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HomeMy WebLinkAboutPermit D04-024 - JACK IN THE BOX - REMODEL (FORMERLY KFC)This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D04 -024 Jack in the Box 3742 South 144th Street RECORDS DIGITAL D- ) EXEMPTIO THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 128 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. JACK IN THE BOX 3742 S 144 ST D04 -024 • • 9 • • fQQ 2 J U: U O, co U. • w =. J ; W O}` g J: LL < S d z Z 1- U !O Nt. o =U Z' Lii O ~' z r �. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 1523049295 Permit Number: D04 -024 Address: 3742 S 144 ST TUKW Issue Date: 04/20/2004 Suite No: Permit Expires On: 10/17/2004 .`.p. �Name: JACK IN THE BOX, INC Address: 3742 S 144 ST, TUKWILA WA Owner: Name: LARRY'S MARKET Phone: Address: 11410 NE 124TH ST PMB 626, KIRKLAND WA Contact Person: Name: AMANDA RIGGS Phone: 425 827 -2100 Address: FREIHEIT & HO ARCHITECTS, INC. P.S., 10940 NE 33 PL, #202 Contractor: Name: MONARCH INC Phone: 253 - 858 -3265 Address: PO BOX 472, GIG HARBOR WA Contractor License No: MONARI *088KM Expiration Date: 10/16/2005 DESCRIPTION OF WORK: REMODEL EXISTING KFC TO A JACK IN THE BOX. COMPLETE NEW KITCHEN AND DINING ROOM. AESTHETIC CHANGES TO EXTERIOR OF BUILDING TO COMPLY WITH DESIGN REVIEW. PROJECT IS ON VALVUE SEWER AND WATER DISTRICT #125 WATER. PUBLIC WORKS ACTIVITIES INCLUDE SANITARY SIDE SEWER (GREASE INTERCEPTOR) INSTALLATION, STORM DRAINAGE (VACUM CLEAN AND REGRAUT EXISTING CATCHBASINS), LANDSCAPE IRRIGATION /BACKFLOW AND STRIPPIND. Value of Construction: $ $250,000.00 Type of Fire Protection: NONE Type of Construction: VN Fees Collected: $4,371.19 Uniform Building Code Edition: 1997 Occupancy per UBC: 0020 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Volumes: Cut 100 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: N Size (Inches): 0 End Time: Fill 100 c.y. End Time: Public: N doc: Devperm D04 -024 Printed: 04 -20 -2004 Z �w QQ J- JU U ND U) LLI J = F S2 LL w U. d rn =) = a �. w Z �_0 Z t— w Lu �o U 0 - 01-- w W:. U' U. O Z U co' O Z I'll City of Tukwila 11 Igoe ? Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: N Public: N Water Meter: N ** Continued Next Page ** doc: Devperm D04 -024 Printed: 04 -20 -2004 Z z Z; 5 : U U O. CO) c): • to W W = W O. J: LL `. N _. _ d: F. W } _ Z~ H O' Z H;. p` 0 T. = U, H —, u� E — O: L11 Z Z 1 City of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: X i- — e d l 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 constru on or the performance of work. I am authorized to sign and obtain this development permit. Signature: evloAA Date: 0 Print Name: — -2 y (-I- 1" 6 n C yY" 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. 0 z SZ �W. U: L) O. N O' CO) III J � CO) LL: W O CO) U. O =W Z �. HO ZF 5 U O. :O N O F- W UJ; F- U. LU Z CO) 0 1 . Z /, � {�,� � �"• �...�g City of Tukwila reps Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: Address: Suite No: Tenant: 1523049295 3742 S 144 ST TUKW SACK IN THE BOX, INC Permit Number: Status: Applied Date: Issue Date: D04 -024 ISSUED 01/21/2004 04/20/2004 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: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 8: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 9: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 10: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12: 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. 13: 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). 14: Structural observation shall be provided for this project. Architect or engineer responsible for the structural design shall submit a written statement to the Building Official in accordance with UBC - Sec. 307. 15: 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 doc: Conditions D04 -024 Printed: 04 -20 -2004 z Z �7- D J0 cU 0 U) o U) J � � LL LU LLQ U) D Y �_LU z �. �O w ~ w U� O CO3 0H LU LU HP LL O z w U CO O �'- z .. �:' �.. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 approved by that agency on the job site. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any z = z requirements for special inspection. W 17: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be _ 0 construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any N p other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this cn w code shall be valid. CO u_ w O 18: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. L 19: A Certificate of Occupancy will be required for this permit. CO) d = w 20: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Z Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. O z 1- 21: ** *FIRE DEPARTMENT CONDITIONS***? Q co 22: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following o concerns: w w U 23: Maintain fire extinguisher coverage throughout. LL i­- —0 z 24: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) v cn O 25: A wet chemical portable fire extinguisher having a minimum rating of 2A:iB:C:K shall be installed within 30 feet of z commercial food heat - processing equipment, as measured along an obstructed path of travel. (UFC 1006.2.7). 26: 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) 27: 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) 28: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 29: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 30: 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. 31: Local U.L. central station supervision is required. (City Ordinance #1900) 32: 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) 33: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1900) doc: Conditions D04 -024 Printed: 04 -20 -2004 ... '•" �.. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 34: 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) Z 35: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and W Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) QQ D J0 36: Key box - When access to or within a structure or an area is duly difficult because of secured openings or where C O o immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be w = installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain -J ii . . - necessary access as required by the Chief. (UFC 902.4) co U_ w 37: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 38: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to U_ c a location on property, fire resistive requirements based on type of construction, draft stop partitions and roof w coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored z or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) z O w w 39: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) v V) ON 40: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed w ul description of intended use. v U 0 41: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. v O F " 42: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at Z (206)575 -4407. 43: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 44: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. OWNER SHALL OBTAIN A SANITARY SEWER SERVICE PERMIT FROM Val Vue SEWER DISTRICT AT 206 - 242 -3236 PRIOR TO ANY SANITARY SEWER WORK. CONTRACTOR SHALL CONTACT STEVE @ Val Vue SEWER DISTRICT TO MAKE ARRANGEMENTS FOR TV INSPECTION OF THE EXISTING SANITARY SEWER PIPE; ANY SEWER DEFICIENCIES SHALL BE CORRECTED AS DIRECTED BY VALVUE SEWER DISTRICT. CLEAN -OUT INSIDE THE TRASH ENCLOSURE SHALL BE Ned OR DIE TESTED TO ASSURE THAT IT FUNCTIONS CORRECTLY, OTHERWISE IT SHALL BE REPLACED WITH A NEW ONE, OR A NEW CATCHBASIN IN THE TARASH ENCLOSE PAD SHALL BE INSTALLED AND CONECTED VIA THE NEW GREASE INTERCEPTOR TO THE SANITARY SEWER. 45: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 46: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 47: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. doc: Conditions D04 -024 Printed: 04 -20 -2004 {:, :. �, � kul Y Cit of Tukwila r�B Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 48: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of z 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed = areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this UJ period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 49: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All JU U p disturbed areas of the site shall be permanently stabilized prior to final construction approval. W = J � f 50: The site shall have permanent erosion control measures in place as soon as possible after final grading has been N U- completed and prior to the Final Inspection. W O i - 51: Driveway modifications shall be constructed in accordance with City standards. Q cl) w 52: Driveway shall comply with City commercial standards. Driveway width shall be a 25' minimum and 35' maximum. Slope, shall be a maximum of 15 %. Turning radii shall be a minimum of 10'. z H O 53: It shall be verified in writing to the Utilities Inspector that the landscape irrigation system contains a State w �-- Department of Health approved double check valve assembly. This shall be done prior to the Final Inspection. ? o 54: UNDERGROUND VAULT /NO OUTRIGGER PLACEMENT 0— THERMOPLASTIC STRIPING AROUND THE GREASE INTERCEPTOR SHALL BE COORDINATED WITH DON TOMASO, TUKWILA FIRE UJI PREVENTION AT C. (206)575 -4404. x u. 55: EMERGENCY ACCESS TO ALL THE ADJACENT BUSINESSES SHALL BE MAINTAINED ALL THE TIME. U N i 56: All conditions of design review application L04 -001 shall apply to the building permit. Please review conditions placed P_ z ~ I on the project. I hereby certify that I have read these conditions and will comply with them as outlined. Ali provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction,pr the performance of work. Signature: Print Name: Date: G1 - -Z6 7 — O �/ doc: Conditions D04 -024 Printed: 04 -20 -2004 CITY OF TUKWILA p Community Development Department Public Works Department oe ,� Permit Center 6300- So uthcenter Blvd., Suite 100 Tukwila, WA 98188 t:..• >..` t r ' F` � 'S '; �'':� � �' ?�''�- ��r',° r .i::;l r' ':,�,i; ,, �.:�.f'R� . ,. � ;,:� �.. ., ,,t �: f : , YBuiling Permit Igo = , `�� @G�1Y11Ca1 P�mitit \o�k�.l�xrt+ ,, � J : t . • tFjr�� >L; �). c a tit i s t t x s rr ki .T .•': 3 k •YK� �Q� t- � 3 .t 7• iy 4=�{t t Y t., • .E µ ti i F sr 5 ' ,., ,� S .. t � ... t. S i. •� f >y , { ytti` ]: Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** <<SITE'10CATION' F. 5 (a t ... T King Co Assessor's Tax No.: 5 1 -29 9 Site Address: _j 2 rS , J 4 jq 'f-y� �-�". Suite Number: Floor: Tenant Name: �prC�L• r �p , INtJ. New Tenant: .... Yes ..No Property Owners Name M G K-1 N V>4_�q -�/� Mailing Address: City State Zip CONT' C P SON r Name: Mailing Address: E -Mail Address: Q Y' l Company Name: Mailing Address: Contact Person: X12 b _ Z F-W • • City Stale — Zip S� L,c CLMAn • C6M Fax Number: L/�� ' � � (o 8 Q `l� OR INFORMATION "`" � •lr r E -Mail Address: City Day Telephone: Fax Number: State Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of pen issuance ** ARCHITECT OF RECORD = All plans must be wet stamped by Arcti>Itect of Record _ I Company L�� eta �'.`�:: Mailin •.. r - • ► ' s ir• City State Zip Contact Person: /'- \ A Day Telephone: ENGINEER!OF:RECORD : All `plans must be wet .stamped by: Engineer, of ,..Record - :x j Company Name: ( Mailing Address: 1 Contact Person: E -Mail Address: tapplicationslpennit application (3.2003) 3/2003 Page 1 City State Zip Day Telephone: Fax Number: ZZ W �U UO W= H NW WO J U_ CO = W ZF W W U� ON 0H W H� U o W U= O Z i i i� 4 is yRUILDING PERMIT >INFQRMATION -- 206!431 3670 r ��x,�K S�4 4 ;C� s a �t ..e ,t^ .�i. �." Valuation of Project (contractor's bid price): $ ; 0 , OOO - Existing Building Valuation: $ Scope of Work (please provide detailed information): Z-" K'yC__1 F2 f f3y I I A;1 " (n ` 2 CQDYV\91= -101 121;; It,LI Will there be new rack storage? ❑ ..Yes ❑.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square !Footage. Below . 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: Compact: Handicap: Will there be a change in use ?, ❑ .... Yes ❑ ..No If "yes ', explain: . FIRE PROTECTION /HAZARDOUS MATERIALS: ❑.. Sprinklers' []..Automatic Fire Alarm (..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? F].. Yes .No If "yes ", attach list ofmaterials and storage locations on a separate 8-112 x 1l paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3/2003 Page 2 0 Z Z t � JU UO CO o co W J = F- N LL W O UQ c o S �W Z F_ F_ O Z 1— w W U� O N �H W 2 H3 u. O •Z W U- O Z PI BI'1C WORKS ,PERMIT INFO TION.;�= 206 433= 0179' t i ti i ;j i. :1. , f Scope of Work (please provide detailed information): 'PCQ`/ ( PE 1� Call before you Dig: 1- 800 - 424 -5555 ;Please refer:to Public; Works Bulletin #l. for fees..and.estimate sheet Water District ...Tukwila V... Water District # 125 E].. Highline [] ...Renton ... Water Availability Provided Sewer District ...Tukwila .. Va1Vue E].. Renton ...Seattle ...Sewer Use Certificate ... Sewer Availability Provided 0 .. Approved Septic Plans Provided ...