WOOD 1929. (1) Compact bockfal to a3mpaction of undisturbed ground or cornpoct backlit to meet City standards. (2) Restore pavement to ;s original condition immediately fallowing backfiring or when concrete is cLra* (0) Except for winter or other weather conditions which prevent pavig, complete paving. resurfocing, or foarrty replacement On principal arterial. major ar collector street within 3 calendar dam and an otter streets within •7 calendar doll's. (b) For .Nark prevented dree to weather: Provide • temporary pater, and provide • construction schedule addressing means and methods to minimize batik disruption and to complete work es gleiweldy as possible. DRAWING INDEX: C1.1 COVER SHEET, INDEX AND NOTES C1.2 TESC PLAN & DETAILS, DEMO PLAN C1.3 DRAINAGE & GRADING PLAN & DETAILS C1.4 SEWER & WATER PLAN & DETAILS GRADING AND EROSION CONTROL NOTES: (1) The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. (2) Before beginning any construction activities, establish the clearing limits and install construction entrance. (3) Before any ground disturbonce occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC pion. (4) ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. (5) From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. (6) From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover Contractor shall: (A) Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours, and (8) Stockpile, on site, enough cover materials to cover all disturbed areas. (7) By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. (8) Sprinkle exposed surfaces and stockpiles during dry season to minimize dust. STORM DRAINAGE NOTES: (1) All methods and materials shall meet City of Tukwila Infrastructure Design and Construction Standards, and the current King County Surface (2) Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams ", "Drains to Wetlands ", or "Drains to Groundwater", as applicable. (3) Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall hove beveled end sections that match the side slope. (4) Single family residences constructed on lots created by subdivision must provide downspout infiltration shown on the approved plans. (5) Coordinate final stub -out locations with the Utilities Inspector. Provide a wire or other detection device and mark stub -out location with a 5 -foot 2 "x4" stake, buried 4 -feet and labeled "storm' or "drain ". UTILITY NOTES: (1) All trench excavation operations shall meet or exceed all applicable shoring laws for trenches. All trench safety systems shall meet WISHA requirements. (2) Place power, cable, fiber optics, and telephone lines s in a trench with a 5' minimum horizontal separation (3) Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. WORK IN RIGHT-OF--WAY NOTES: (1) When activity is unattended, install a sign with minimum two -inch letters stating Permittee or company name, and day and evening phone numbers. TMC 11.08.140 (2) Install barricades, signs, warning lights, and safety devices sufficient to notify public of obstruction or traffic hazard. Devices must remain until restored. TMC 11.08.170.A. (3) Maintain access to fire stations, fire hydrants, fire escapes, and fire fighting equipment. TMC 11.08.180 Maintain access to property adjoining excavation or site work. Preserve and protect all property adjoining excavation or site work. (4) Maintain access to property adjoining excavation or site work. (5) Restore disturbance to private and public property. DAC 11.08.220.D 120 3 11111PP / (6) Restore disturbance to private and public property. DAC 11.08.220.D ( Preserve and protect all property adjoining excavation or site work. (8) Comply with all state and city laws and procedures to protect public from WATER SUPPLY NOTES: SANITARY SEWER NOTES: EARTHWORK QUANTITIES CUT(CY) 660 ICY) 660 (9) Install temporary sidewalk or curb romp if permanent is blocked. TMC 11.08.220 (10) Cover open excavation with non -skid steel plates ramped to elevation of contiguous (11) Store all stockpie material shall be stored in a safe manner to protect the public. NOTE: THE ABOVE QUANTITIES ARE FOR PERMITTING PROCESS ONLY AND ARE NOT INTENDED FOR MOOING PURPOSES. THESE QUANTITIES DO NOT ACCOUNT FOR COMPACTION, UNSUITABLE MATERIALS OR '3U•- -ORAOE CUTS. IMPERVIOUS SURFACE EXISTING IMPERVIOUS Of) 1 16,800 PROPOSED IMPERVIOUS (SF) 1 22.000 NOTE: SEE TECHNICAL INFORMATION REPORT FOR DETAILED IMPERVIOUS CALCULATIONS. Disturbance of survey monuments and markers requires the Director's preapproval. A licensed surveyor shall replace disturbed air, water and noise pollution. TMC 11.08.210 right of way surface. TNAC 11.08.220 from other underground utilities. (1) AM methods and materials shdl meet City of Tukwila Infrastructure Design and Consb ction Standards. adage otherwise approved. monuments Water Design and markers. Manual, unless otherwise approved. measures, the the obstruction is cleared and the right --of --way is SURVEY REFERENCES 1.) SURVEY AND BASEMAP INFO DERIVED FROM SURVEY BY SCHROETER LAND SURVEYING, DATED 12/23/02, JOB NUMBER 02142. BENCHMARK IS BRASS PIN iN CONCRETE FILLED PIPE IN MONUMENT CASE AT INTERSECTION S 144TH ST & 59TH ME S ELEV = 174.18 FEET 93/94 AERIAL CONTROL PROJECT FOR THE CITY OF SEATTLE (1) The Contractor shill install corporate stops, water service lines, and meters. The City of Tukwia waI install the meters. (2) Pressure test all water mains and appurtenances. (3) Flush and disinfect new, leaned, or repaired water morns. (4) instill restrained joints at dl bends, tees, and other direction changes. (5) All water mains shill have a blow -off assembly at low point and an air Vacuum relief valve at NO point of main_ (6) Instill fire hydrant assembly so it stands plumb and so that the lowest outlet is at 18' above the finished geode_ The assembly shall have a clear zone arour*d hydrant of pumper port shot face street or fre access. (7) The irnstasaer of a fire lint back**. prevention device instated outside the buidng and underground, shall have a Level a certificate of competency or o Level U contractor's certificate of competency. If the INIStallr is different than the backllow prevention designer, then the installer must stomp, sign,. and dote the plans. in odetion to the designer's stamp. signature, and dots. (8) Install water mains crossing sewer lives so that the bottom of the water main is at least 18 inches above the top of the sewer. Locate full section of looter pipe so that its midpoint is above the sewer pipe at the crossihg. This installation may require special structural support far the crater and sewer pipe. (9) *install water supply hives at least 10 feet horizontally. measured edge to edge. from any existing or prOpotsd sewer and at It 18 inches above the top of o sewer. (3) Metal svrnftvry sewer tines et least 10 feet hais+arntdx, me sun d edge to edge. from army esiating or proposed water sully and et least 18 Inchon below the bottom of o water at least 36" and the (2) 11re Contractor shall mark the end of the side ilwer. rn:sift the property Nrok. . n • 4 foot pressure treated 2 ur 4, burial in the ground 4 feat_ The buried amid semi have o 2 x 4 cleat nailed to it to prevent wf lhdraed of one stake. The