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): ..Civil Plans (Maximum Paper Size — 22" x 34 ") ...Technical Information Report (Storm Drainage) .. Geotechnical Report Traffic Impact Analysis ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ... Hold Harmless Proposed Activities (mark boxes that apply): f ❑ ...Right -of -way Use - Nonprofit for less than 72 hours 1 E] ...Right -of -way Use - No Disturbance ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ ' ❑ ...Total Cut cubic yards `�'. ❑ ...Total Fill cubic yards i ❑...'Sanitary Side Sewer `:'{ ❑ ...Cap or Remove Utilities '� ❑ ...Frontage Improvements ❑ ...Traffic Control C] ... Backflow Prevention - Fire Protection _ Irrigation Domestic Water .. Right -of -way Use - Profit for less than 72 hours .. Right -of -way Use — Potential Disturbance .. Work in Flood Zone ❑ .. Storm Drainage [] .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ „ (� .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ...Permanent Water Meter Size... 71 WO# ❑ ... Temporary Water Meter Size.. „ WO# ❑ ... Water Only Meter Size............ WO# ❑ ... Deduct Water Meter Size........ " ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: - Name: Day Telephone: Mailing Address: city State zip lapplicationslpermit Application (3.2003) P 3 3/2003 g Z �_— Z W QQ� JU UO (n o CO LU J = H CO) W w O �Q co _CY W Z� �- O W Uj �p U O � OH W W H I. W Z Lll CO ~O lr7 Z .. I MEC I NFORMATION 206 431 3670 t`s T ' '� ;FY S .'i,•. n MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contractor Registration Number: E * *An original or notarized copy of current Washington State Contractor License City Contact Person: I p r Day Telep E -Mail Address: Fax Nurt�l... :ton Date: be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): State Zip Use: Residential: New .... ❑ Rep Commercial: New .... E] Rep Fuel Type Electric ..... ❑ Gas .... ❑ Indicate type of mechanical work being ips the quantity below: UnitType: Qty Unit Type/ Qty: Unit Type;. Qty !:Boiler /Compressor: Qty Furnace <100K BTU Air Han g Unit > =10,0 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU EvapyF.ator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ve ilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater ntilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP/1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind PERMIT APPLICATION NOTES Applicable to alit "permits i<n tliis appl><cat><on 7' 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 0 U ORIZED AG � T: Signature: Date: Print Name: ffi y\ Day Telephone: Mailing Address: �("�� (� � � �.. �Da �l.l� V )�- W A ly State Date Application Accepted: Date Application Expires: Staff Initials: 4 1 7- Z� -4'� C \applications \permit application (3.2003) 32003 Page 4 Z Z W 0 CO 0 C0 W J � CO W WO J u- Q CY Z �W Z H t— O W ~ W U� co 0 1.— W U J HF -O Z W U= O Z PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME PERMIT # /N - /7/E - 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: General Erosion prevention Water Sewer Storm water Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL. PLAN REVIEW FEE (B +C +D) $2S0 (1) q/3 .4Z 3LgO 458 f' $ j:5 i (4) S_ 0 5. GRADING Plan Review and Permit Fees $ 2 3 / (5) Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading application fee. Use the greater of the Pxravatinn and fill vnlumps_ QUANTITY RATE IN CUBIC YARDS Up to 50 CY Free 51-100 $23.50 101-1 $37.00 1,001 — 10 000 $49.25 10,001— 100,000 $49.25 for 1� 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 481.30 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. A.pp inDAUAL Q,! 1VIEjo ,SO Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 r' z J-z Ix 11i 6 000 wF_ S2 LL w U. cY =w z� �0 z�_ w w U 0 CO) w - 0 ..z w CO) o� z r n� I i i PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees c7 6. Permit Issuance /Inspection Fee (B +C +D) $ ASS = (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitiaation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% 10.00 15-10(75%) 7.50 10-7(50%) 5.00 7-5(33%) 3.30 5-2(25%) 2.50 2-1( 10%) 1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item S. Q UANTITY in CY RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1' 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001— 100,000 $325.00 for the 1s' 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000, plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 PIA $ -7 ($) z �z '~ w JU 00. N 0. Ca Lu� J �- S2 LL w 9 - U- Q CJ) =) = a �w z �. �O z E- 2: U� .O Co. � H W w. LL ui z' co O z PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin 1 Total A through E 10. AD A. B. C. D. E. F. G. DITIONAL FEES Allentown Water (Ordinance 1777) Allentown Sewer (Ordinance 1777) Ryan Hill Water (Ordinance 1777) Special Connection (TMC Title 14) Duwamish Storm Drainage Mitigation Other Fees DUE WHEN PERMIT IS ISSUED $ ( $ $ $ $ Total A through G $ (10) (6 +7 +8 +9 +10) $ 4 58 + 37 = 47,5 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. 0 z I Z' �w u� D . J V 0 0 , w =. J S2 w wo 2 �, 9 J LL UJ o. z 1- O w LLJ 25: o C0 ; o� w U. O: ui z U CO P =: O z r 04/15/2004 19:47 FAX 425 251 8782 BARGRAUSEN 2 002 CITY OF TUKWILA Public Works Department 206- 433 -0179 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY SUMMARY OF ESTIMATES TOTALS 1. GENERAL ITEMS $913.92 2. EROSION PREVENTION /SEDIMENT CONTROL (TESC) $35,90 3. ROAD AND PARKING IMPROVEMENTS $8 ,299.81 4. DRAINAGE SYSTEM 0 5. WATER SYSTEM 0 6. SEWER SYSTEM $8 ,973.28 GRAND TOTAL $18,312.01 150% Bond Quantity = (1.5) (GRAND TOTAL) $27 ,468.02 The quantities above were calculated by. Printed Name Patrick A. Taitano Signature: ,rid PE License W mber. 37819 WA Firm Name and Address Barghausen Consulting Engineers, Inc. 18215 — 72nd Avenue South Kent, WA 98032 G p was fj► I 7 Date: April 15, 2004 Telephone Number (425) 251 -6222 , a, 9A O Fax Number (425) 251 -8782 O.� IISTER E - mail: ptaitano @barghausen.com I - Approved Nov. 2002 1 1 11302.001.doc z �z �w JU UO ND C0 w J :r. D w . U i �w ` z �o z�_ W w U� O CO. o� wW L o ..z w CO o� z 04/15x900 19:48 FA% A25 251,8782 BARGHAUSEN DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY Q 003 GENERAL ITEMS Unit Quantity Unit Price i Subtotals Clear /Remove Brush by hand Acre $1,320.00 $ 0.00 Clear /Grub/Tree Removal Acre $6,820.00 I $ 0.00 Common Excavation CY 60 $1.30 1$ 78.00 Trench Excavation CY 40 $3.30 1$132.00 Embankment - Backfill and compact with select Material CY $4.00 1 $ 0.00 I Trench - Backfill and compact with select material CY 100 $6.30 1 $630.00 Borrow - Fill and compact CY $12.30 1 $ 0.00 Gravel Base - Fill and compact CY $17.20 j $ 0.00 Topsoil - Imported CY $17.60 $ 0.00 Grading - Fine with a grader SY $0.80 ! $ 0.00 Grading - Fine by hand SY $1.45 $ 0.00 Fence - Cedar, 6' high LF $27.50 $ 0.00 Fence - Vinyl coated chain link, 6' high LF $11,00 j $ 0.00 Fence Gate - Vinyl coated chain fink, 20' wide EACH $990.00 i $ 0.00 Fence - Wildlife passable (NGPE & SAT) LF $5.50 $ 0.00 Survey - Monuments EACH $110.00 $ 0.00 Survey - Lot fines DAY $693.00 $ 0.00 Survey - Line and grade DAY $561.00 $ 0.00 Trail - 4' crushed cinder SY $7.15 I $ 0.00 Trail - 4' crushed surfacing top course SY $6.60 $ 0.00 Wall - Gabion, 3' thick, no earthwork SY $106.70 $ 0.00 Wall - Retaining, with earthwork SY $23.10 $ 0.00 j $ 0.00 $ 0.00 j $ 0.00 $ 0.00 j $ 0,00 $ 0.00 $ 0.00 General Subtotal I $ 840.00 Sales Tax @ 8.8% $ 73.92 GENERAL R'EMS TOTAL 1,$913.92 Approved Nov, 2002 2 I 11302.001.doc Z Z W QQD JU UO co LLJ J = H �W WO 2 QQ LL = �W Z I- O Z H U� co_ 0 I- W H� LL O. .Z W U= O Z 04/15 12:08 FA 425 251 8 B ARGHAUSE N IM 004 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY TESC Unit Qu an t ity Unit P S ubtotals Fence - Silt (installation and removal) LF $1.40 $ 0.00 Fence - Temporary, drip line & NGPE /SAT) Hydroseeding Hydroseeding, fertilizing, mulching Seeding - By hand LF ACRE ACRE SY $1.10 $1,980.00 $2,750.00 $0.40 $ 0.00 $ 0.00 $ 0.00 $ 0.00 Mulch - Straw, 3" by hand SY $0.55 $ 0.00 Mulch - Straw, 7 by machine ACRE $2,200.00 $ 0.00 $0.00 S 0.00 Fabric - Geotextile Sy $1.65 $ 0.00 Catch Basin Protection - Insert EACH 1 $33.00 $ 33.00 Catch Basin Protection - Geotextile a& rock EACH $22.00 $ 0.00 Outfall - Silt trap or pond overflow EACH $660.00 $ 0.00 Interceptor dike /swale LF $1.00 $ 0.00 Hay bale silt trap EACH $55.00 $ 0.00 Brush Barrier LF $0.30 $ 0.00 Stabilized construction entrance -15' by 50' EACH $1,155.00 $ 0.00 Stabilized construction entrance - 15' by 100' EACH $1,980.00 $ 0.00 Pipe slope drains LF $2.20 $ 0.00 Level spreader LF $ 1.65 $ 0.00 Silt Trap EACH $550.00 $ 0.00 Silt Pond EACH $1,650.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 TESC Subtotal $ 33.00 Sales Tax @ 8.8% $ 2.90 TESC TOTAL $ 35.90 Approved Nov. 2002 3 11302,001,doc Z �w QQ D U rn o J = H CO) LL W O. La CO) D = a �w Z F- Z� W U� ON OH WW �U u. O tll Z U� O~ Z 04/15/2004 12:09 FAX 425 25 8782 BAR GHAUSEN DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 2005 ROAD & PARKING IMPROVEMENTS Un# Quantity Unit Price Subtotals AC Grinding - 4' machine SY $7.70 $ 0.00 AC Removal /Disposa /Repair Curb - Extruded asphalt SY LF 18 576 $88.00 $2.20 $1 ,584.00 $1,267.20 Curb - Extruded concrete Curb & Gutter - V ertical Curb & Gutter - Demolish /Dispose LF LF LF 576 $2.20 $7.70 $11.33 $1,267.20 $ 0.00 $ 0.00 Sidewalk - Concrete - Demolish /Dispose SY $24.75 $ 0.00 Sawcut - Asphalt, 3" deep LF 320 $1.43 $ 457.60 Sawcut - Concrete, per 1" depth over 3" LF $1.21 $ 0.00 Sealant - Asphalt LF $0.77 $ 0.00 Shoulder - CSTC TONS $16.50 $ 0.00 Sidewalk - Con c rete, 4" thick with 4" CSTC SY 106 $22.00 $2 ,332.00 Sidewalk - Concrete, 5" thick with 4" CSTC SY $26.40 $ 0.00 Striping - 4" reflectorized LF $0.28 $ 0.00 Striping - per parking stall EA 11 $3.00 $ 33.00 Thickened asphalt edge LF $5.17 $ 0.00 Pavement Markings - Channelization arrows EACH 1 $82.50 $ 82.50 Signs - Traffic channerization EACH 11 $55.00 $ 605.00 Overlay - Asphalt concrete - (2.05 tons /CY) TONS $44.00 $ 0.00 Pavement - Asphalt concrete, < 300 tons (2.05 tors /Cy TONS $d 1.80 $ 0.00 Pavement - Asphalt concrete, > 300 tons SY $35.20 $ 0.00 Asphalt treated base (ATB) - (2.05 tons /CY) TONS $38.50 $ 0.00 CSTC - (1.85 tons /CY) TONS $16.50 $ 0.00 CSBC - (1.85 tons /CY) TONS $16.50 $ 0.00 Gravel base (1.85 tons /CY) TONS $9.90 $ 0.00 Geotextile fabric - Structural $1.65 $ 0.00 Guard rail LF $22.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $0.00 $ 0.00 Pavement markings - Raised, Type 1 EACH $3.30 $ 0.00 Arrows - Thermoplastic EACH $82.50 $ 0.00 Lane marking - Thermoplastic LF $3.30 $ 0.00 Sign - Stop 30 "x30 ", VIP grad EACH $82.50 $ 0.00 Sign - Street name, 9" X length, 6" letters EACH $44.00 $ 0.00 Signs - Miscellaneous traffic EACH $38.50 $ 0.00 Median - Non - traversable, C curbing EACH $5.50 $ 0.00 Bar6code - Type III LF $33.00 $ 0.00 Traffic signal - Fully actuated (includes design) EACH $220,000,00 $ 0.00 Approved Nov. 2002 4 11302.001.doc . ,, _ ,.��...,._.., z �z LL. ddD W UQ (0 W = U. WO LLQ 2 �W H O W �5 U� O- o I- WW H LO z W U CO) t= _ O z 04/15/2004 12 :10 FAX 425 251 8 782 BAR GHAUSEN Zoos DEVELOPMENT BULLETIN iC ENGINEER ESTIMATE AND BOND QUANTITY Street light - City -owned EACH $5,500.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 Road & Parking Subtotal $7,628.50 Sales Tax @ 8.8% $ 671.31 ROAD & PARKING TOTAL $8,299.81 CSTC - Crushed surfacing top course CSBC - Crushed surfacing base course z W . WD J0 00 N13 w= J �. Cl) U. w u. Q N 1 W. Z �. 