erposred 1 — foot shad be painted traffic yellow and the dopes to the side sewer ar tee smd be indicated in block point. LEGEND EXISTING PROPOSED BURIED GAS LINE OVERHEAD POWER UNDERGROUND TELEVISION UNDERGROUND TELEPHONE WATER LINE SANITARY SEWER STORM DRAIN CHAIN LINK FENCE W000 FENCE BARBED WIRE/WIRE FENCE tOPOSED � STORM DRAIN CATCH BASIN • STORM DRAIN MANHOLE -t FIRE HYDRANT H GATE VALVE ■ WATER METER SANITARY SEWER MANHOLE TREE -0- UTILITY POLE POLE GUY WIRE PHONE MANHOLE OR VAULT POWER TRANSFORMER ■ TELEPHONE RISER LIGHT STANDARD SPOT ELEVATION CATCH BASIN PROTECTOR X FILTER FABRIC FENCE INTERCEPTOR SWALE _T Emergency 9 11 P olice— Fire — Rescue SITE INFORMATION TAX LOT NUMBER SITE ADDRESS CONTACT INFORMA1ION OWNER ENGINEER A R CH ITE C T SURVEYOR GEOTECH ,RECEIVED ✓ OF TUKWILA JUL 24 Z003 puttor STEP TRANSPORTATION ENGINEER/PLANNER U11UTY FFORMAT1ON WA TER SERVICE SEWER SERVICE PRE SERVICE 336590-1515,1505,1480,1485,1470 14209 INTERURBAN AVE S TUKWILA, WA 98168 MARIO GAWANO 16435 MIUTARY ROAD SOUTH SEATTLE, WA 98188 (206) 243 -7806 DUNCANSON COMPANY, INC. 145 SW 155TH STREET, SUITE 102 SEATTLE, WA 98166 (206) 244 -4141 DAVID L. THORSTAD 406 SOUTH 289TH STREET FEDERAL WAY, WA 98003 (253) 941 -4850 SCHROETER LAND SURVEYING P.O. BOX 813 SEAHURST, WA 98062 (206) 242 -6621 DENNIS M. BRUCE P.O. BOX 55502 SHOREUNE. WA 98155 (206) 546 -9217 BILL POPP JR. WUJ AM POPP ASSOOATES 14400 BEL -RED ROAD BELLEVUE. WA 98007 (425) 401 -1030 TUKWILA WATER UTILITY 6300 SOUTHCENTER BLVD TUKWILA, WA 98188 TUKWILA SEINER UTILITY 6300 SOUTIENTER BLVD WA 98188 TUiCA FIRE DEPARTMENT STATION 52 5900 SiOUTH 14711COR R ` WA 981 (206) 575 -4404 L T h = . CAU11OM uVoRGRoW+u UTILITIES EXIST N THE AREA wo UMW INFOAUnOU SHOWN MAY BE IN001P1,ETE. STATE LAS REWIRES 114AT CONTRACTOR CONTACT 71E ONE—CALL UA1TY LOCATE SQMCE AT lF/4ST 48 HOURS IME STARTING MO OpSSMILIC7ML I-800-424-5555 • ob Alb 1 DUNCANSON • �� DRAWN: KAC DCi NO: 02957 DATE: 02/26/02 , IA.?' k - •.�� . l J evl � y =Aft/ C. C1.2 OF 4 SHEETS • 15 LF SILT FENCE ER DETAIL 2, SHEET C1.2 TO BE REMOVED BENCHMARK Is BRASS PIN 11N CONCRETE FILLED PIPE ■N MONUMENT CASE AT INTERSECTION S 144TH ST & 59TH AVE S ELEV - 174.18 FEET 93/94 AERIAL CONTROL PROJECT FOR THE CITY OF SEATTLE SURVEY REFERENCES 1.) SZJRWEY MID 6ASEMAP INFO DERIVED FROM SURVEY BY SCHROETER LAND 9UR'VEVINGb DA1ED 1 2/ 23 / 02 . JOB NUMBER 02142. i 2 ' CAUI1OM UNDERGROUND ununES EXIST IN THE AREA AND UTILITY INFORMATION SN01MN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL U7NJTY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 • CLEARING /GRADING OMITS, TYP. w N 46'35' 18 "E 5.00' a� ( Dr 1 Inch - E0 ft. GRAPHIC SCALE w MI MI IIMI= NW MO M CONSTRUCTION ENTRANCE PER DETAIL 1, SHEET C1.2 W =20' L =50' LOCATE WHERE CONVENIENT TO CONSTRUCTION OPERATIONS PROVIDE GRAVEL FILTER 18" HIGH - 7/8" WASHED GRAVEL REMOVE & DISPOSE OF EXIST SITE IMPROVEMENTS IN CONFLICT 1MTH NEW WORK. 46) -9+ 4 Ncb REMOVE & SALVAGE TO CITY WITHOUT DAMAGE 2 OR 3 EXIST TREES IN CONFUCT WITH NEW DRIVEWAY. • ti 4 NOTE: PROTECT & PRESERVE STREET IMPROVEMENTS. UNUSED SITE UTILITIES. APPROPRIATE PERMITS COMPANIES. EXIST UTILITIES AND CAP & ABANDON OBTAIN FROM SERVING UTILITY PROTECT dt PRESERVE EXIST TREES NOT IN CONFLICT WITH NEW DRIVEWAYS. 130 LF SILT FENCE PER DETAIL 2, SHEET C1.2 R SALVAGE WITHOUT D CONFUCT NEW DRI \ 25' MIN. 4" -- S" QUARRY SPALLS STABILIZED CONSTRUCTION ENTRANCE TREE IN 5' 2.5' vas 8" MIN. U PROVIDE 3/4" - 1-1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. FILTER FABRIC MIRAFI 14ONS OR EQ NTS MIRAFI 14ONS OR EQ. FILTER FABRIC MATERIAL (60" WIDE ROLLS) OVER 2" x 2" x 14 GA WIRE MESH. USE STAPLES OR RINGS TO ATTACH FABRIC TO WIRE I I BURY BOTTOM OF FILTER II FABRIC IN 8" x 12" TRENCH I I I U 6' MAX. 2" x 4" STANDARD OR BTR, OR STEEL FENCE POSTS Ii- FILTER FABRIC FENCE NTS STORM DRAIN INLET PROTECTION SEE PLAN FOR LENGTH AND WIDTH REGOVED Cry OF TUICIALA Pi 2 1 nn pEpurr cENTEp NOTE: ONLY TO BE USED NIMERE PO NO IG OF WATER ABOVE DIE CATCH BASH Via NOT CAUSE WHERE OvERFFOW wI.L NOT RESULT N ERO90M4 OR SLOPES. CO: cc9I LT 1, _W • lb SQN y23 Z U O z J J swi y1 Z f 1 +� ;i MARIO GALLIANO 3 ■ �sIN3nr�ov ua a3e nom, 'SI D r r coax to ■ • 15 LF SILT FENCE ER DETAIL 2, SHEET C1.2 TO BE REMOVED BENCHMARK Is BRASS PIN 11N CONCRETE FILLED PIPE ■N MONUMENT CASE AT INTERSECTION S 144TH ST & 59TH AVE S ELEV - 174.18 FEET 93/94 AERIAL CONTROL PROJECT FOR THE CITY OF SEATTLE SURVEY REFERENCES 1.) SZJRWEY MID 6ASEMAP INFO DERIVED FROM SURVEY BY SCHROETER LAND 9UR'VEVINGb DA1ED 1 2/ 23 / 02 . JOB NUMBER 02142. i 2 ' CAUI1OM UNDERGROUND ununES EXIST IN THE AREA AND UTILITY INFORMATION SN01MN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL U7NJTY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 • CLEARING /GRADING OMITS, TYP. w N 46'35' 18 "E 5.00' a� ( Dr 1 Inch - E0 ft. GRAPHIC SCALE w MI MI IIMI= NW MO M CONSTRUCTION ENTRANCE PER DETAIL 1, SHEET C1.2 W =20' L =50' LOCATE WHERE CONVENIENT TO CONSTRUCTION OPERATIONS PROVIDE GRAVEL FILTER 18" HIGH - 7/8" WASHED GRAVEL REMOVE & DISPOSE OF EXIST SITE IMPROVEMENTS IN CONFLICT 1MTH NEW WORK. 46) -9+ 4 Ncb REMOVE & SALVAGE TO CITY WITHOUT DAMAGE 2 OR 3 EXIST TREES IN CONFUCT WITH NEW DRIVEWAY. • ti 4 NOTE: PROTECT & PRESERVE STREET IMPROVEMENTS. UNUSED SITE UTILITIES. APPROPRIATE PERMITS COMPANIES. EXIST UTILITIES AND CAP & ABANDON OBTAIN FROM SERVING UTILITY PROTECT dt PRESERVE EXIST TREES NOT IN CONFLICT WITH NEW DRIVEWAYS. 130 LF SILT FENCE PER DETAIL 2, SHEET C1.2 R SALVAGE WITHOUT D CONFUCT NEW DRI \ 25' MIN. 4" -- S" QUARRY SPALLS STABILIZED CONSTRUCTION ENTRANCE TREE IN 5' 2.5' vas 8" MIN. U PROVIDE 3/4" - 1-1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. FILTER FABRIC MIRAFI 14ONS OR EQ NTS MIRAFI 14ONS OR EQ. FILTER FABRIC MATERIAL (60" WIDE ROLLS) OVER 2" x 2" x 14 GA WIRE MESH. USE STAPLES OR RINGS TO ATTACH FABRIC TO WIRE I I BURY BOTTOM OF FILTER II FABRIC IN 8" x 12" TRENCH I I I U 6' MAX. 2" x 4" STANDARD OR BTR, OR STEEL FENCE POSTS Ii- FILTER FABRIC FENCE NTS STORM DRAIN INLET PROTECTION SEE PLAN FOR LENGTH AND WIDTH REGOVED Cry OF TUICIALA Pi 2 1 nn pEpurr cENTEp NOTE: ONLY TO BE USED NIMERE PO NO IG OF WATER ABOVE DIE CATCH BASH Via NOT CAUSE WHERE OvERFFOW wI.L NOT RESULT N ERO90M4 OR SLOPES. CO: cc9I LT 1, _W • lb SQN y23 Z U O z J J swi y1 Z f 1 +� ;i MARIO GALLIANO DRAMg: KAC DcI NO: 02957 oATE: 03/04/03 % � 'A• i Ir : � op. s •1 .. rL C ° • �_ , .. - '� - , - G f 4 -/ $ ,, -. C1.3 OF 4 SHEETS STORM DRAINAGE NOTE: 1.) ALL STORM DRAINS SHALL BE STENCILED "DUMP NO WASTE, DRAINS TO STREAMS" 2.) ALL CATCH BASINS SHALL HAVE VANED GRATES. SAWCUT & PROVIDE PAVEM RESTORATION PER CITY OF TUKWILA DEVELOPMENT BULLETIN 1B 'PAVEMENT RESTORATION AND MITIGATION' REPAIR IN KIND AND SEE PAVEMENT RESTORATION NOTES ON SHEET C1.1 IE NEW = O.63 FIELD VERIFY CONFIRM PRESENCE, LOCATION & DEPTH OF POSSIBLE UTILITIES IN CONFLICT WITH NEW WORK 33 LF 18 "O 0.52X INTAKE N 8978.1226 E 4833.099 IE = 20.80 S PROVIDE ROCK PROTECTION 4' SQUARE X 8" THICK' QUARRY SPALL PAD TIE EXIST PIPE INTO BIOSWALE & REMOVE EXIST CATCH BASIN PROVIDE 25' DRIVEWAY PER STD PLAN RS -9, SEE DETAIL 1, SHEET C1.4 RELOCATE OR ADJUST TO GRADE EXISTING VAULT AS NECESSARY REFER TO ARCHITECTURAL SITE PLAN FOR PARKING LOT STRIPING LOCATIONS AND DIMENSIONS. CAUTION uNDERGRaND ununEs caw *, THE AREA AND UTILITY INFOwrAna+ Brawn MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE-CALL U7R1TY LOCATE SERMCE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION_ 11-1300-424 LANE MARKINGS AS SHOWN BY TRAFFIC ENGINEER NOTE: IMPROVEMENTS SHALL COMPLY MATH GEOTECHNICAL ENGINEER REPORT, BY DENNIS M. BURKE, P.E., DATED NOVEMBER 12. 