1- O Z H: 5 U� O� � f- WW O tit Z O ~; z 04/15 1 2:10 FA 42 5251 8782 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY B ARGRAtiSE N_ , 2 007 DRAINAGE SYSTEM Unit Quantify Unit Price Subtvtols Inlet /Yard Drain Each $385.00 $ 0.00 Catch Basin - Type 1 Each $935.00 $ 0,00 Catch Basin -Type 2, 48" Each $1,430.00 $ 0.00 Add for depth over 4' per foot Feet $352.00 $ 0.00 Catch Ba - Type 2, 54" Each $1,595,00 $ 0.00 Add for depth over 4' per foot Feet $407.00 $ 0.00 Catch Basin - /Type 2, 60" Each $1,760.00 $ 0.00 Add for depth over 4' per Foot Feet $341.00 $ 0,00 Catch Basin - Type 2, 72" Each $2,420.00 $ 0.00 Add for depth over 4' per foot Feet $572,00 $ 0.00 Cleanout, PVC, d" dio. Each $94.60 $ 0.00 Cleanout, PVC, 6" dia. Each $126.00 $ 0.00 Cleanout, PVC, 8" dio. Each $156.20 $ 0.00 Drain pipe, PVC, 4" LF $4.95 $ 0,00 Drain pipe, PVC, 6" LF $7.15 $ 0.00 Drain pipe, PVC, 8" LF $8,80 $ 0.00 Storm pipe, Concrete, 8" LF $16.50 $ 0.00 Storm pipe, Concrete, 12" LF $19.80 $ 0.00 Storm pipe, PVC, 8" LF $8.80 $ 0.00 Storm pipe, PVC, 12" LF $ 16.60 $ 0.00 Storm pipe, PVC, 15" LF $20.90 $ 0.00 Storm pipe, PVC, 18" LF $25.30 $ 0.00 Storm pipe, PVC, 24" LF $33.00 $ 0.00 Storm pipe, CMP, 8" LF $11.00 $ 0.00 Storm pipe, CMP, 12" LF $16.50 $ 0.00 Storm pipe, CMP, 15" LF $20.90 $ 0.00 Storm pipe, CMP, 18" LF $24.20 $ 0.00 Storm pipe, CMP, 24" LF $33.00 $ 0,00 Storm pipe, CMP, 30" LF $42.90 $ 0.00 Storm pipe, CMP, 36" LF $71.50 $ 0.00 Storm pipe, CMP, 42" LF $88.00 $ 0.00 Storm pipe, CMP, 48" LF $93.50 $ 0.00 Storm pipe, CMP, 60" LF $137.50 $ 0.00 Storm pipe, RCP, 15" LF $25.30 $ 0.00 Storm pipe, RCP, 18" LF $30.80 $ 0.00 Storm pipe, RCP, 24" LF $44.00 $ 0.00 Storm pipe, RCP, 30" LF $71,50 $ 0.00 Storm pipe, RCP, 36" LF $93.50 $ 0.00 Storm pipe. RCP, 42" LF $115.50 $ 0.00 Storm pipe, RCP, 48" LF $126.50 $ 0.00 Storm pipe, RCP, 60" LF $181,50 $ 0.00 Pond Overflow Spillway SY $8.80 $ 0.00 Approved Nov. 2002 N 11302.001.doc Z �Z �W t QQ r 2 JU UO Cl) C3 C0 Lu W = CO) U. WO La to D = �W Z F.. F- O w �5 U� ON OH W F - - O Z W UN H O Z 04 /15/2004 1 2:10 F AX 42 251 8 782 _BAR G IIAUS N @J 008 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Restrictor - OWS, 12" Each $880.00 $ 0.00 Restrictor - OWS, IS' Each $990.00 $ 0,00 Restrictor - OWS, 18" Each $1,155.00 $ 0.00 Restrictor - OWS, 24" Each $1,430,00 $ 0.00 Trash'rack, 1 S' Each $203.60 $ 0.00 Trash rack, 18" Each $231.00 $ 0.00 Trash rack, 21" Each $264.00 $ 0.00 Trash rack, 24" Each $330.00 $ 0.00 Riprap, Light, Loose Tons $66.00 $ 0.00 Quarry Spoils, 4" to W Tons $49.50 $ 0.00 Trench - infiltration, per 100 feet Feet $ 0.00 Perforated stub - out system Each $ 0.00 Trench - Flow dispersal, per 100 feet Feet $ 0,00 Sign - Stormwate� Facility Each $330.00 $ 0.00 $ 0,00 $ 0.00 $ 0,00 $ 0,00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 Drainage System Subtotal $ 0,00 Sales Tax na 8.8% $ 0.00 DRAINAGE SYSTEM TOTAL $ 0.00 Approved Nov. 2002 7 11302.001.doc Z W UO U D J = H U_ W �0.. LL to D = a W z� I- O Z F- W W, U� O C D I- =w L ui Z CO) O Z 0 1 2_11 FAX 425 25 8 782 BARG HAUSEN 009 DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY WATER SYSTEM Unit Quantity Unit Price Subtotals Water Main - Ductile iron, CL 52, 6" LF $ 0.00 Water Main - Ductile iron, CL 52,8 LF $ 0,00 Water Main - Ductile iron, CL 52, 10" LF $ 0,00 Water Main - Ductile iron, CL 52,12" Gate Valve, 6" LF EACH $ 0,00 $ 0.00 Gate Valve, 8" EACH $ 0.00 Gate Valve, 10" EACH $ 0.00 Gate Valve, 12" EACH $ 0.00 Fire Hydrant Assembly, With guard posts EACH $1,200.00 $ 0.00 Fire Hydrant Assembly, Without guard posts EACH $950.00 $ 0.00 Air -vac, 8" EACH $ 0.00 Air -Vac, 10" EACH $ 0.00 Air -Vac, 12" EACH PRVA, 8" EACH $ 0.00 PRVA, TO" EACH $ 0.00 PRVA, T2" EACH $ 0.00 Backflow - Irrigation $ 0.00 Backflow - Fire Line $ 0,00 Backflow - Water supply $ 0.00 $ 0.00 $ 0,00 $ 0.00 $ 0,00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 Water System Subtotal $ 0,00 Sales Tax 0 5.8% $ 0.00 WATER SYSTEM TOTAL $ 0,00 8 11302.001.doc Z 3: �w 00 U) 0 C0 w J = H TLL w a � U- U) = a �W z H I— O Z H W U ON 0 H- W W 3: LL' O W Z 0 C f- _ O Z 0 4/15/ 2004 12:11 FAX 42,5 251 8782 i DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY BARGRAUSEN I@ 010 11302.001.doc � z ;~ z �w �U UO moo J H Cf)W W O }}. �J LL Q ND = I.- W z ►- O z H W W U O- o t-- W HP LL O ..z w U= O z City of Tukwila f9�8 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i RECEIPT Parcel No.: 1523049295 Permit Number: DO4 -024 I Address: 3742 S 144 ST TUKW Status: ISSUED Suite No: Applied Date: 01/21/2004 Applicant: JACK IN THE BOX, INC Issue Date: 04/20/2004 Receipt No.: R04 -00573 Payment Amount: 554.40 Initials: BLH Payment Date: 05/13/2004 11:41 AM User ID: ADMIN Balance: $0.00 ` I 1 Payee: FREIHEIT AND HO ARCHITECTS INC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 17164 554.40 k ACCOUNT ITEM LIST: j Description Account Code i Current Pmts ------------------- -- --- - - - - -- --------- -- - - --- -- --- -- - - - -- BUILDING - NONRES 000/322.100 336.00 ' PLAN CHECK - NONRES 000/345.830 218.40 j Total: 554.40 i 1 I 1 i 05/13 9 TOTAL. 554-40 doc: Receipt - Printed: 05 -13 -2004 Z Z: W: J 01 v O N 0 W =: -J N U. W �0�... J C d = W ZH - O: ZP 2 -9 U O N '. C3 W �U LL Z 111 U CO) Z J (g' Cit of Tukw ila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Address: Suite No: j Applicant: 1523049295 Permit Number D04 -024 3742 S 144 ST TUKW Status: APPROVED Applied Date: 01/21/2004 JACK IN THE BOX, INC Issue Date: Receipt No.: R04 -00464 Initials: SKS User ID: 1165 Payee: JACK IN THE Bi TRANSACTION LIST: Type Method ---- - - - - -- - - - - -- Payment Check Payment Amount; Payment Date: Balance: DX, INC. Description Amount -- --------------------- - - - - -- ------ - - - - -- 206631 3,179.25 ACCOUNT ITEM LIST: Description ------------------------ Account Code Current Pmts - - - BUILDING - NONRES - -- ---------- - - - - 000/322.100 -- ------ - - - - -- 1,833.75 PW ADDL PLAN REVIEW 000/345.830 114.50 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PERMIT FEE 000/342.400 37.00 PW LAND ALT PLAN REVIEW 000/345.830 23.50 PW PERMIT /INSPECTION FEE 000/342.400 458.00 PW PLAN REVIEW 000/345.830 458.00 STATE BUILDING SURCHARGE 000/386.904 4.50 3,179.25 04/20/2004 01:24 PM $0.00 Total: 3,179.25 01'62 6 9716 MTAL 3179 -25 doc: Receipt ~ Printed: .04 -20 -2004 0 z j- Z. W ; J U: UO W W J F. CO) LL W O Ei LL = N = W z E- O, z !- W � p ,O N W W. - LL O . iii z U CO), z i City of Tukwila 1906 6300 Southcenter BL, Suite 100 Tukwila, WA 98188 (206) 431-3670 Parcel No.: 1523049295 Address: 3742 S 144 ST TUKW Suite No: Applicant: SACK IN THE BOX, INC Receipt No.: R04 -00060 Initials: SKS User ID: 1165 RECEIPT Permit Number: D04-024 Status: PENDING Applied Date: 01/21/2004 Issue Date: Payment Amount: 1 Payment Date: 01/21/2004 03:48 PM Balance: $1,838.25 Payee: JACK IN THE BOX TRANSACTION LIST: Type Method Description Amount ---------- -------- --------------------------- ------------ Payment Check 2166142 1,191.94 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------------ ---------------- ------ - - - - -- PLAN CHECK NONRES 000/345.830 1,191.94 Total: 1,191.94 6728 01/22 9710 TOTAL 11.91 .94 doc: Receipt Printed: 01-21-2004 z Q Z W 00 W CO) W U- WO U. W Oi z H- W UJ ' 5; L) O N a � WW X U 0 W z CO) O Z' M • INSPECTION RECORD Retain a copy with permit 1 00 1 INSPECTION N0. PER N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206 431 X670 Project ---. Type of InspeGiLon Addres . Date Called: Special Instructions: _ Date Wanted: m. Requester: Phone No: Receipt No.: Date: 6 Z Z f � JU UO co Ill N U_ W 9 : LL N::) = CY . �W ` Z W W 5. U O -. 0 t• WW U LL ~O W Z N U— H T- o Z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECOI ~' Retain a copy with permit ~da INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje � Type of Inspection: Y ... '.. Ad re� L ly � S /, � / Date Called: 0 /o� Special Instructions: Date Wanted: a.m. (/ d A n Requester: r �'� / u � I Phone No: 3 ��- Approved per applicable codes. Corrections required prior to approval. PAJ 4 COMMENTS: Y ... '.. WWJ �d�� � ciI1.S A fJ e, Z ►"�-a ^, �r U Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z �Z W UO N O' w LLJ J S2 LL WO U. <t _ CY �W Z t— H O Z H-. U� N a H W W U .. Z W U= O ~� Z INSPECTION RECORD Retain a copy with permit q INSPECTI N0. PER N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 431;3670 Phone No: Approved per applicable codes. Corrections required prior to approval OM ENTS: c j .Inspector: / _ Date:��� — 1 l i x 47.0 EINSPECWFEE REQU ED. Prior to inspection, fee must be j paid at 6 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recelpt No.: Date: Pr$ject: � ; � Type of Inspeci.ien: A ress: � ,.� � Date Called: Special I structions: Date Wanted: m V . V Requester. r Z �_- Z W QQ� W UO, U U. W �L W O. U - N :3 = �W Z 3: E- O Z l—' LLJ W U� O C0 W U. u_ — Z lii U =. O F- Z Project: Type of Inspection: Address: INSPE TION RECORD Special Instructions: Date Wanted: p.m. x Retain a copy with permit INSPECTION NO. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: Date ailed: Special Instructions: Date Wanted: p.m. Requester: Phone No: u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;I Receipt No.: Date: i z JU UO U O co W J ML w 0 2 a LL �. c S CY H =. z 1-O z�- 5 �0 O N WW LL O z U CO) z I . Y INSPECTION RECORD q--]Retain a copy with permit dZ INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Phone No: Approved per applicable codes. Corrections required prior to approval. Project• Type of Inspection: Ad ress: &L -5 1 Date Called: Special Instructions: Date Wanted: a. m.' ol P.M. Requester: Z iH Z W 0 00 CO) a C0 W LL W O LL. cf) CY F- LU 0* Z 11-- W W 5 C& �0 C3 WW 0 llJ Z Cf) �z IF Receipt No.: Date: <_ INSPECTION RECORD 517' Retain a copy with permit .►/�' �� INSPECTION NO. PER IT NO. CITY OF TUKWILA BUILDING DIVISION - �-8 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P ect: 4' ( Type o� Ipspecti . A re s: � r Date ailed: b Speci I In tructions: Date Wanted: p.m. Requester: ` Phone No: J i Inspector: 1 Date: Rec 47.UU KUNNFIA..I IUN Ftt KtCZUIKtL). rnor to Inspection, Tee must to aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioi ipt No.: Date: 1 M Z ..= Z W� UO. Co 0 CO) J N LL WO 2 9Q Z W 3: H O Z F- �� ON � H WW P LL O .Z W P , O Z 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 Project: �QGK % - $ale. �ax Type of Inspection: 541 -S-% SD Address- S t44 St Date Called: 6—' Special Instructions: Date Wanted: a.m Requester: Q R I C'V Phone No:2-53- 60(o- 642-6 u . W F� Approved per applicable codes. 1:1 Corrections required prior to approval IC COMMENTS: do a �J-7 1 � I . & t6Y' 4 r Z 2 E1(J2 r F Gf � Z W. QQ � JU UO CO ) C3 J TLL W O 9 LL N = W ? F- Z0 W U O- 0 H WW H� LL O' Z t1I CO) U Z INSPECTION RECORD Retain a copy with permit V INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: I /U & Type of Inspection: Address: l i1 1 Date Called: F ly 0 2 V0 Special Instructions: Date Wanted: a. M. d y p.m. Requester: c one No: l Approved per applicable codes. Corrections required prior to approval d COMMENTS: ZA L' f E r a i Inspector: L 2` ,6f ❑ $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: z 3: IQX � . JU UO CO 0 CO) DLL W O: LL Q co d = W Z � Z Off: WW U� CO) O Ir WW H �O W z U= O H z. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE I CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro Jklvll Al) ��c /--� V� Type Dif inspection: /-p Ad re s: T Date Iled: �/ry Special Instructions: �I Tit �-rT' TG - Date Wanted: a.m. Requester: Pho — (,- p I 1 rjk proved per applicable codes. Corrections required prior to approval. i z �Z JU 0 0: CO W =` J 1- N LL W O g J LL ca O = W z O0. W L11 �p U O 0 H. WW �U —O ..z INSPECTION RECORD ��` ✓U Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' ct: 7 Type of Inspection: Address: �- Date Called: jr, Z1 D Special Instructions: Date Wanted: a.m. 1 7 , W 0 p .m. Requester: 4-a / && �� - Phone No: 2s 6Q6 6C Approved per applicable codes. Corrections required prior to approval �W • 1 _ r �� Inspector: Date: 6� Nw.w a.a ..vv ..va. a••a.a. ...• v .aw., ..w• .. a•a.. a..• av .. a.. •a.uu�a. •a.n •s Na.a.arv••. Receipt No.: Date: X47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be noirl nt R�l1l1 Cni *he -nntnr Rlvrl ciatc 1 /Vl f X11 M erhnrl•Jn rniner.n�rinr. Z. Z. '~ W UO N . w= J F. N LL w 9-5 co) a = W Z� Z 01 �p O N. o�- W LL W Z' F- _ O ~' Z 27 l INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER MIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431'-3670 Projec el C-L 0 (2 Type of Inspection: AddreTs: L/ "A 'S ---7 2 Ivei Date Called: I Special I Instructions: - Date Wan d: a.rn p. m. Requester: Phone No: I Receipt No.: Dat e: z W 0 0 C') a co LU LU C0 LL. LU O. LL Co CY F. UJI 0 W H W UJ 5. co �0 W W X LL 0 ki z C.) CI), P M , 0 z paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Approved per applicable codes. Corrections required prior to approval. rOMMENTS: A e z A Insp Date: V ff I Receipt No.: Dat e: z W 0 0 C') a co LU LU C0 LL. LU O. LL Co CY F. UJI 0 W H W UJ 5. co �0 W W X LL 0 ki z C.) CI), P M , 0 z paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD INSPECTION N0. � Retain a copy with permit � I '/v �ER IT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PrrLgt: Type of Inspection: Address: Date Called: L Special Instructions: Date Wanted: , a.m. f� l< c p.m. R qes � r: 1�� Phone No: 2r� G B b`l Fl Approved per applicable codes. El Corrections required prior to approval. C i IMMIX �A •L P7 f� l< $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z J- Z W Q W W� JU UO Co 0 co LU J N LL w O 9 -j U- Q co d = W fL _. z� �O z1� LU U� �O N o W W: �� 11. O tl! z U N H X. Z .� INSPECTION RECORD Retain a copy with permit INSPECTION N0. PER T CITY OF TUKWILA BUILDING DIVISION ; 6300 Southcenter Blvd., #100, Tukwila, WA.98188 (206)431 -3670 Project: r 1 \ ) , 4 ✓,_ u Type of In pecti n: Addres • Date Called: Special Instructions: Date Wanted- a.m p.m. Requester: Phone No: i 1 Approved per applicable codes. Corrections required riot to " PP P PP q P approval. COMMENTS: 1A I tt "• .. i i I i i i I i i E I 7 { i t i Inspector: Date: A ��a t $,47.00 REINSPECT D EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z UO J J S2 U. WO 9 LL Q = H =. Z� E O. W ~ �f U� O CO: C3 F_ W r H. �O ll! Z U= Z M INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM 0. _ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Typ o f Inspecti Address: Date Called: Special Instructions: Date Wanted: a.m � p.m. Requester: Phone o: paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r i z � W JU UO Cl) o. J = S2 LL WO u_ U� Z CY �W Z fF- H O z H �p U O N O H W LL- w z CO) O z' INSPECTION RECORD Retain a copy with permit U INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: 374 2- S' N91 (� Date Called: I,/ Special Instructions: Date Wanted: a.m. IV/ d P .M. Requester: LENO:' r R Approved per applicable codes. Corrections required prior to approval. { C i1 I / 4101. . • L.rLI�. W NW. 1 - •� WA L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. _ i i 0 Z �W UO NO w= J l.. U) LL. W 0 g L CIOd �W Z 5 U� .O Co. 0 F- WW LL 0 Z. Z 12 INSPECTION RECORD Retain a copy with permit &Y --02 INSPECTION RO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ProjeC3,,�- Type of Inspection: Address: ,3 'q 2, .5 NV Date Called: lell.�1 y S7peclal Instructions: Date Wanted: /' a.m. 61161Q p.m. Requester* Phone W COMMENTS: I U WMA Sam �2-� R Approved per applicable codes. Corrections required prior to approval. Inspector: Da te r? F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 00. Call'to schedule reinspection/ El Z 1 1-: Z ILI 0 0 (Do Cl) W J U. W I Ei LL CO) W z x 0 . I-- W U l 5 U 0 O N UJ LLI C.) Z. O CO) I-- Z /I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE PE CITY OF TUKWILA BUILDING DIVISIO 4 6 ..000. Southcenter Blvd., #100, Tukwila, WA 98188 20 �70 okk Type of Inspectiog: Add-Fess: S �. Date Called: Special Instructions: Date Wanted: RequesTer: Phone No: I Receipt No.: D ate: I P Z JU 00 U) a CO) W W LL WO J LL co) CY W z 0 z �_ W UJ � 0 H. W W 0 Z W CO) 0 — P 0 z paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r - 7 it INSPECTION RECORD Retain a copy with permit ' Do INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro j t%: Type o i Inspe lion: A s: q& I S� Date Called: O 1 U�4 Tp Instructions: Date Wanted: m Requester: Phone NQ OCR- &pproved per applicable codes. Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z �_- Z �W Q� J U� UO W= J F— W O: 9Q c = CY �W Z 5 U� O� W U LL —0 • Z: LU P _ O Z INSPECTION RECORD' Retain a copy with permit ^ Qo� INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 3 -3670 ProJ�t: � � _ Ty�f Inspection: Ad s: a14 9 Date Called: Special Inst uctions: , Date Wanted: a. . /0 /1D104 Requester: Phone No 1 <C „ ... 1 ' { , Inspecto a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1 paid at 6300 Southcente Blvd., Suit 100. Call to schedule rein spection. ;i Receipt No.: Date: Z = Z UO CO 13' W I.— . CO) IL, w O' = a �w ?H H O Z I—; UJ W 0 (o o �-. W F- V U . - Z W U 71— Z. r INSPECTION RECORD Retain a copy with permit ��a INSPECTION NO. PE 1 N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro ct: % T n U of Type irspec ion: Add e s �V Date Called: LL Srecial In tructions: Date Wanted: ' a.m. p.m Requester: Ph ie No " paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .. Z ir' Z W Q � W � UO CO) (3 wi J H S2 U. WO J- LL Q. N = d. � W Z t— H O. Uj Z E- U� O N 3 I— W W` �U H u. O; LLI Z U CO) O t '" Z ' INSPECTION RECORD , Retain a Copy with permit OR INSPECT O. PER T N CITY OF TUKWILA .BUILDING .DIVI ION �... 6300 Southcenter Blvd., #100, Tukwila, WA 9818h, 206)431- 6 t Pr 'ect: Ty f Inspe U 6 d s: S Date Called:' l� Special Instructions: Date Wanted: m K17 p.m. Requester: -� Phone No , c f O r I u ' I Z4 /.UU KtINbrM. I IUN Mt KMIUMM rrlor to Inspection, ree must oe paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: Z �2 `~ W Q � Q 2 JU (30 ( J) 0 WF �U- Uj O LL ?. CO) d = W H Z� Z0 W O -. � H WW LL O tll Z O r Z . INSPECTION RECORD Retain a copy with permit [I L4 INSPECTION NO. PE M171 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206)431-3670 Pr!T t: -AL , A I Type of lnspef)tign: Ad dfes 31-7 Dt C led: Date a Special Instructions: l �--' `_� T ( I. . I n 6 411 Wanted. te f IN Requester: Pho No 7 3 - V40-0t�Lp I M : 'Approved per applicable codes. FICorrections required prior to approval. �I Z Z W: 00 Cj) a U) LLJ U- Uj O. LL < CY W z z W 5 UD CO) 0 W W. H . u. I--: 0 lLl Z. CO)i 0 Z INSPECTION RECORD ' ' ' ' ' w C✓ - Retain a copy with permit j S INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIV4SION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Insp ction: v{ Ad ss: Date Called: 30 Special Inst uctions: I r Date Wanted: dL� rf� / 7 / 9 � p.m. Requester: Pho 3 — ou Approved per applicable codes. D Corrections required prior to approval. i ;l .j i I Receipt No.. Date: 1' ti Z '~ W JU UO W= J C0 LL W 0. 1 N� = a �W Z� �O W W W U� N O I— W W H C.). LL O w Z UN PM O Z /- u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD'; 4 Retain a copy with permit INSPECTION NO. PER IT O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj t ` ri Type of Inspection: Add ss: 412 ISpeMlInstructions: Date Called Date Wanted a.m. Requester: Phone No: 4 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: r s ;0 ell i Z i� Z W ss � JU UO C0 S2 LL WO 2 � �a co =d �. W Z H W W 5 U� O N . 10 H W W W Z W H O H- Z INSPECTION RECORD QE RM. Retain a copy with permit INSPEC ON N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect: Type of Inspection: k � —r C Aa A dre ; Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No - S �...I _ Approved applicable codes. Corrections required prior to approval. MJJ�E ._✓ J �/ 00 G �• s Maj /1 .1L 1 I Inspector: Date: $47.00 REINSPECT N f=EE REQUIRED. Prior to inspection, fe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .. Z '~ W Q � Q � JU 00 0 . NW W =. J � U. W O LL CO) O �W Z = Z 0. W U 0. 0 T 0 l'— W UJ H L). u. O Z U_N z I INSPECTION RECORD Retain a copy with permit INSPECTION NO. P MR NO fi CI TY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: ___T k I Inspe ti I Ty n: A-AcIlmoin R7 Address: S Date C alled: T1_ f e 2 c — ill Instructions: Date wanted: 4 P Requester g, Phone No: z J .- Z Uj L) 0 0 N CO) U.1 L4 X 9 U_ Uj 0 2� 9 :3 LL CO) a LU ZF 0 Z 1_� LU 5 cf) 0 — 01--" LLI W. LL O. Z proved per applicable codes. F1 Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit WPE INSPECTION N0. N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ject: Type of lns ection: X Approved per applicable codes. D Corrections required prior to approval. • rMF 1. ... Inspector ✓ Dater $47.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 �. .,. .:. :, .. i i rAIA Z Z, W QQ � JU U O 0 CO W J � N W WO LL � = W H_ Z� �O Z H 5 U� N D H W w L Z CO) H L-) . ! E' O Z INSPECTION RECORD Retain a copy with permit �� —'U L INSPECTION NO. PER NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 0 31- ff 4 ... Pro ct: Type of Insp tion: , .� A e ss: � L Date Called: Special In ructions: Date Wanted: a.m '5b m. Requester: � 4 • Phone No: Approved per applicable codes. Corrections required prior to approval. T 1t _ Ind a 0 Z �W �U UO to (A W J H S2 LL u.1 0 9 : LL � = W H Z� ZO W W 5 U� O N 0 H W I— U . LL Z liJ U =. O ~' Z I E INSPECTION RECORD- Retain a copy with permit � 0 INSPECTION NO. PER IT O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Protect: �c '— .. Type nspection: A at elra iled: W4 , 512 1 pecial In tructions: -4 Date Wanted: I a.m. O� p. Requester: Phone No: i i s Approved per applicable codes. Corrections required prior to approval. COMMENTS: i t Z �W Q 2 WD JU UO cA O W = J f. S2 O LL W 2� Ia = CY W Z �. Z� W UJ Dp 0 (f) N 0 H W LLJ �U u. ~O 111 Z U= 0 F.. Z ft id Z �W Q 2 WD JU UO cA O W = J f. S2 O LL W 2� Ia = CY W Z �. Z� W UJ Dp 0 (f) N 0 H W LLJ �U u. ~O 111 Z U= 0 F.. Z ft I'. 'INSPECTION REC6R -b Retain a copy with permit INSPECTION NO. PE N .. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projgct: Type of Inspection: Address:. .%7 4 1. 2 �� / /S/ r7' Date Called: Special Instructions: Date Wanted: m. Requester,., Phone No: pproved per applicable codes. Corrections required prior to approval 1 Inspector ,� Date: _0 L� 1 $47.00 REINSPECTION FEE RlIQUIREP. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: i Z H W �U UO 0 CO) III N LL WO LL Q Cl I— _ H O Z I- W 5 U� O N. 0 F- WW U LL —0 .. Z. W O Z INSPECTION RECORD Retain a copy with permit INSPECTION 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ` Projec • // Type Inspection: i� - O Addre Date Called: , '7 Specia nstructions: Date Wanted: 4 M. .... /� Q Requester: ' Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Z j i I ' i I t I r Inspector: Date �L i $47.00 REINSPECT'ON FEE REQUIRED. Prior to inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: Z �Z W W� JU UO C/) 0 LU J H N LL WO LL Q cf) = �W Z F- HO W 5 U� O CO) D E- = U. U. O . W Z U CO) O Z notice and order stop work P" `!0%" INSPECTION RECORD Retain a co with r copy hpe i permi INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300.5outhcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I= M� Pro'ec '/ fi/r Type of Ins ection: YP - Gl�l r Addres : tL t 7 7' c . Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: teceipt No.: Date: Corrections required prior to approval ., . Z �Z W. �0 v O to 0 w= J I.— S2 LL wo }} �J LL? NC1 = W ? H WO LLj U ON O H W W. H H O •Z W CO) O H' Z `"—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i 5 PEMV INS PECTION RECb-�;` INSPECTION O. Retain a copy with permit O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06 431 -3670 Pro ect: t Ty of Inspectio : 9-c /1 „ - t A�re � Date Called: 5 / A K � � Special Instructions: Date Wanted: a:m p.m. Requester: Phone No: a53 _ _' C� Approved per applicable codes. Corrections required prior to approval. COMMENTS: C ems/ 7 Tv 7 4L -1 /32 g12 A $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 Z I �W QQ JU cU 0 Co. C0 W J H N W WO U. g =d �W ? F ZO W 5' U� O SO. OH W U u. O. tll Z U co 1= _ O Z INSPECTION RECORD �. Retain a copy with permit INSPECT IM NO. 2(20R6)431-3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Proj ct: r— 'llLL /\l Ty a of Inspection: Adcl ess: Z -5 14�{ ' S to Called: / z.SA4 Special Instructions: �. Date Wanted: �� D4 a.m. p.m. Requester: Phone No: )'L roved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date: —7 i i r i i S l Z Q W 0 0 N ° CO 111 N LL w go CO �W Z S H z o. LU =U �o W Z v= O Z r ;:' u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Of 1908 Z j city of Tukwila MAW Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief C Approved with correction notice issued Authorized Signature FINALAPP.FRM Rev. 2/19/98 DA e T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z �z w JU U U CO LLJ J = H S2 LL W� U. N:D = �W Z H 1- O z I- w w U� CO WW H 5. LL O W z CO O� z /I Sprinklers: f�l Fire Alarm: ca" Hood & Duct: 1,4 Halon: r. Monitor: .5.5 1D Pre-Fire: I \f Permits:. Authorized Signature FINALAPP.FRM Rev. 2/19/98 DA e T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z �z w JU U U CO LLJ J = H S2 LL W� U. N:D = �W Z H 1- O z I- w w U� CO WW H 5. LL O W z CO O� z /I a & ASSOCIATES, INC. GEOTECHNICAL ENGINEFRiNC, . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 19, 2004 Mr. Steve Moncur JACK -IN -THE -BOX, INC. 8909 Southwest Barker Boulevard, Suite 250 Portland, Oregon 97219 1 N 3 Wd019A20 AIINf1WWoo KA No. 096 -04099 RE: Compressive Strength Test Results Jack -in- the -Box 48365 140 and Pacific Highway Tukwila, Washington Dear Mr. Moncur, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, j KRAZAN & ASSOCIATES, INC. Offices S er v ing The Western United States 19501 — 140 Avenue NE # F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485 -6837 s { 09604099 brk due Z Z �QQ U1 W� UO �o w= J N LL; W o 9 -J LL � = d: w ' z �o w� 5: � o O N, .w w LL O Z. ui o� z LJC/DK Enclosures cc: CITY OFTUKWILA i a & ASSOCIATES, INC. GEOTECHNICAL ENGINEFRiNC, . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 19, 2004 Mr. Steve Moncur JACK -IN -THE -BOX, INC. 8909 Southwest Barker Boulevard, Suite 250 Portland, Oregon 97219 1 N 3 Wd019A20 AIINf1WWoo KA No. 096 -04099 RE: Compressive Strength Test Results Jack -in- the -Box 48365 140 and Pacific Highway Tukwila, Washington Dear Mr. Moncur, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, j KRAZAN & ASSOCIATES, INC. Offices S er v ing The Western United States 19501 — 140 Avenue NE # F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485 -6837 s { 09604099 brk due Z Z �QQ U1 W� UO �o w= J N LL; W o 9 -J LL � = d: w ' z �o w� 5: � o O N, .w w LL O Z. ui o� z LJC/DK Enclosures cc: CITY OFTUKWILA iltazan & Associates, Inc. 19501 - 144th Avenue NE #F -300, Woodinville, WA 98072, (425) 485 -5519 Project No. 09604099 Cyl. Code 16425 Pour Date 6/17/04 Report No 03746 Weather Sunny Jurisdiction City of Tukwila Permit No. D04024 Project Jack -in the -Box #8365 Engineer Location 144th and Pacific Highway Architect Client Jack -in- the -Box, Inc. Contractor Monarch Field Data CYLINDER REPORT Field Weights Concrete X Other Cem. lbs 564 Supplier Glacier Plant No 291 C. agg. Ibs..1 Site Mix C. agg. lbs. 2 Cure Age Mix Air Unit Sand lbs. Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 3:20 210 581602 4.7 4.5 73 80 Placement Area Location East retaining wall. Remarks Please refer to Field Report No. 41674 Inspector Tuyen Tran Reported Batch Data Actual Weights 3310 560 im 1363 230 5.6 G Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 X Other Laboratory Data Design Strength 2,500 @ 28 days Date Specimens Recd. 6/18/04 Cyl. Design Field Weights Mix No 3310 Cem. lbs 564 F. Ash lbs. Tested C. agg. Ibs..1 (3/4 ") 1820 C. agg. lbs. 2 Cure Age C. agg. lbs. 3 Area Sand lbs. 1370 Water lbs. 250 Air Ent. (oz) 5.5 Other(oz) 6/24/04 Other(oz) 3.986 Other(oz) 1.0 Other(oz) 2,660 Water Added on Job (gals Actual Weights 3310 560 im 1363 230 5.6 G Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 X Other Laboratory Data Design Strength 2,500 @ 28 days Date Specimens Recd. 6/18/04 Cyl. Test Field Max. Comp. Tested BreaN Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 16425 -1 6/24/04 7 3.986 12.48 1.0 33170 2,660 1 CH 3 16425 -2 7/15/04 28 3.975 12.41 1.0 45310 3,650 1 CM 3 16425 -3 7/15/04 28 3.975 12.41 1.0 46040 3,710 1 CM 2 16425 -4 H 1 16425 -5 16425 -6 16425 -7 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 16425 - 8 Test Results Remarks X Conforming Results Reviewed Date Reviewed 72b , 0-4 Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) M Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 2 Effective Date 12102102 The Information provided on this repon is prepared for the exclusive use of the client. This report may not be reproduced In any formal without the written permission of the client and Krazan 6 Associates. Z �W U O C o CO) w J ~ N W WO J LL CO' a =w F_ _ zF_ ZO W LLI = p. U O N � t— WW HP LL O .- Z U 3 O I Z U Krazan & ASSOCIATES, INC. GEOTECHNiCAL ENGINFFRTNc_t • FNVIRONMENTAL ENGINEERING CONS - 1'RucTION TESTING &c INSPECTION July 19, 2004 Mr. Steve Moncur JACK -IN -THE -BOX, INC. 8909 Southwest Barker Boulevard, Suite 250 Portland, Oregon 97219 RE: Compressive Strength Test Results Jack -in- the -Box #8365 144` and Pacific Highway Tukwila, Washington Dear Mr. Moncur, RECEIVED ;JU A COMMUNITY DEVELOPMENT KA No, 096 -04099 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Proj ectMQhager Pacific Nort west Di UMk Enclosures cc: CITY OF TUKWILA 3 r 1 O ffice s Serving The West United States t 19501 -144` Avenue NE # F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485 -6837 09604099 brk.duc 2 H . Z' ul UO to o CO) ILI J H C w 0. LL J W. Z F, �0 LLI w U� 0 I- , = U. I- F- L 0. Iii Z U= ~ O Z r Of KI & Associates, Inc. 19501 -144th Avenue NE #F -300, Woodinville, WA 98072, (425) 485.5519 Project No. 09604099 Cyl. Code 16425 Pour Date 6117/04 Report No 03746 Weather Sunny Jurisdiction City of Tukwila Permit No D04024 Project Jack -in the -Box #8365 Engineer Location 144th and Pacific Highway Architect Client Jack -in- the -Box, Inc Contractor Monarch Field Data Design CYLINDER REPORT Weights Concrete X Other 3310 3310 Cem.lbs. Supplier Glacier Plant No 291 Cure Age Site Mix C. agg lbs.1 (3/4 ") 1820 1819 Mix Air Unit By C. agg. lbs. 3 Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 3:20 210 581602 4.7 4.5 73 80 Placement Area Location East retaining wall. Remarks Please refer to Field Report No. 41674 Reported Batch Data Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 X Other Inspector Tuyen Tran Laboratory Data Design Strength 2,500 @ 28 days Date Specimens Rec'd. 6/18/04 Cyl. Design Actual Weights Weights Mix No 3310 3310 Cem.lbs. 564 560 F. Ash lbs. Cure Age Dim. C. agg lbs.1 (3/4 ") 1820 1819 C. agg. lbs. 2 Set # By C. agg. lbs. 3 16425 -1 6/24/04 Sand lbs. 1370 1363 Water lbs. 250 230 Air Ent. (oz) 5. 5.6 Other (oz) 7/15/04 28 Other (oz) 12.41 1.0 Other(oz) 3,650 1 Other (oz) 3 16425 -3 Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 X Other Inspector Tuyen Tran Laboratory Data Design Strength 2,500 @ 28 days Date Specimens Rec'd. 6/18/04 Cyl. Test Field Max. Comp. Tested BreaN Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 16425 -1 6/24/04 7 3.986 12.48 1.0 33170 2,660 1 CH 3 16425 -2 7/15/04 28 3.975 12.41 1.0 45310 3,650 1 CM 3 16425 -3 7/15/04 28 3.975 12.41 1.0 46040 3,710 1 CM 2 16425 -4 H 1 16425 -5 16425 -6 16425 -7 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 16425 -8 Test Results Remarks X Conforming Results Reviewe&B Date Reviewed '7 - '� �j , 0 --1 Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 2 Effective Date 12/02/02 The tnfnrmatinn nmvided nn this reran Is nrnn —d W tha wveluslve usw nr the nlimt. This rnmd may not he ranrndnrad In anv fnrmar withn.d thn v,rirrnn nnrmiscinn nr tha niinnr and t(m.an t A.u.­ia. z W � 00 NO co W CO) LL w o� LL N d =w z f- Z� 2� UC3 O co 0 I•— =U U. O .. Z U= Z r aZ;aZ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 29, 2004 Mr. Steve Moncur JACK -IN -THE -BOX, INC. 8909 Southwest Barker Boulevard, Suite 250 Portland, Oregon 97219 KA No. 096 -04099 RED FJV'�r J D UG OOM o DQ 4 7 . RE: Compressive Strength Test Results .Tack -in- the -Box #8365 144` and Pacific Highway Tukwila, Washington Dear Mr. Moncur, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. i II Project a ger Pacific NortTiwest Dig LJE/bk Enclosures cc: C ITY 01- TUKIVILA z w" UO CO) CO) L W O` H W Z �.. Z O 2 D; D O ta. W w: F- �` O' W Z U =': O -) Z r V.Tazan & Associates, Inc. 19501 -144 Avenue NE #F -300, Woodinv WA 98072, (425) 485 -5519 Project No. 09604099 Cyl. Code 16425 Pour Date 6/17/04 Report No 03746 Weather Sunny Jurisdiction City of Tukwila Permit No. Project Jack -in -the -Box #8365 Engineer Location 144th and Pacific Highway Architect client Jack -in- the -Box, Inc Contractor Field Data Design CYLINDER REPORT Weights Mix No Concrete X Other 564 F. Ash lbs. 16425 -2 Supplier Glacier Plant No 291 7/15/04 Site Mix 16425 -4 Sand lbs. 1370 Mix Air Unit Air Ent (oz) 5.5 Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 3:20 210 581602 4.7 4.5 73 80 Placement Area Location East retaining wall. Remarks Please refer to Field Report No. 41674 Reported Batch Data Actual Weights 3310 560 1819 1363 230 5.6 N Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 X Other Inspector Tuyen Tran Laboratory Data Design Strength 2,500 @ 28 days Date Specimens Recd. 6/18/04 Cyl. Design Field Max. Comp. Tested Break Weights Mix No 3310 Cem. lbs 564 F. Ash lbs. 16425 -2 C. agg. lbs. 1 (3/4 ") 1820 C. agg. lbs. 2 7/15/04 C. agg. lbs. 3 16425 -4 Sand lbs. 1370 Water lbs. 250 Air Ent (oz) 5.5 Other(oz) Other(oz) Other(oz) Other(oz) Water Added on Job (gals. Actual Weights 3310 560 1819 1363 230 5.6 N Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 X Other Inspector Tuyen Tran Laboratory Data Design Strength 2,500 @ 28 days Date Specimens Recd. 6/18/04 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 16425 -1 6/24/04 7 3.986 12.48 1.0 33170 2,660 1 CH 3 16425 -2 7/15/04 28 16425 -3 7/15/04 28 16425 -4 H 16425 -5 16425 -6 16425 -7 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 16425 - 8 Test Results Remarks Conforming Results Reviewed Date Reviewed Lo `_5cl, 0-1 Non- Conforming Codes for Break Types 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 2 Effective Due 12102102 The information provided on this report is prepared for the exclusive use of the client. This report may not he reproduced in any formal without the written permission of the client and Krazan 6 Associates. Z =t U 4 n CO) wW WLL W I _ LL CO) = W z X ZO W5 U� O W. t] I— WIII H U_ O LL! Z. U= O ~' Z 4UK,r & ASSOC INC. GEOTFCHNICAL ENGINEERING • ENVIRONMENT.--\L ENGINEERING ( C)tiiTRt't: Ti0N- TFSTING & INSPECTION June 30, 2004 KA No. 096 -04099 Mr. Steve Moncur JACK -IN- THE -BO\, INC. 8909 Southwest Barker Boulevard, Suite 250 Portland, Oregon 97219 RE: Final Letter Jack -In- The -Box #8365 144` and Pacific Highway South Tukwila, Washington Dear Mr. Moncur, In accordance with your request and authorization, we have performed periodic special testing and inspection services for the above referenced project. The special inspections for this project were: Soil Bearing Verification • Reinforced Concrete • Epoxy Grouted Anchors • Structural Welding To the best of our knowledge, the above referenced items have been found to be in general accordance with the approved plans and specifications. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (425) 485 -5519. Respectfully submitted, KRAZAN & ASSOCIATES, INC. CITY of TUMLA O ffices Serving The Western United States 19501 - 144" Avenue NE # F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485 -6837 09(04099 RnW.dat i 0 Z W 00 CO) 0' CO) J C0 LL. W 0 � g a LL Q CO) d. = w' Z� �o Z t- w Do O N 0 F- w W' U-6 O Z U co)' Z r ,a I &ASSOCIATES, INC. GEOTECIINiCAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING &; INSPECTION June 29, 2004 KA No. 096-04099 Mr. Steve Moncur JACK -IN- THE -BOX, INC RECEIVED 8909 Southwest Barker Boulevard, Suite 250 Portland, Oregon 97219 JUN 2 8 1004 RE: Construction Testing and Inspection DEVELOPM ENT Jack -in- the -Box #8365 140 and Pacific Highway Tukwila, Washington Dear Mr. Moncur, In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The inspections were performed by our inspectors on June 26, 2004. The following report is attached: • Report 41962 dated June 26, 2004 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Projec er Pacific Northwe Division LJE/jr cc: CrrY or TUKWIL:1 i i O Se rving The Western United States 19501 - 144" Avenue NE # F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485 -6837 09604099 dfr.dw Z A Z`, W W 6 D U O. 0 CO) i. F- N u_ w O. U _ U) �. V CY. �w Z �. F— O Z F—:, LU Do U CO O —; . o� w w; F- O U: LL —O ed Z U� Z GEOTECHNICAL ENGINEERING a ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: LIQ . `G lsr U -1 -4 PROJECT #: Ol q Lo `cal (�C( q PROJECT : --1 s1- b C) - f -'-XV LOCATION: )40 . '�:) KRAZAN PROJECT MANAGER: FIELD REPOR 1962 CONTRACTOR: JURISD 1 PERMI INSPECTO WEATHER: TEMP: ( n(��S Z Z �w 00 N co w -1F- NU- w �J U-Q N :3 = F- W Z H Z0 UJI 2� Do U O N. 0 E- W HL) O .Z W co O h- Z ImAm daKx azan & ASSOCIATES, INC.; ` D rr E n T E (7 HVICAL ENGINEERING • EN:'IRONNIENThl. FN no ILEERiNG CONSTRUCTION TESTING &. INSPECTION June 23, 2004 KA No. 096 -04099 Mr. Steve Moncur JACK -IN -THE -BOX, INC. t ED 8909 Southwest Barker Boulevard, Suite 250 JUN 2 z00 Portland, Oregon 97219 o poMM 4 . �LOpM�� RE: Construction Testing and Inspection Jack -in -the -Box 48365 144 and Pacific Highway Tukwila, Washington Dear Mr. Moncur, In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The inspections were performed by our inspectors on June 17, 2004. The following report is attached: • Report 41674 dated June 17, 2004 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Project Nltiwl er Pacific Northwest Dil UE/bk cc: CITY OFTUKWILA Offices Serving The Western United States 19501 - 144t Avenue NE # F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485 -6837 09604099 drr.doc Z w u� D U O. to w= �tL W O' J. LL ?.. � D �_ Z I o` Z 1—: w D o. O— [3 }-1 W LU u f- _ p. .. Z U N; Z " & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. /7 PROJECT #: U Lz- G 9 F PROJECT: 72 ca'- .e2'2 ^ &EX FIELD REPORT NO: 41674 To the best of my knowledge, the above / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 • (559) 348.2200 4221 Bric 11 t., Ontario, CA 91761 �, (909) 974.4400 2205 Coy Ave., Bakersfield, CA 93307 • (661) 837.9200 1501.15" . NW Suite 106, Auburn, WA 98002 \(253J 939.2500 1025 Lone Palm Ave. !#2E, Modesto, CA 95351 • (209) 572.2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 0 (360) 598.2126 545 Parrott St., San lose, CA 95112 • (408) 271.2200 916 564.2200 19501.144" Ave. NE 0.300, Woodinville, WA 98072 0 (415) 485.5519 5808 Price Ave. Bldg. 1016, McClellon, CA 95652 • I 1 Revision ElTecuve Date a o 02 The infoixnauon provided on this report is prcparcd fur the exclusive use of the client This reputt nuy not be reproduced in any Iiinimt without the, wi Rtcn oetmission orthc client and Ktvan A A meim,, Z ~ w �2 D 3 U UO U U. cn W. J H N LL wo LL ( =w F- _ F- 1--0 z t-- 25 U(3 O co (31-- W W lL O LLI z co U � F- z 08/18/2004 10:32 FAX 423 893 8092 FREIHEIT & HO PUBW PI=F C 3f ti' = I'--W 2e wA. ROUND --- CONL'.. BASS m BY as d MIK k =2500 PSI i r t SECIIGta '11A_ n LM POLE FOOT" NOTE BM PLATE, ANCFKIR AND IEMPLAIM FURNISHED MANED BY = F'OR EL MIMCAL RUNS (A30 ANCH0 BMT W/ STD. NOW 9- IN _4_#4(v) TO SHEET ESt.O 7 • I w Cd AN x-a .n ' . 26' MAX SYM LIGHT POLE FURNMM BY ONO IMTA M BY Slat OONIRACIOR x S• HAND HOLE - GROUND LUG dPP. -- ME COVER L000wT AND — WASHER BASE PLAM LEVELINC NUT AM IMAM SLIM 70 OR^ Tvp. PROVDE SMIR —� SACK EINt9i c� b 1 z f Z �w QQ JU UO ui N� J = I-- �LL WO J LL. N d = W F- _ ZO uJ 5 U� O- 0 1- W UJ LL. O •z W U co . o z & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMF.NTAI. FNr,1NEFR1 NG CONSTRUCTION TEST[NG & INSPECTION June 7, 2004 PL KA No. 096 -04099 Mr. Steve Moncur ,TACK -[N- THE -BOK, I NC. Q I(If"A 8909 Southwest Barker Boulevard, Suite 250�UN Portland, Oregon 97219 �, _i tit vie" RE: Construction Testing and Inspection Jack -in- the -Box #8365 140' and Pacific Highway Tukwila, Washington Dear Mr. Moncur, In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The inspections were performed by our inspectors fiorn June 1., 2004. The following reports are attached: • Report 41483 dated June 1, 2004 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. i Project a r Pacific North st Divist n UE/bk cc: CrrY of TUKWILA Of S er vin g The Western United States 19501 — 144t Avenue NE # F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485 -6837 09604099 dfr.dou ZZ Z u� D 30 UO. (1) 0. = w J F., N LL. w 0 J LL j S2 �w F= O: Z !