2002. CB1, TYPE It N .90 :01 E 4923.2875 RIM = 24.69 IE = 22.41 40 LF PERFORATED STUB-OUT CONNECTION FOR ROOF RUNOFF, SEE DETAIL 4 CONNECT TO BUILDING DOWNSPOUT DRAIN SYSTEM SCHEMATICALLY SHOWN WITH 2X MIN SLOPE N 9000.0000 E 5000.0000 PROVIDE 25' DRIVEWAY PER STD PLAN RS -9 SEE DETAIL 1, SHEET C1.4 REMOVE & SALVAGE TO CITY WITHOUT DAMAGE 2 OR 3 EXIST TREES IN CONFLICT WITH NEW DRIVEWAY. THESE ITEMS WERE APPLIED ON OUR PLANS AS REQUIRED BY THE CITY OF TUKWILA AND DESIGNED BY WILLIAM POPP ASSOCIATES: O INSTALL TYPE C PRECAST TRAFFIC CURB ON EXISTING G� Al BACK FROM STOP BAR AND CONTINUE E TYPE V �NOSE TO � INSTA�LIED AT END, SECTION O PRECAST O 2 AV � E S p ROM TRAFFIC BAR CON CONTINUE T NOSE TO �INSTA�LLED AT�EAC � NOTE: CONTRACTOR SHALL RESTORE/MAINTAIN CITY IRRIGATION SYSTEM. PAINTED CENTERLINE VEST 80 FEET. AND NOSE DETAILS PAINTED CENTERLINE SOUTH WEET AND NOSE DETAILS NOTE 1 _) SITE PLAN LAYOUT DESIGN BY 1HORSTAD ARCHITECTS. 2.) REFER TO ARCHITECTURAL SITE PLAN • PARKING LOT STRIPING LOCATIONS AND DNSIONS. 1) REFER TO ARCHITECTURAL PLAN FOR Br*DWG DETAILS AND DI EN5iONS 4.) C —CURBING. CHANMEUZAT1ON ANO RELIVED SWAGE 0E9GNEDi BY WILIAM POPP ASSOCIATES. PROVIDE RAMP FROM SIDEWALK DOWN TO PARKING LOT FOR HCP PARKING STALLS PROTECT & PRESERVE EXIST TREES NOT IN CONFLICT WITH NEW DRIVEWAYS. EXCESS SITE SOILS MAY BE BERMED IN PLANTER ISLANDS IF APPROVED BY LANDSCAPE ARCHITECT HYDROSEED WITH SEED MIX SEE DETAIL 3, THIS SHEET SEE LANDSCAPE PLAN FOR FINISH SUBGRADE BEHIND CURB REQUIREMENTS EXTRUDED CONCRETE CURB PER KING COUNTY ROAD STD PLAN 3-002 2" CLASS B ASPHALT 4` CRUSHED SURFACING (OR 3" ATB) COMPACTED SUBGRADE TO 95% (MODIFIED PROCTOR) PARKING LOT PAVEMENT Seaside Creeping Bentgrass or Colonial Bentgrass SPOT ELEVATION CALLED OUT ON PLANS SCHEMATIC DOWNSPOUT DRAIN SYSTEM WITH 1k MIN SLOPE CONNECT TO BUILDING FF =26.2 FOOTING DRAINS WITH . 2% MIN SLOPE 2.3 FLOOR DRAIN, TYP. - BREAKP • • I MINIM MEW DUNCANSON • co s I DRAWN: KAC DCI NO: 02957 DATE: 03/04/03 - 7s A 7 l a 4 �,, . is I �s 1 C1.4 OF 4 SHEETS V SURVEY REFERENCES 1.1 SURVEY AND BASEMIIP INFO DERIVED FROM SURVEY BY SCHROETER LAIC SURVEV1NG„ DAZED 12/23/02„ JOB NUMBER 021 JO CAUTION UNDERGROUND UTILITIES EXIST IN THE AREA ANO U TIUTY INFORMATION 94OWr MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE OM: -CALL UTNJTY LOCATE SERVICE AT LEAST 4e HOURS EIEFORE STARTMIG ANY CONSTRUCTION. 1-O-4245555 25' ROUTE ALL GREY WATER FROM KITCHEN TO GREASE INTERCEPTOR AS SHOWN SCHEMATICALLY. NO BLACK WATER FROM RESTROOM OR DISHWASHER SHALL DRAIN INTO GREASE INTERCEPTOR. 0 SARK IS BRASS POI N CONCRETE FILLED PIPE M MONUMENT CASE AT INTERSECTION S 144TH ST & 59TH AVE S ELEV at 174.10 FEET 93/94 AERIAL CON TROL PROJECT FOR THE oily OF SEATTLE (mom) 1 inch - 20 ft. CONNECT TO BUILDING SEWER & DISHWASHER GRAPHIC SCALE Ns+ 132LF ''4 " PVC SOR,55 0 2% MIN SLOPE ROUTED TO GREASE INTERCEPTOR 100LF .-4 " PVC SDR35 0 2% MIN SLOPE ROUTED TO GREASE INTERCEPTOR MMM C, 1i CONNECT TO IRRIGATION SYSTEM SEE LANDSCAPE ARCHITECT PLANS INSTALL' DEDUCT METER HYDROSEED WITH SEED NIX SEE DETAIL 3. SHEET C1.3 INTAKE PIPE INSTALL 1" WATER METER & 1--1 /4" SERVICE PER 'TUKWILA SIDS CONTRACTOR SHALL COORDINATE LOCATION WITH TUKWILA WATER UTILITY INSTALL REDUCED PRESSURE BACKFLOW ASSEMBLY, WATTS REGULATOR 1 1/4" 009QT OR APPROVED EQUAL STA 1+55 INSTALL NEW 6" COMMERCIAL SEWER SERVICE PER TUKWILA SEWER UTILITY STNDS. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXIST SEWER PRIOR TO CONNECTION 25 LF '' 6" PVC SDR 35 0 2% MIN SLOPE INSTALL GREASE INTERCEPTOR UTILITY VAULT MODEL #5106 -GA. SEE DETAIL 3, THIS SHEET \ SEE PLAN FOR T wv NNW OOr mer elt OWL a lb or aINPIIIIMI M__• on r• S OM bile SW S a 1 rOMIM b! IS! 5 t MIN UN= Piel IMAM 111 MINIM MUM voila 01101111111w $ N INN wa W s WM OS Man • P&L w UMW MINI N M7•U.,••MMM1MK a w MMAaa, • MGM. 1 0111- ws • INN s s MM * MIN MUD Sim t NMI w 11111.1111 In BIOSWALE SEC11ON AIM I EMT. GROUND SECTION A -A 1. MicraLiritglidariV =XL Nr 1"ar 34 Nay* N1vet Mlwr at 3. COMMIT .51. Mt CUM • ON IMt1 !I1 7MMAM S 1/3 &W. MI AI. 3. Ni. SWIM r VIO s OwL. A MMMIM. r 'NOW 4, ar m oL * N Aft Me/Sdr PIANO - : II fai a At oM N& P r qhr ar nlx & ,100A: l00� d1•A! rt i Cllr AIO 1 Meer r IENwlrnMM S .Iwl► (AI NOM Of MY OMAN WW St NVINIC 11lD 1111 7. 1NNIS NISMICTION1 MM[f It AMID V 1111 crIY 11110110. COMMERCIAL DRIVEWAY - 'S MME _s 111 MI PLAN VIEW NTS NTS SLOPE = 1.5% SE ,,CTION VIE _ AA CVRB DETAIL, WNW, N Norm. M I • UM, 1111 II MI IS i 8 N . • - - 111111111.11111■•11 x .•.- d.& a•.. a s • •• " ,/ 1• a• (- Ma ••t^ •Oa t• Aai '. .• dr r'^ r■ o `x • L .10C1 t dIP ■ 7 i4I IRS ■t i•. ••• a• •a as us ■a ■• • 4111 x de a- ,oi dl •• .- •l C.r• MI • AI _ . 41111 a •IM• as a• ,i• a• , ,r, .a •►c all IMP 4- all f• .O• a• • c a• ai• • mu , ... c d •)a .- Mar deer • d • an - r• a• - A•. �[ G It C AM f Gr G •t •r A ■ Gat C. all 11. C / • C GREASE INTERCEPTOR OU TFALL PIPE 2 COMPOST TILED INTO 6 NATIVE MATERIAL r ID • i I O z J Er < m 0 z a gr co a ac • REVISIONS DESCRIPTION • - -, v; 0 .0, P 4 ,4 / AIL , „ 110, 1111 ‘,1r I-) 'T i' 6 A . • �1. ...________ :as:i'.v __21-- � I N :: co 7r , ` S �r -� Y: � •, 1 r ! , ti , , A ; r•iw' : � i xti it u..1 v.) ;I 111; c) iiii: kil .4c v-- v) in "- L►a'�i► "�� L '- �7��:.. :� _ • f,.h q x� +.M 1 ►•f?« [ " ' 0510,N a �'f4� '�'�W� ■u •s%MN� � � '41A i f . , ' . z;‘ , Z; . : ,_t LI ., t till r a � ? " - r.. _ �.... w..�ri�� ,i 13141 • , n 02147-_, ' or NIONIfiVii is.11014.-Maitrk'll'a":14"1"0"" `1"--4414 I liggi usurrariv i:dor ' 44.11 ° lir 01-fOr ---NN , ,;.ff ti 7.t.; ;511"....---a. \ 4'1 71; ' Cr) � 1 a . � ? , r . , - :;,� 4i : ; l ;;►=. � O > 0 sq loss 0 0 = AC COUi'LtiN& CD lia N43'43 06 1N : 353,2 30 20 10 0.54% S = 0.25% EXIST 12" CONC SD 18 LF 120 CPEPI SEE PROFILE SHEET 5 STA 59+93:74, 21.32' RT INSTALL NEW CB TYPE 1 CB 8 - RIM 19.95 r -- c a 60 ti STA 60+11.09, 20.40 20.40 RT FNSTALL NEW C8 TYPE 2 WITH SOLID ROUND COVER a- l i . 44 IF 8'. 25 LF 24 0 3.332 16 tHP , ��� s GRASS AND DIRT SEE SHEET 14 FOR IRRIGATION PLAN ►► PRELEVEL AND /OR GRIND MAJOR ROADWAY DIPS AS DIRECTED PVI ..STA. . = 6 +84 PVI - EL = .20.61 _ .50L 20= RIM 19.90 STA 60+54.82, 24.96' INSTALL NEW CONC INLEt MATCH EXISTING STORM DRAIN PIPE I CENTERLINE CURVE DATA PC - STA 60+56.28 PT - STA 61 +53.15 A = 5 R = 954.93' L = 96.87' T = 48.48' 16 1 , I . II' Ur�C�e► ti�v I K- I(5 I II V.) • IP ` _ti,_.. F G.1 7,4 _ t IR .._ t .... _ • '2,4. I I1 ' • - - - -_•_ 24 I -I�� _ _ _ , - �° _ - ,�' 1P - -----� - F? . - _._ __ ..___ ._ -�..__ _.___._-=-�-. I T' 2 H _ - - w _:. � w .w _: _�- -_ ._..� r --24" CONC SD-- - -- - _ -- -- -24" CON 0.98% -.8" PVC SS - - -- ---- --- - -- 8" PVC NOTE: OFFSET DISTANCE TO DRAINAGE STRUCTURES IS TO CENTER OF GRATE. PVI STA = 61+69.54 PVI EL = 21.44 50' VC P 1LJ8LI C WO RICS .15 EP T • ENGINEERING • STREETS • WATElt * SEWER • BUIIDING s dodo■• ._.._.■1111.1Moso. e INTERURBAN AVENUE S HIGH POINT STA 61 +89.84 EL 21.42 0 5 10 20 40 60 C) 04 J W FINISHED GROUND AT . c l CONSTRUCTION .� I I . • - -0.10% • STA 62 +36, 20.2' RT tr EXISTING CB TYPE 1 - 62 ek ma WOO i !$ i� /00 ,' ei .ie k au u - - 0 -- M N to U) 111�11Irla611MI lGINIM l�rr f f %llSrammia ,.. rim film•l/ ■ppospre■ a:7 ... ralC ... C O11i Cy ' rte` . :oi►,as2 6irs�lsod�il�iw���un!~ 11i�1d!i1�h�!►!� ���,.,1 ,,, �� Yx�� C 1!� _ 1 C8 #21 -- RIM 21.04 STA 62 +35.86, 16.75' . RT 4 _ INSTALL NEW CONC INLET ai 4 LF 8'0DI =1aOx alert Itostatsakii Urban Dodo • R3 INTERSECTION CURVE DATA PC = 59 +77.61 17.50' RT A = 95'50'08' R = 30.00' L = 50.18' T = 33.22' PT = 60 +07.46 50.55' RT 1 BEGIN = 20.18 %4A = 20.21 %2A = 20.29 4 = 20.51 END = 20.73 (TOC ELEVATIONS) GKA u CRASS AND DIRT wM N + CO N CI- J W EXISTING # LOW - POINT CONSTRUCTION - c, STA 63 +32.42 - 0.10% .- ... E_21.29 63 BID DOCUMENT R4 INTERSECTION CURVE DATA PC = 60 +48.55 39.82' RT A = 84'33'16" R = 25.00' L = 36.89' T = 22.73' PT = 60 +74.32 17.50' RT BEGIN = 20.61 %4A = 20.47 %2A = 20.40 Y4A = 20.55 END = 20.71 (Toc ELEVATIONS) ASPHALT • r► 5 LF 8 DI S= 10.O% EXIST 12" CLINIC SOP CB #22- RIM 20.94 .STA 63+46.66, 16.75' RT cot= .. INSTALL NEW CONC INLET PVI STA -' =. 63 +47 PVI EL- . =. 21.27 50'- VC ...... 24 HP --�-- _ PLANTER CONC SD- Om- STA T9.60' 1EXIS11NGcB TYPE 2 14.88 367. EXIST 24" CONIC SDP 30 20 10 0 V.- t' 64 1. CONSTRUCT CEMENT CONCRETE CURB, GUTTER AND SIDEWALK PER TYPICAL SECTIONS (SEE SHEETS 3 AND 4), PROFILE SHEETS 6 THRU 10, AND ALL APPLICABLE CITY OF TUKWILA STANDARD DETAILS. 2. FOR TREATMENT OF EXISTING SIGNS, SEE CHANNEUZATION PLANS, SHEETS 11 THRU 13. 3. FOR LANDSCAPE PLANS, SEE SHEETS 14 THRU 16. CONSTRUCTION NOTES 0 MATCH EXISTING IMPROVEMENT. 0 0 0 13 0 Q 18 �cJ INTERURBAN AVENUE SOUTH GENERAL NOTES INSTALL ADA RAMP ALTERNATE, SEE SHEET 4. S 139TH STREET TO S 143RD STREET PLAN & PROFILE INSTALL COMMERCIAL DRIVEWAY APPROACH PER TUKWILA STANDARD DETAIL RS -9 AND RECONSTRUCT DRIVEWAY. SEE DRIVEWAY SCHEDULE AND DETAILS, SHEET 4. REMOVE: -40 LF EXTRUDED CURB -208 LF VERTICAL CURB -50 LF CURB AND GUTTER AND 49 SY SIDEWALK. REMOVE EXISTING CATCH BASIN. CONNECT TO EXISTING STORM DRAIN PIPE. CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. ADJUST CATCH BASIN TO GRADE. INSTALL SOUD LOCKING UD ON RIGHT ADJUSTMENTS ONLY. EXISTING STORM DRAIN PIPE: -STA 59 +50, 19.5' RT TO STA 59 +56, 21.1' RT, 47 IF 12"0 CONCRETE TO REMAIN - STA 59 +56, 21.1' RT TO STA 60 +11, 20.4' RT, REMOVE 15 LF OF 12"0 CONCRETE. - STA 60 +10, 56.6' RT TO STA 60+11, 20.4' RT, REMOVE 37 LF 24"O CONCRETE -STA 60+09, 35.9' RT TO STA 60 +50, 20.5' RT, REMOVE OR ABANDON 44 IF 12°0 CONCRETE - -STA 62 +36, 20.2' RT TO STA 63+50, 19.6' RT, 115 LF 12"0 CONCRETE TO REMAIN -STA 63 +50, 19.6' RT TO STA 64 +00, 19.5' RT, 50 LF 18 "0 CONCRETE TO REMAIN -STA 60+11, 20' RT TO STA 60 +18, 49' LT, REMOVE 70 LF 24"• CONC ADJUST SEWER MANHOLE TO GRADE. ADJUST WATER VALVE TO GRADE. ADJUST JUNCTION BOX TO GRADE. REMOVE EXISTING HYDRANT, VALVE AND GUARD POSTS. INSTALL NEW HYDRANT ASSEMBLY. SEE STANDARD DETAIL WS -4 & WS -5. NEW HYDRANT LOCATION, STA 59 +85, 36' RT. GRIND BUTT JOINT. SEE DETAIL, SHEET 3. EDGE GRIND AT EXISTING GUTTER PAN. SEE DETAIL, SHEET 3. SAWCUT, REMOVE AND REPAIR PAVEMENT PER PAVEMENT REPAIR SECTION. SEE DETAIL, SHEET 3. CONTROL POINT, SEE SHEET 2. ADJUST COVER TO GRADE AS NECESSARY. TELEPHONE /ABER OPTIC MANHOLE TO BE ADJUSTED TO GRADE BY OTHERS. INSTALL TAPPING SLEEVE ON 16' NONPOTABLE