—; �p O C0 O F_- w L 10 W Z U CO) Z wd � KraZan & Associates, Inc. FIELD REPORT NO' 4148 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT* PROJECT: r. �" LOCATION: r IZ U' .J ! CONTRACTOR: O dzlei"elo. - ,Iz:�E /;It JURISDI PERMIT INSPE�' KRAZAN PROJECT MANAGER: WEATHI z �Z '~ W �2 D L) CO) J Cl) LL WO J LL co) a =w z� E- O z F- 2� U ON OH WW F- IL O W z U= 0 z t 4 aZ�Z & ASSOCIATES INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION vy June 14, 2004 RECEIVED KA No. 096 -04099 a. JUN 17 2004 Z UJI `l DEVELOPMENT W U >� Mr. Steve Moncur ,J.ACK -IN= THE -BOX, ING:' MENT U O 8909 Southwest Barker Boulevard, Suite 250 N Portland, Oregon 97219 J. Q) LL RE: Construction Testing and Inspection O Jack -in -the -Box #8365 144 and Pacific Highway U _ Q Tukwila, Washington cn a �_ Dear Mr. Moncur, ` ? s F - O. Z ! In accordance with your request and authorization, our firm performed construction testing and inspection w uj for the above - referenced project. The inspections were performed by our inspectors on June 9, 2004. The a following report is attached: v Co .O — • Report 41663 dated June 9, 2004 � �= = w. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. E- Respectfully submitted, O Z: KRAZAN & ASSOCIATES, INC. v Z Li Proect� j er Pacific Northwest Divisi UE/bk cc: CITY of TUKWILA Offices Serving The Western United S 19501 - 144 Avenue NE N F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485 -6837 09604099 dfr.doe a i s i { 1 f 4 aZaZ & Associates, Inc. FIELD REPORT NO 41663 GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: �� ' e' C" PROJECT #: PROJECT: 92 neL Z.2 _ 9= f4r�' LOCATION: ' 1 _ I f c AV KRAZAN PROJECT MANAGER: S CONTRACTOR: JURISDICTION //e to .- PERMIT #: A O Z INSPECTOR: WEATHER: �la� TEMP: Z Z JU UO Cl) cn W C0 LL WO J LL Q C0 _ d �W Z F- t- O Z F- U� ON O F_, W LL O W C0 Z 05/27/2004 08:22 FAX 425 893 8092 2002 MORTAR CAP Co I i� THINSET BRICK SEE ARCH. FREIHEIT & HO 8 -7 i I � SLAB OR FINISH ° GRADE TYP, a ' 4 e 4 6' GRAVEL BEDDING. ��Q``Q �' I I WRAP PIPE IN FILTER - n°� N FABRIC. (TYP. 0 EXT. FTG'S) Q 4 °• C d� v C 4'A O�4' a v ° 4, ° A. #4 CONT. TOP NOTES: SOIL E.F,P, = 35psf 1' SURCHARGE SOIL BRG, PRESS. = 2000psi CONCRETE: F'c = 3000psi SPEC. INSP. REQ'd. REINF. ASTM A615 - GR60 7:�)D j-) j � -2"O DRAIN HOLE 0 48' O.C. —#5 0 16' O.C. H —#5 0 16' O.C. V -SLOPE GRADE AWAY FROM WALL 2x4 KEY #4 0 16' O.C. (4) #4 BARS CONT. z MIN. LAP 2' -6' ?L a 4 0 a ` 4 4' a v 4a ° e e 1 :1' 2 ' 3' - �! I I — IL! — I I r From CLR TYP. SITE RETAINING WALL JIB # 8365 CONVERSION SD # 10 PAGE 1 of 1 STRUCTURAL SUPPLEMENTAL INFORMATION Advanced PRO NO.: S03 - 154 COMMENTS: SITE RETAININGI=r-EIV �.,�,.•� .� •,-,,y. DWG. NO.: S03154/SD 10 S I. L l 1C l 1.�1 a DRAWN BY: RDM Come CHEG'i(ED BY HJA - � AFFECTS SHEET(S) BUILDING A MW.%o d pts DATE: 05/24/04 ftoZcll6 Hn Atcnitss� 4tiP5 - - " fa-aw-va �V-1m 1 -- 10940 NF. 33rd Place, Suite 202, Ulevue, WA 98004 P: 425,889.2189 L=: 425.829 + � z �_- z �w QQ JU 00 0 . N �_ DLL w 9-1 LL ¢ cf) = �w z = F- I— O z I— w w U� ON 0 �__ w F- LL —0 111 z C0 p: z 2, L/ %dKr aZan &ASSOCIATES, INC. IJL- GEOTFCHNICAT., ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION '1'Es'r1NG & INSPECTION June 1, 2004 Mr. Steve Moncur JACK - IN - THE - BOX, INC. 8909 Southwest Barker Boulevard, Suite 250 Portland, Oregon 9721.9 RE: Construction Testing and Inspection Jack -in- the -Box #8365 144` and Pacific Highway Tukwila, Washington KA No. 096 -04099 C� IJCIN 0 5 ? CA M O;� ' o y Dear Mr. Moncur, In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The inspections were performed by our inspectors from May 26, 2004 through May 28, 2004. The following reports are attached: Report 41650 dated May 26, 2004 • Report 2027 dated May 28, 2004 If you have any questions or if we can be of further. assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Projeci Pacific UE./bk CC'. CITY OF TUKWILA Offices Serving The Western United States 19501 — 144" Avenue NE N F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485 -6837 09604099 dfr.doc Z ~. Z W W D JU UO co) ww CO) u. w O: LL <. D uJ z� F- O Z f 2 D U .O cl). U H w MU V_ i - -O LLi Z U co):. O Z qQ31aZl & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: S — 2 PROJECT #:_E!'1't?� PROJECT: :IC��I� KRAZAN PROJECT MANA ER: CONTRACTOR: FIELD REPORT NO 41650 JURISDICTION: �,•% .; �� PERMIT #: L� l�✓ 2 INSPECTOR: WEATHER: 41:nZ.Zj -, TEMP: r - C To the best of my knowledge, the above IA /WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 • (559) 348.2200 4221 Brickell S , Ontario, CA 91761 • l (909J 974.4400 2205 Coy Ave., Bakersfield, CA 93307 0 (661) 837.9200 1501-15* St. NW Suite 106, Auburn, WA 98002 • \ \(253) 939 -2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572.2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 (Q).598.2126 545 Parrott St., San Jose, CA 95112 (408) 271 -2200 19501.144" Ave. NE 0 -300, Woodinville, WA 98072 0 (425) 485.5519 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 0 (916) 564.2200 Revision 0 Elreake Date 8/16 ,02 The tnfonnanun provided on this report is prepared for the exclusive use of the client "This telwrt rney not be reproduced in any format without the written permission orthc client and Krazaii k Assoomtrc Z Z JU UO CO) J = F'- N LL c WO G L Q N� _ CY W Z = F- F— O Z F- �5 U� O� W W �U U- O — Z CO) O Z • ' 4UKr'aZal-Z & Associa Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: — PROJECT #: PROJECT: LOCATION: KRAZAN PROJECT MANAGER: WELDING REPORTNO.: 20 2 7 CONTRACTOR. — PERMIT N0:_ INSPECTOR:— JURISDICTION: WEATHER: TEMP: )OI FIELD ❑ SHOP WELDING ❑ M.T. ❑ P.T. V. T. Item(s) inspected: Position: FLAT VERITCAL HORIZONTAL OVERHEAD Process: S FCAW GMAW SAW ZWeldType: FILLS C.P. P.P. PLUG Weld Size 3/16" 1/4" 5/16" 3/8" Qn Codes: AWS AISC TITLE 21 TITLE 24 Filler Metal: E4A,) ❑ Other: ❑ Other: ❑ Other: UBC ASME To the best of my knowledge, the abov WAS WAS NOT performed in accordance with the approved ns, specification and reg tory requirements. Superintendent/Representative: Technician: 215 West Dakota Ave., Clovis, CA 93612 (559) 348 -2200 4221 Brickell St., Ontario, CA 91761 ( 974 4400 2205 Coy Ave., Bakersfield, CA 93307 • (661) 837.9200 1501.IY St. NW Suite 106, Auburn, WA 98002 253 39 -2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572.2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 0 (360) 598 -2126 545 Parrott St., Son Jose, CA 95112 • (408) 271.2200 1 9501.144" Ave. NE 0-300, Woodinville, WA 98072 a (425) 485.5519 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (916) 564 -2200 0 Q W QQ JU tU 0 LU �. CO LL WO �� LL Q co = F. W Z H 1- O Z F- W5 U� O N 0 t- W W H� —0 W Z CO) O Z a & ASSOCIATES, INC. GEOTECHNIC.4L ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 11, 2004 ; �1 1 f I 1 i r Mr. Steve Moncur JACK -IN -THE -BOX, INC. 8909 Southwest Barker Boulevard, Suite 250 Portland, Oregon 97219 RE: Construction Testing and Inspection Jack -in- the -Box #8365 144` and Pacific Highway Tukwila, Washington Dear Mr. Moncur, KA No. 096 -04099 F4 E- CEIVED MAY 14 2004 PUBLIC WORKS In accordance with your request and authorization, our firm performed construction testing and inspection for the above - referenced project. The inspections were performed by our inspectors from April 30, 2004 through May 5, 2004. The following reports are attached: • Report 41584 dated April 30, 2004 Report 41614 dated May 1, 2004 • Report 41558 dated May 3, 2004 • Report 41560 dated May 4, 2004 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Pacific Northwest 19x1 UE/bk cc: CITY OF TUKWILA Offices Serving The Western United States 19501— 144'h Avenue NE N F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485 -6837 09604099 dfr.doc Z Z: W; JU 0 0 N° (0) W. W =' F— N U. W O. LL = C) H- i z F- ZO AU LLj� v °; 1O — ° H W of ui N O Z /7 �• V %X aZan & Associates, Inc. CaEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: r PROJECT M 0`lG O PROJECT: 'tc LOCATION: I u- I ' ; ( KRAZAN PROJECT MANAGER: _ FIELD REPORT NO 41584 CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: _ n TEMP: L� G To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 (559) 348.2200 4221 Brickell St., Ontario, CA 91761 (909) 974-4400 2205 Coy Ave., Bakersfield, CA 93307 • (661) 837 -9200 1501 -15* St. NW Suite 106, Auburn, WA 98002 t, (253) 939.2500 4 � 52 rue c� : �. 14� r 40. �,,=, I C �:.� cY e mi 44 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 (360) 598.2126 545 Parrott St., San lose, CA 95112 • (408) 271 -2200 19501 -144" Ave. NE #f-300, Woodinville, WA 98072 • (425) 485.5519 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (916) 564.2200 Revision o [� Q x a U f ac..tzt r ' Z ;3: Z �W U (1) W = CO) U. W UQ �W Z =. Z� W 0 0 o II.- WW L o w Z CO) O }" Z KraZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: KJ . I • CA CONTRACTOR: PROJECT #:-C' - PROJECT: i LOCATION: KRAZAN PROJECT MA FIELD REPORT NO 41614 JURISDICTION -- " k V" t )a PERMIT #: (z-� INSPECTOR: ER: DM V-- WEATHER: rQ�► 1 1 l c�C��� �_ r Ii 1 r n \) O.c'C -- r� a r -:) , ► d\ ID Q PON � r'_)F� -7c,, mf Y_ �o ,n •r���� r.r -.nr). r'f �rY. �.'1r^.a•- �r'�(� G r r�l- r-.'�f'�hC' l � , t f 1 i•�-.� •,r..a -' TEMP: To the best of my knowledge, the ab e WAS / S NOT performed in accordance with the approved plans, specifications, and regulatory requirements, Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 (559) 348.2200 �d B 'cke Ontario, CA S 2205 Coy Ave., Bakersfield, CA 93307 (661) 837.9200 1501 -15" wile 106, A 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572.2200 20714 State Hwy 305 NE Suite 545 Parrott St., San Jose, CA 95112 • (408) 271.2200 19501 -144" Ave. NE #f -300, 1 5808 Price Ave Bk 1016 McClellan CA 95652 • (916) 564.2200 761 --_,j �� (909) 974 -4400 )urn, WA 98002 53) 939 -2500 �C, Poulsbo, WA 98370 (360) 598 -2126 �dinville, WA 9807 (425) 485 -5519 g. , Revision 0 Hlfectise Date 6116/02 The udotmauon provided on this report is prepared for the exclusive use of the client. This rclwn may not be reproduced in any fornut without the written lscnmsston of the client and Krazan $ Associates z Z '~ w U UO Co 0 C0 W W = t— N LL w O. lL Q to � = h. W Z H (~ O z t-- w w U� O C oll.- WW H C.) LL O .z W vi o'' z - WKraZaZ & Associates, Inc. FIELD REPORT NO: 41558 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: �'����y = PROJECT #: PROJECT: LOCATION: 7 KRAZAN PROJECT MANAGER: CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: - /� �/� - 'i? c�-�s j TEMP: /tea To the best of my knowledge, the above �OR / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 (559) 348.2200 422 a ell St., Ontario, 91761 • � () 974.4400 2205 Coy Ave., Bakersfield, CA 93307 (661) 837.9200 1501 - I5" St. NW Suite 106, Auburn, WA 98002 25,31] 939 -2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572 -2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 a (360) 598.2126 545 Parrott St., San lose, CA 95112 (408) 271 -2200 19501.144" Ave. NE #F -300, Woodinville, WA 98072 (425) 485.5519 5808 D4, A eld 1016 M CI 11 CA 95652 (916) 564.2200 ie ve. g. c e an , Revision 0 Effective Dale: $/W02 02 The Information Prmide{t On this report is Prcpal'clt for the exclusive use Or the client This report ntay not Lx- ref{'011ucell in any Comm without the written PCIINSSl011 Orillc client and Krazan & Associates Z �Z '~ W UO fn 0 W = t- N LL WO L Q to = �W Z� F- O Z t— W W U(3 ON ON W W H� LL O . Z . W U= O Z V i . ln Krazatz & Associates, Inc. FIELD REPORT NO 41560 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: i �� e�"� 2 `7 r PROJECT. _t /.4E ill -Yo C� »C LOCATION: <��; / �/�-� ' - 577 - KRAZAN PROJECT MANAGER: CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: _ r1��� Y TEMP/' /ei� To the best of my knowledge, the abovl!5��AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 (559) 348.2200 4221 Brickell St., Ontario, CA 91761 v (909) 974 -4400 2205 Coy Ave., Bakersfield, CA 93307 (661) 837.9200 '� 1501.15" St. NW Suite 106, Auburn, WA 98002 (253) 939 -2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572.2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 a (360) 598.2126 545 Parrott St., San Jose, CA 95112 (408) 271 -2200 19501.144" Ave. NE #F -300, Woodinville, WA 98072 a (425) 485 -5519 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 • (916) 564.2200 Revision 0 GRective Data S/ W02 The Inrom anoll Provide on this report Is pt'epared ror the cAclustve use or the client This rehwit nuy not be reproduced in any rumut wnho%, the written Permission orthe client and Krazan & Associates . . ' . � Z �z �W QQ JU UO 0 W= C0 LL Wo 9-1 U. = a �W Z H 1r- O Z H W W U ON I-- WW H O Lll Z U= 0 H O Z Z` I1il� 05/25/2004 16:23 FAX 425 893 8092 FREIHEIT & HO 2 0 02 MORTAR CAP THINSET SEE BRICK ARCH. - M e 0 , e SLAB OR FINISH GRADE TYP. - G ° .J 11 v a° u _ d ° 2 "0 DRAIN HOLE 8 -0" O.C. TO �� o •^ a W �( 10 , DAYUGHT ,� 1 A m Q q N 4'0 PERFORATED 1 _ 'EO_ E e 0 , e SLAB OR FINISH GRADE TYP. - G ° .J 11 v a° u _ d 6 " ° #4 CONT. TOP NOTES: SOIL E.F.P. = 35psf 1' SURCHARGE SOIL BRG. PRESS. = 2000psi CONCRETE: F'c = 3000psi SPEC. INSP. REQ'd. REINF. ASTM A615 - GR60 TO DRAIN HOLE 0 48' O.C_ . #5 0 16" O.C. H #5 0 16" O.C. V SLOPE GRADE AWAY FROM WALL 2x4 KEY #4 0 16" O.C. (4) #4 BARS CONT. z MIN. LAP 2' -6" 6 a Ww" Q 41 0 A ° ° 4 4 J IS�4'�� 2" 8 -IfOR A .L � r' CL? TYP. SITE RETAINING WALL 1 121 = JIB # 8365 CONVERSION SD # 10 PAGE 1 of 1 STRUCTURAL SUPPLEMENTAL INFO ( R � MC Advanced PROJECT NO.; S03 -154 COMMENTS: SITE RETAINING WALL' y DWG. NO.: S03154 /SDI1D StrU CtUYal DRAWN BY: RDM -- CHECKED BY: HJA Rj liLl3 Concepts DATE: 05/24/04 D EPART AFFECTS SHEET(S): MENT' Ad�lrlmv(FroIhdlSHn.Ydw+uti4�.P-' 10940 NE 33rd Plscc, Suftc 202, Bellevue, WA 98004 P: 425.09.2199 F: 425.628.6E • Coprvmri" b1GM.ho".v.,At.,ii. �? z Z o 2 JU 00 (n o J = H N LL w La Co = a �w z = t- �- O z H- w w U Cl)_ o F- w LL O z O z Y JrJN�N�� Idd1iA `il:53� " 411@4 1 I s tO IFAZ 411 113 ffIt MIER A 0 4! END T. Mum KAbs ITAO o (1 1 3/4.1 0 -Fx Sa) (E) G LB SPUGE JIB # SM5 CONVERSION cWhit"TS: U VM IW r OMITS 4+EEt(s); Mo �...... _ R �.d ced mw ia: N3..