WATERUNE & 80 LF 2-1/2 PVC IRRIGATION PIPE. INSTALL 90" BEND AND 70 LF 2 -1/2 PVC IRRIGATION PIPE. SEE SHEET 15 FOR CONTINUATION. INSTALL TREE GRATE. SEE DETAIL, SHEET 3. REM DIAWMIi ANNANNAMIlmmionmim r 0-01 Fe* IN(o9qyffflo'J WLY r RECORD ORAyV1f(2- Oe r UPPROwPc Mr AS WM ik v2oroo i {M • a CENTERUNE CURVE DATA PC — STA 65 + 06.39 PT — STA 67 + 68.41 D = 514'26" R = 2864.79' L = 262.03' T = 131.11' ' .f i ' S 139TH STREET TO S 143RD STREET _ Rib as MIN PLAN & PROFILE „' maw Rib van. ( FdI /NFoP4a o,uLy • • 30 10 20 24" iN - - ---__ 2 q "111 -- 24°1-iP autt;AI-siPs 21111) 24"111) ----- A"PP • r 4 �r rw• 17 i alD ifig'V "' y o ` �,' ` -- -- -1 g CON ' a - -7-- i? '� te a► �■r i Es .I �ir■� "►T /'1 FEN E � Q1 11-11 • - � .. �� 0 (1) 0 Ikk, . E y1!I • � -„, 110 HOUSE FINISHED. GROUND - AT • CONSTRUCTION . 0.36% . -. -- ..... EXIST 24 CONC SDP LANDSCAPE NOTE: OFFSET DISTANCE TO DRAINAGE STRUCTURES IS TO CENTER OF GRATE. • F fr a36% ,h SIDEWALK 4 4 • - • - GARAGE STA 65+03.35, 19.64' RT EXISTING CB - TYPE 2 65 • - •....- - -- +....., , ....,n.. . _ .......r ,...,.- .._..... Ee\ENFZER CHURCH OF GOD #14275 Cl U) t0 c- I co 123 RIM 21.51 STA 65+06.85, 16.50' RT • 5LF8'0DI S =10% PVI STA 65 +50 PVI EL. - 22.00 50' NUJ HIGH POINT a. STA -65+49.26 EL 21.95 N -- 24 ITV' I CD GRAVEL 0 5 10 20 40 60 W CCAC SOP 14 „ 1-it' - 11 "V I1' - - - 40.38% • .. d ' HOUSE •�.,;� /14301\ J W SEE SHEET 5 FOR 143RD STREET DRAINAGE IMPROVEMENTS CARPORT LOW POINT STA 66+72:46 EL 21.61 - L-YJ v c) z CARPORT ... -..PVT STA.= ..66 +58 PVT. -EL =.. 21.59 50' VC -- -`- W k Nako CO Cr -EL M v it PAVEMENT REPAIR • 70 SY INTERURBAN AVENUE S OD a- LANDSCA HOUSE 114305 PRELEVEL AND /OR GRIND MAJOR ROADWAY DIPS AS DIRECTED c W TRANSITION 0. - CBI24 —RIM 21.29 • STA 66 +57.83, 16.50' GRASS - O UP LANDSCAPE HOUSE 114309 EXISTING GROUND AT CONSTRUCTION ... - 30 20 DEO :^ F.C"4 lad ; M LA 1 r 4 LJ 8 DI S = 10% -- -- • 67 N 10 ` 12 w GENERAL NQTES 1. 2. 3. END PROJECT _STA 68 +00 END 2" OVERLAY OC -- . CONSTRUCTION NOTES 0 MATCH EXISTING IMPROVEMENT. 05 INSTALL COMMERCIAL DRIVEWAY APPROACH PER TUKWILA STANDARD DETAIL RS-9 AND RECONSTRUCT DRIVEWAY. SEE DRIVEWAY SCHEDULE AND DETAILS, SHEET 4. Qs REMOVE: —310 LF VERTICAL CURB —209 SY SIDEWALK 0 REMOVE EXISTING CATCH BAIN. 0 CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. CI ADJUST CATCH BASIN TO GRADE AND INSTALL SOLID LOCKING UD. 13 EXISTING STORM DRAIN PIPE: —STA 64 +00, 19.5' RT TO STA 66 +58, 20.0' RT, 25 LF 18"0 CONCRETE TO REMAIN 14 UTILITY POLE TO BE RELOCATED BY OTHERS. 15 GAS VALVE TO BE ADJUSTED TO GRADE BY OTHERS. Q ADJUST SEINER MANHOLE TO GRADE 18 ADJUST WATER VALVE TO GRADE. GRIND BUTT JOINT. SEE DETAIL, SHEET 3. EDGE GRIND AT EXISTING GUTTER PAN. SEE DETAIL, SHEET 3. Q ADJUST WATER METER BOX TO GRADE. I@ INSTALL NEW METER BOX AND ADJUST TO GRADE. FocnTE 12 OR APPROVED EQUAL CONTROL POINT, SEE SHEET 2. ADJUST COVER TO GRADE AS NECESSARY. TELEPHONE/FIBER OPTIC MANHOLE TO BE ADJUSTED TO GRADE BY OTHERS. RECONSTRUCT ACCESS TO CHURCH WITH TYPICAL SIDEWALK SECTIONS INSTALL TREE GRATES. SEE DETAIL., SHEET 17. INSTALL YARD DRAIN AS DIRECTED BY THE ENGINEER. 'CONNECT TO CATCH BASIN AS SHOWN. INSTALL FITTINGS AND CLEANOUTS AS NECESSARY. (?) CONSTRUCT CEMENT CONCRETE CURB, GUTTER AND SIDEWALK PER TYPICAL SECTIONS (SEE SHEETS 3 AND 4), PROFILE SHEETS 6 THRU 10, AND ALL APPUCABLE CITY OF TUKWILA STANDARD DETAILS. FOR TREATMENT OF EXISTING SIGNS AND ILLUMINATION /CONNECTOR WIRING, SEE CHANNEUZATION PLANS, SHEETS 11 THRU 13. FOR LANDSCAPE PLANS, SEE SHEETS 14 THRU 16. NEURII URAWL% PLUM CyRAW 1Nft. f uo ie ie r m�s�wc �M ws t •