* Dotal fY m -.0 cepts one "' a elm ,.a9..VAI. RECEIVED JUN 212004 caw AS Awo) m as (E) TEAM KAT S/ro *a (3 TOTAL) 40 00: SEE PLAN z Z �w Q � JU u cl)° W = C13 u- WO L L C °. = CY �w z� �- O. z E- W U O �' =U IL O W co O z i M ol l PAGE 1 of 1 1 t } L � i i . �4G3MC�4MG3LQ� C�LaC�C�M �CCQ4�OC�1� ILE COPY Jack in the Box — Tukwila Remodel 3742 S. 144 Street Tukwila, Washington C�� P Q�Rp4E� For 3 � �A Freiheit & Ho Architects Inc. P.S. r ex' attio�z� � May 12, 2004 Project No. — S03 -154 1 Advanced Structural Concepts A division of Freiheit 8 Ho Architects, Inc.. P.S. 10940 NE 33` Place, Suite 202, Bellevue, WA 98004 P: 425.889.2189 F: 425.828.6899 CITY OF TUKWItA MAY 1 2 2004 PERMIT CENTER Z r Z JU UO N o H N LL W O. IL co D , = w z� z° w U W w z , ui CO U O Z Project: T1 (6 � `d'3 C. S Client: FH o Subject: Rr o-vv i v, Q By: A Job No: 50') " 15 Date vs ob o Sht Advanced Structural Concepts A Division of Freheit 8 Ho Architects, Inc., P.S. 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 P: 425.889.2189 F: 425.828.6899 mm.fhoarch.com (F-) 2x '3 goof r of Si 2 + ot. L _ g (D ( bL _ (o r s�' (2 = 3 2 #1 U-r -L = 2-5 r S f (Z' }= 5 6 # f h (1=) R O0 f To ou- -� U - ) (E) D61. 2x to Goof ToisfS L -- 1 (sim�le S�av,l , A-rLL = 2S psi (I-) Dbl. -T ;Si i5 - 11 '/a ovzy e55e Sre�� : to / 3n oco fha _ 3 b /tioo�azi .0 - I$.� ih } J t Se..0 Ouifvt) &"-k (E) @ ?- " g roof o 1 e, , ?I, ec t, , 1 p L = Z �_. Z �w u� D . vO NO J M. CO LL w O U. < CO = a z_ �O Z �-. U� :O N O H. w w` F- 0 liJ Z. v CO O ~� Z PQ— Advanced Structural Concepts Title Consulting Structural Engineering Dsgnr: 10940 NE 33rd Place, Suite 202 Description Bellevue, WA 98004 Scope P: 425.889.2189 F :425.828.6899 F Rev: "- 560T00 - __. User. KW- 0604005, Ver5.6.1, 25-Oct-2002 General Timber Beam (c)1983.2002 ENERCALC Engineering Software Job # Date: 3:16PM, 6 MAY 04 s: \sjobs \jobs\s03\t\xs03. 154 \eng\catcs\s03 -15 General Information -0.072 in 4.250 ft 1,422.1 D.L. Defl ) ... 0.108 in 0.000 in 0.000 in Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2x8 0.631 Center Span 8.50 ft .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 7.250 in Right Cantilever ft .....Lu 0.00 It Member Type Sawn Hem Fir, No.2 Max. Positive Moment 0.74 k -ft at 4.250 ft Fb Base Allow 675.0 psi Max. Negative Moment Load Dur. Factor 1.150 Fv Allow 70.0 psi @ Right Beam End Fixity Pin -Pin Fc Allow 405.0 psi Repetitive Member @ Left Max @ Right Support E 1,100.0 ksi 0.00 in3 Center DL 32.00 #/ft LL 50.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft ngth Uniform Loads Span= 8.50ft, Beam Width = 1.500in x Depth = 7.25in, Ends are Pin -Pin -0.072 in 4.250 ft 1,422.1 D.L. Defl ) ... 0.108 in 0.000 in 0.000 in -0.184 in Deflection 4.250 ft ...Length /Deft 554.95 Right Cantilever... Deflection ...Length /Defl Max Stress Ratio 0.631 : 1 Maximum Moment Bending Analysis 0.7 k -ft Maximum Shear " 1.5 Allowable Le 0.000 ft 1.2 k -ft 10.875 in2 Allowable Cf 1.200 Max. Positive Moment 0.74 k -ft at 4.250 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 8.500 ft 0.74 k -ft @ Right Max @ Left Support 0.00 k -ft @ Left Support 0.00 k -ft Camber: @ Left Max @ Right Support 0.00 k -ft 0.00 k -ft 0.00 in3 1,071.23 psi @ Center Max. M allow 1.17 @ Right Support Reactions... @ Right fb 676.28 psi fv 41.53 psi Left DL 0.14 k Max Fb 1,071.23 psi Fv 80.50 psi Right DL 0.14 k Max Beam Design OK 0.5 k 0.9 k 0.35 k 0.35 k 0.000 in 0.108 in 0.000 in 0.35 k 0.35 k _ .. ...... Deflection ...Location ...Length /Deft Camber ( using 1.5 " @ Center @ Left @ Right _ -0.072 in 4.250 ft 1,422.1 D.L. Defl ) ... 0.108 in 0.000 in 0.000 in -0.184 in Deflection 4.250 ft ...Length /Deft 554.95 Right Cantilever... Deflection ...Length /Defl 0.000 in 0.0 0.000 in 0.0 .,.a. ­y 0.000 in 0.0 0.000 in 0.0 Stress Calcs -- - -� Bending Analysis Ck 30.529 Le 0.000 ft Sxx 13.141 in3 Area 10.875 in2 Cf 1.200 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 0.74 k -ft 8.30 in3 1,071.23 psi @ Left Support 0.00 k -ft 0.00 in3 1,071.23 psi @ Right Support 0.00 k -ft 0.00 in3 1,071.23 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.45 k 0.45 k Area Required 5.611 in2 5.611 in2 Fv: Allowable 80.50 psi 80.50 psi Bearing @ Supports Max. Left Reaction 0.35 k Bearing Length Req'd 0.574 in Max. Right Reaction 0.35 k Bearing Length Req'd 0.574 in Z �Z W UO N J �. V) U. WO 9 -1 W Q N :3 _CY �W Z� 1- O" w H_ �5 U� ON O F- WW HF- L' O •Z W U =: ~O F- Z Advanced Structural Concepts Title : Consulting Structural Engineering Dsgnr: 10940 NE 33rd Place, Suite 202 Description Bellevue, WA 98004 Scope P: 425.889.2189 F :425.828.6899 3.000 in Job # Date: 3 :16PM, 6 MAY 04 General Information 77.00 #/ft J Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2 -2x10 Center Span 15.33 ft .....Lu 0.00 ft Beam Width 3.000 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever It .....Lu 0.00 ft Member Type Sawn Hem Fir, No.2 D ead oa s IDS Fb Base Allow 675.0 psi IDS Load Dur. Factor 1.150 Fv Allow 70.0 psi Ibs Ibs Beam End Fixity Pin -Pin Fc Allow 405.0 psi Repetitive Member 0.000 ft 0.000 ft 0.000 ft E 1,100.0 ksi Full Lenqth Uniform Center DL 77.00 #/ft LL 120.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft i t Loads D ead oa s IDS IDS IDS IDS IDS IDS Live Load Ibs Ibs Ibs Ibs Ibs Ibs Ibs ...distance 1.333 ft 0.000 It 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft summary Overstressed in Bending I Span= 15.33ft, Beam Width = 3.000in x Depth = 9.251n, Ends are Pin -Pin Max Stress Ratio 1.711 : 1 Maximum Moment 6.0 k -ft Maximum Shear * 1.5 2.5 k Allowable 3. 5 k -ft Allowable 2.2 k Max. Positive Moment 5.99 k -ft at 7.542 ft Shear: @ Left 1.78 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 1.54 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.729 in Max. M allow 3.50 Reactions... @ Right 0.000 in fb 1,679.83 psi fv 88.59 psi Left DL 0.86 k Max 1.78 k Fb 981.96 psi Fv 80.50 psi Right DL 0.62 k Max 1.54 k ections C enter pan... Dead Load ---- Total oa d Len Cantilever... Dead Load Otal Loa Deflection -0.486 in -1.171 in Deflection 0.000 in 0.000 in ...Location 7.542 ft 7.604 ft ...Length /Deft 0.0 0.0 ...Length /Deft 378.6 157.11 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.729 in ...Length /Deft 0.0 0.0 @ Left n . -.._�. 0.000 in n Ann :- 0 Z �Z W �U UO CO o co W J I_ NW WO g LL¢ = CY W Z X . H O Z 1- W5 �p O N' C3 1- W W F- U_ O w U N Z 0 Advanced Structural Concepts Title Consulting Structural Engineering Dsgnr: 10940 NE 33rd Place, Suite 202 Description Bellevue, WA 98004 Scope P: 425.889.2189 F: 425.828.6899 1, 2 5 - oa -2002 General Timber Beam ngineering Software Asitinq Dbl. 2X10 Roof Rafters Job # Date: 3:161 6 MAY 04 s:\sjobs \jobs\s03\1\xso3- 154 \eng \calcs\s03 -15 Ck 30.529 Le 0.000 ft Cf 1.100 Rb 0.000 Sxx Req'd Max Moment @ Center 5.99 k -ft @ Left Support 0.00 k -ft @ Right Support 0.00 k -ft Shear Analysis @ Left Support Design Shear 2.46 k Area Required 30.540 in2 Fv: Allowable 80.50 psi Bearing @ Supports 1.468 in Max. Left Reaction 1.78 k Max. Right Reaction 1.54 k Sxx 42.781 in3 Area 27.750 in2 Cl 0.000 Sxx Req'd Allowable fb 73.19 in3 981.96 psi 0.00 in3 981.96 psi 0.00 in3 981.96 psi @ Right Support 2.09 k 25.922 in2 80.50 psi Bearing Length Req'd 1.468 in Bearing Length Req'd 1.264 in Z Z'. � QQ � JU U O to 0 W = J � CO u_. W O J U. Q: CO 1 H W: Z� H O Z F- 5, U O C& 13 t- W W U LL 6 Z ~ O� ; Z z = z �QQ � JU L) 0 W = iH CO LL WD Q g u_ to 2CY W Z O_ W U� ON o I- w w. L 0. F- w z U CO) Z Advanced Structural Concepts Title : Job # Consulting Structural Engineering Dsgnr: Date: 3:16PM, 6 MAY 04 Description 10940 NE 33rd Place, Suite 202 Bellevue, WA 98004 Scope P: 425.889.2189 F: 425.828.6899 Rav ssaloo - - - -- - - - - - - -- - - - ... - -- - - - - - -- - - - - "- - - - -- - -- - -- _.. User: KW- 0604005. Ver5.6.1, 25-Oct-2002 General Timber Beam - -� - - -- - - - - -- - -- (c)1983 -2002 ENERCALC Engineering Software s: lsjobs\ jobsls03 N\xs03- 1541eng1caics1s03 -15 escription E xisting GLB 2x8 Roof Joists 1 G @ I Information - - - - Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 5.12508.0 Center Span 32.00 ft .....Lu 2.00 ft Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 it Beam Depth 18.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F -V4 Fb Base Allow 2,400.0 psi Load Dur. Factor 1.150 Fv Allow 190.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi r' E 1,600.0 ksi "- Full Length Uniform Loads Center DL 156.00 #/ft LL 155.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads �- x -, D ead Loa S 35U.0 IDS IDS IDS IDS IDS IDS ^' �e Live Load Ibs Ibs Ibs Ibs IDS Ibs Ibs ;.: ...distance 4.000 ft 14.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 it 0.000 ft r� ummary Beam Design OK f Span= 32.00ft, Beam Width = 5.125in x Depth = 18.in, Ends are Pin -Pin Max Stress Ratio 0.738: 1 ;x Maximum Moment 43.0 k -ft Maximum Shear * 1.5 7.6 k Allowable 58.3 k -ft Allowable 20.2 k Max. Positive Moment 43.02 k -ft at 15.360 ft Shear: @ Left 5.48 k a; Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 5.17 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 1.594 in Max. M allow 58.32 Reactions... @ Right 0.000 in fb 1,865.38 psi fv 81.97 psi Left DL 3.00 k Fb 2,528.82 psi Fv 218.50 psi Right DL 2.69 k Max 5.48k Max 5.17 k I . Deflections C enter pan... Dead Load Total oa d Len Cantilever... ea oa I otal Lo a Deflection -1.063 in -1.980 in Deflection 0.000 in 0.000 in ...Location 15.872 it 15.872 ft ...Length /Deft 0.0 0.0 ...Length /Deft 361.3 193.89 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 1.594 in ...Length /Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in z = z �QQ � JU L) 0 W = iH CO LL WD Q g u_ to 2CY W Z O_ W U� ON o I- w w. L 0. F- w z U CO) Z Advanced Structural Concepts Title Consulting Structural Engineering Dsgnr: 10940 NE 33rd Place, Suite 202 Description Bellevue, WA 98004 Scope: P: 425.889.2189 F: 425.828.6899 R a v:::: 1 W User. KW-0604005, Ver 5.6.1, 25-Oct-2002 General Timber Beam d "; f (c)1983 -2002 ENERCALC Engineering Software Job # Date: 3:161 6 MAY 04 vAsjobqobMsO3\`I\Xs03-`I 541englcaies\03-1 5 Ck 19.527 Le 4.118 ft Sxx 276.750 in3 Area 92.250 in2 Cv 0.921 Rb 5.821 Cl 0.995 Max Moment Sxx Req'd Allowable fb @ Center 43.02 k-ft 204.14 in3 2,528.82 psi @ Left Support 0.00 k-ft 0.00 in3 2,541.01 psi @ Right Support 0.00 k-ft 0.00 in3 2,541.01 psi Shear Analysis @ Left Support @ Right Support Design Shear 7.56 k 7.10 k Area Required 34.608 in2 32.506 in2 Fv: Allowable 218.50 psi 218.50 psi Bearing @ Supports Max. Left Reaction 5.48 k Bearing Length Req'd 1.909 in Max. Right Reaction 5.17 k Bearing Length Req'd 1.802 in Z Z QQ JU U 0. Cl) 0 1 ' W = " CO) U. 0� u- CO) CY: W z 1-- 0 Z I-- ILLJ 5 0 C l) ;0 Lu . X t6 0 liJ Z co) O Z Project: ^116 4 83 5 Client: FHo Subject: EmyA i yiq By: H A Job No: O oo3 - I54 Date o5 nl- o!Sht Advanced Structural Concepts A Division of Freheit & Ho Architects, Inc., P.S. 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 P: 425.889.2189 F: 425.828.6899 www.flioarch.com I Dhi. Exio (zoof Toist 60u+k 6i44 ) W 1meck ,r 7 ``'4 1 ' n s -4 11 2 3oD M td I 05 (coo 1h 4 M� ( = 11-0 ins# Sre ,j / MP rovlN) l , (!a3(o00 Y Lot U b = 00 Psi (I.Is� 25.2.tr, S Frov pro c Z. " At, x � ��z nSL (E) C Sze- dvt fufi Z �W UO N 0: W= CO O W J U. < �W ►= O Z F- 2 5 U� 10 N D H W W' u. O: .. Z. U— z �i !�S Advanced Structural Concepts Title : Consulting Structural Engineering Dsgnr: 10940 NE 33rd Place, Suite 202 Description Bellevue, WA 98004 Scope P: 425.889.2189 F: 425.828.6899 3.000 in _ -- - - -- - - - _ - ----- - - - - -- - - - -_ - - - - - 5.6.1, 25 -Oct -2002 General Timber Beam C Engineering Software 0.00 ft Job # Date: 3:151 6 MAY 04 s:\sj obsl jobs \s03 \1 \xs03. 154 \eng \calcs\s03 -15 [General Information' 2.428 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2 -2x10 ...Length /Deft Center Span 15.33 ft .....Lu 0.00 ft Beam Width 3.000 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Hem Fir, No.2 @ Left Max. Negative Moment 0.00 k -ft at Fb Base Allow 675.0 psi @ Right Load Dur. Factor 1.150 Fv Allow 70.0 psi Camber: Beam End Fixity Pin -Pin Fc Allow 405.0 psi Repetitive Member @ Center E 1,100.0 ksi uil Length Uniform Loads Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Live Load Ibs Ibs Ibs Ibs Ibs Ibs Ibs ...distance 0.333 ft 3.750 ft 4.250 ft 9.000 ft 13.000 ft 0.000 ft 0.000 ft ummary Overstressed in Bending I Span= 15.33ft, Beam Width = 3.000in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 2.428 : 1 ...Location 7.604 It ...Length /Deft Maximum Moment Camber ( using 1.5 * 8.5 k -ft Maximum Shear'' 1.5 Allowable 0.000 in 3. 5 k -ft Allowable Max. Positive Moment B.50 k -ft at 7.665 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right Max @ Left Support 0.00 k -ft Camber: @ Left Max @ Right Support 0.00 k -ft @ Center Max. M allow 3.50 Reactions... @ Right fb 2,384.37 psi fv 108.93 psi Left DL 1.54 k Max Fb 981.96 psi Fv 80.50 psi Right DL 1.24 k Max Deflection -0.991 in ...Location 7.604 It ...Length /Deft 185.6 Camber ( using 1.5 * D.L. Defl) ... @ Center 1.487 in @ Left 0.000 in ai a %Jau .-... _.........., .... -1.676 in Deflection 7.604 ft ...Length /Deft 109.75 Right Cantilever... Deflection ...Length /Defl 0.000 in 0.0 0.000 in 0.0 3.0 k 2.2 k 2.46 k 2.16 k 0.000 in 1.487 in 0.000 in 2.46 k 2.16 k 0.000 in 0.0 0.000 in 0.0 Z `~ W lY � JU U O. N0 co III U. W O J U_ _. ca d . =w H = Z� H O Z H W Ul � p, O N' �H MH Z. W CO) Z ' Advanced Structural Concepts Title : Job # Consulting Structural Engineering Dsgnr: Date: 3:151 6 MAY 04 10940 NE 33rd Place, Suite 202 Description Bellevue, WA 98004 Scope P: 425.889.2189 F :425.828.6899 L eRv: 56Qi0U__ — •_ — - - -- ------ - - - - -- --------- - - - - -- - - -- Use KW- 0604005, Ver5.6.1, 25 -Oct-2002 General Timber Beam -- nr (c)1983.2002 ENERCALC Engineering Software sasiobs4obs\ s03 \11xs03- 1541eng\calcs1s03 -15 escript on Exisiting Dbl. 2X10 Roof Rafters wl Mech. Z 4l� Str ess Calcs - - -- -- - - - -- -- - - -- - — w Bending Analysis Q sr Ck 30.529 Le 0.000 ft Sxx 42.781 in3 Area 27.750 in2 W Cf 1.100 Rb 0.000 Cl 0.000 00 Max Moment Sxx Req'd Allowable fb N 0, @ Center 8.50 k -ft 103.88 in3 981.96 psi W W @ Left Support 0.00 k -ft 0.00 in3 981.96 psi J @ Right Support 0.00 k -ft 0.00 in3 981.96 psi . N W. y ? Shear Analysis @ Left Support @ Right Support W O TM; Design Shear 3.02 k 3.02 k Area Required 37.550 in2 37.545 in2 1 Fv: Allowable 80.50 psi 80.50 psi ` Bearing g @Supports C O Z) L` Max. Left Reaction 2.46 k Bearing Length Req'd 2.025 in = W. ;s Max. Right Reaction 2.16 k Bearing Length Req'd 1.778 in y H _ Y ? ~ Z O in WW W 51 <� a� i U W — O i W Z" N . Z W y Advanced Structural Concepts A Division of Freheit & Ho Architects, Inc., P.S. 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 P: 425.889.2189 E :425.828.6899 wwwhoarch.com Project: 3' 1 P) 1 Client: FHo Subject: Rev;s,-A L.&-tev-&I Farce s By: 14 A, Job No: So S - 1 Date 4 o - Sht z h .M. w 2 JO 00 CO) a V) w : W J CO) U. WO U. < CY F- Z F- 0 Z F-: W .w w L ) LL 0` f1i z CO) 10 - O X ; F-- Z' : . . Project: Tie e - g3t'5 Client: FH o Subject: Revise J La p-val 'Fo rcc s By: H A Job No : So3- 154 Date 5 o Sht Advanced Structural Concepts A Division of Freheit 8 Ho Architects, Inc., P.S. 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 P: 425.889.2189 F: 425.828.6899 wwwAoarch.com L. outpw o - 1 A - i s L -f. (D , rk-� Vr � VVI ( t✓C) t 5 /g c - rJ, c� c 'P� ,N O od w/ $ d ha is Is ca-Pa-C- +I = 2 -9'0 VTc+ > Less +k av1 1 °% ove-y si--resse-cl Dole.. x ;V,51 roof d t_a vr V'.e-v 1 To rG w ; a i vi 4-k e- x - J i ve c-h ov)- 4 121o��•Ft- W r Io.S 38 OV e.v - +Uv- I h g y. MOf = 2- io # 4t 31 0� z MR - to ref C I � 1 1l 32 � 2 � + lro �sf( 2 '� 32 � 12/3 58701it 2 J M > NA O T N o ko I Jo w v, re v i V .. .. z Z ". w. � 2. W D. UO ND CO) W J � CO) U -. W O L� CO) CY = W �_ z� �O z �- w �o CO 0 I-- W . LL F' O iLLl z U C; o� z Advanced Structural Concepts Project: _1 11 " gat, 5 Client: _ F4I o Subject: Devised (.._..a-1 P-Nce. Fo r c. -s By: 1-N A Job No: So3 - I 64 Date S 4 o Sht A Division of Freheil 8 Ho Architects, Inc., P.S. 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 P: 425.889.2189 F: 425.828.6899 www.flioarch.com O \J.P -V-+L) r V) Y M O T _ 19 /Ft (i�,��' �(►4' _ s-t0 MR _ ^ lo Fsf (I�'x �,�1� t !taps{ 2 J T = C _ MOT 7(- 80 ?rodide HDQB-St>s 3 H o�do.,vv� ( C'? ac, 4, = 5325 ' �i Z W , JU 00. N J = H CO U- w O w? z cf E- w Z �` II-- O z f- w LU :3 o.. 0 --. o �� w W`, U u O' ltl Z UN 0 JACK IN THE BOX - TUKWILA, WA HVAC Load Analysis for FREIHEIT AND HO FILE COPY r�F TiiKO►► a JAN 2 1 2004 p - Ct,v t to COM HVAC mRapAI, C WAC L,o CITY OF TUMVILA APPROVED APR 19 2004 AS WiECL, E0LDING D"10 Prepared By: STEVE HOWARD ABOSSEIN ENGINEERING Tuesday, January 20, 2004 �o� -ozy Z �W. Q � J U� U O. � 0 J = H �L w o J. LL Q (J) n _ d �W Z �.. 1 O W LLj D 0� :O N. o� W UJ ~ H .. Z Uj U ='. �O Z 1• Wall Glass Floor Slab Skin Loads Lighting Equipment People Partition Cool. Pret. Heat. Pret. Cool. Vent. Heat. Vent. Cool. Infil. Heat. lnfil. Draw -Thru Fan Blow -Thru Fan Reserve Cap. Reheat Cap. Supply Duct Return Duct Misc. Supply Misc. Return Building Totals 1,716 535 237 3,399 2.76 0 503 503 0.28 5,214 4.23 0 1,916 1,916 1.07 23,609 19.14 0 23,234 23,234 13.02 8,477 6.87 0 0 0 0.00 _ .......................... .............................. 40,699 . ..... .. .................. .... ....................................... 32.99 0 ............................... 25,653 25,653 . 14.37 2,685 ..................... ............................ 0 _.... .... ..... . .._. 0.00 _..............._..._.. _...._... 0 9,162 9,162 5.13 19,267 0 0.00 0 65,742 65,742 36.84 78 0 0.00 21,450 21,450 42,900 24.04 0 { 0 '.{ 0 '.00 ? ; ` 0 0! 0 0.00 0 0 _.. 0:00 -. _...' . _ . _ . 0 ` 0 0 0.00 0 0 0.00 0 0 0 0.00 1,435 0 0.00 8,357 7,886 16,243 9.10 1,435 75,877 61.51 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 8,450 8,450 4.73 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 4,522 3.67 0 6,878 6,878 3.85 0 2,261 1.83 0 3,439 3,439 1.93 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 123,359 100.00 29,807 148,660 178,466 100.00 Ventilation 75,877 61.51 8,357 7,886 16,243 9.10 Infiltration 0 0.00 0 0 0 0.00 Pretreated Air 0 0.00 0 0 0 0.00 Zone Loads 40,699 32.99 21,450 122,007 143,457 80.38 Plenum Loads 0 0.00 0 0 0 0.00 Fan & Duct Loads 6,783 5.50 .... ......... 0 18,767 18,767 _. 10.52 _ Building Totals ....... __ ......... ....__.................... _..... _ 123,359 ......... _ 100.00 29,807 148,660 178,466 100.00 Total Building Supply Air (based on a 20 TD): Total Building Vent. Air (22.93% of Supply): Total Conditioned Air Space: Supply Air Per Unit Area: Area Per Cooling Capacity: Cooling Capacity Per Area: Total Heating Required With Outside Air: Total Cooling Required With Outside Air: t:t.; A 'M * ,r '.C. ,'. 1-1.4,1111 t 6,258 CFM 1,435 CFM 2,238 Sq.ft 2.7965 CFM / Sq.ft 150.4581 Sq.ft/Ton 0.0066 Tons / Sq.ft 123,359 Btuh 14.87 Tons 1:123098 \Ca1c- MechUIB Tukwila.CHV Tuesday, January 20, 2004, 4:03 PM z D UO (n 0 C0 Uj J x �w w U- Q CO = F- w F- 0 z W U O N QH wW H �. -0 . z . w U= 0 H O Z 00di 9' S' 'Mmary Loads Building peaks in August at 2pm. •39:,a, 1A230981Ca1c- Mech\JIB Tukwila.CHV Tuesday, January 20, 2004, 4:03 PM Z �W D U UO NO W =. J �. N O' W oC L� to a =W z° 5: �o o� W U. O, . Z; w U .O F- Z ;i r H'andJe #'� = �efau/t -Summa ::.. Goads Dining 965 24,258 39,318 14,51� 20 /P 20 /P 1 fpm August 3 1,249 2,013 1,060 1,060 85 1.29 2.09 1,060 1,060 Runout duct size: 61n. dia, Diffusers: 1 , CFM /runout: 126, Velocity: 640.8 ft/min, Pressure in.wg. /100ft Zone Peak Totals: 965 24,258 39,318 14,5 Total Zones: 1 53 1,249 2,013 1,060 1,060 Unique Zones: 1 8,685 1.29 2.09 1,060 1,060 Main trunk duct size: 21 in. h x 20in. w Velocity: 762.6 ft/min, Pressure drop: 0.048 in.wg. /1 vA WW jn14 1A230981Ca1c- Mech\JIB Tukwila.CHV Tuesday, January 20, 2004, 4:03 PM Z �W D U UO NO W =. J �. N O' W oC L� to a =W z° 5: �o o� W U. O, . Z; w U .O F- Z U r R Supply Air Fan: Draw -Thru with program estimated horsepower of 1.07 HP 2,013 Fan Input: 65% motor and fan efficiency with 2.2 in. water across the fan Total Air Handler Vent. Air (52.66% of Supply): Sensible Heat Ratio: 0.75 CFM --- This system occurs 1 time(s) in the building. --- Air System Peak Time: 1 pm in August. Supply Air Per Unit Area: 2.0860 CFM /Sq.ft Outdoor Conditions: 78° DB, 66° Mt$, 75.91 grains Sq.ft/Ton Cooling Capacity Per Area: Summer: Ventilation controls outside air, ----- Winter: Ventilation controls outside air. Tons /Sq.ft Zone Space sensible loss: 24,258 Btuh Btuh Total Cooling Required With Outside Air: Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 56,049 Btuh 1,060 CFM Supply Duct sensible loss: 2,695 Btuh Return Duct sensible loss: 1,348 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 84,350 Btuh Heating Supply Air: 26,954 / (.999 X 1.08 X 20) = 1,249 CFM Winter Vent Outside Air (84.9% of supply) = 1,060 CFM Zone space sensible gain: 39,318 Btuh Infiltration sensible gain: 0 Btuh Draw -thru fan sensible gain: 2,718 Btuh Supply duct sensible gain: 2,212 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 44,249 Btuh Cooling Supply Air: 44,249 / (.999 X 1.1 X 20) = 2,013 CFM Summer Vent Outside Air (52.7% of supply) = 1,060 CFM Return duct sensible gain: 1,106 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 3,495 Btuh 1,060 CFM Blow -thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 4,601 Btuh Total sensible gain on air handling system: 48,850 Btuh Zone space latent gain: 14,575 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: 8,494 Btuh Total latent gain on air handling system: 23,069 Btuh Total system sensible and latent gain: 71,919 Btuh Total Air Handler Supply Air (based on a 20° TD): 2,013 CFM Total Air Handler Vent. Air (52.66% of Supply): 1,060 CFM Total Conditioned Air Space: 965 Sq.ft Supply Air Per Unit Area: 2.0860 CFM /Sq.ft Area Per Cooling Capacity: 161.0135 Sq.ft/Ton Cooling Capacity Per Area: 0.0062 Tons /Sq.ft Total Heating Required With Outside Air: 84,350 Btuh Total Cooling Required With Outside Air: 5.99 Tons lA230981Ca1c- Mech\J1B Tukwila.CHV Tuesday, January 20, 2004, 4:03 PM z if- Z �w u� D . J U. UO N O J� CO LL w �Q U) D = �w z r- H O w Uj O N � H w LL _0 iu U co O Z r M3098\Calc- MechUB Tukwila.CHV Tuesday, January 20, 2004,4:03 PM Z Z. w J U U0 U O W = J h' N LL� w O LL N :3 = F. W. F- 0. Z H- 2 U� O N w w H U� LL ~O . Z. w UN O Z i L' r� Air Handler: #2. - Default:- To>tal:`Load' Su»ma 4,245 CFM Air Handler Description: Default Constant Volume - Sum of Peaks 375 CFM Supply Air Fan: Draw -Thru with program estimated horsepower of 2.26 HP 1,273 Fan Input: 65% motor and fan efficiency with 2.2 in. water across the fan Supply Air Per Unit Area: Sensible Heat Ratio: 0.93 --- This system occurs 1 time(s) in the building. --- Air System Peak Time: 2pm in August. Sq.ft/Ton Cooling Capacity Per Area: Outdoor Conditions: 80° DB, 66° WB, 72.81 grains Tons / Sq.ft Total Heating Required With Outside Air: Summer: Ventilation controls outside air, --- -- Winter: Ventilation controls outside air. Total Cooling Required With Outside Air: Zone Space sensible loss: 16,441 Btuh Tons Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 19,829 Btuh 375 CFM Supply Duct sensible loss: 1,827 Btuh Return Duct sensible loss: 913 Btuh . . Return Plenum sensible loss: 0 Btuh Total System sensible loss: 39,009 Btuh Heating Supply Air: 18,267 / (.999 X 1.08 X 20) = 846 CFM Winter Vent Outside Air (44.3% of supply) = 375 CFM Zone space sensible gain: 82,908 Btuh Infiltration sensible gain: 0 Btuh Draw -thru fan sensible gain: 5,732 Btuh Supply duct sensible gain: 4,665 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 93,305 Btuh Cooling Supply Air: 93,305 / (.999 X 1.1 X 20) = 4,245 CFM Summer Vent Outside Air (8.8% of supply) = 375 CFM Return duct sensible gain: 2,333 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 2,061 Btuh 375 CFM Blow -thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 4,393 Btuh Total sensible gain on air handling system: 97,699 Btuh Zone space latent gain: 6,875 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: 2,184 Btuh Total latent gain on air handling system: 9,059 Btuh Total system sensible and latent gain: 106,758 Btuh Total Air Handler Supply Air (based on a 20° TD): 4,245 CFM Total Air Handler Vent. Air (8.83% of Supply): 375 CFM Total Conditioned Air Space: 1,273 Sq.ft Supply Air Per Unit Area: 3.3353 CFM / Sq.ft Area Per Cooling Capacity: 143.0500 Sq.ft/Ton Cooling Capacity Per Area: 0.0070 Tons / Sq.ft Total Heating Required With Outside Air: 39,009 Btuh Total Cooling Required With Outside Air: 8.90 Tons 1A230981Ca1c- Mech\JIB Tukwila.CHV Tuesday, January 20, 2004, 4:03 PM z �Z �w D JU U Co 0 1 H Co LL w LL N D = a uJ z H HO z W w U0 O co Z U I-- —O w z U =..: z f . f L...l � O FILE COPY I understand that the Plan Check approvals are 1 11, 'Oval l.:{ cl o lzrrors and orr Jack in the Box 3742 S. 144" Street Tukwila, Washington For Freiheit & Ho Architects, Inc., P.S. RECEIV y 01: T1 ED rl JKWlf JAN 2 1 2004 PERMIT CENTER CITY Of TUKWILA APPROVED VA? APR 19 2004, , ZO a ��� top, n ny� EJUILD114G. D" January 20, 2004 Project No. — S03-154 Advanced Structural c oncepts Adivislon of Fretheit &Ho Architects, Inc., P.S. 1 0940 1,TV 3 3` d Pl ace, S u i te IM B XY/A QQr)r)A T)s 425 P 429 J,%%)o %=o?W40 A i �-- P — Z� IX LU i 6 2. D -3 C.) C.) 0 N D CO) W W 3: J �- S2 U- UJ 0: LL < D S2 a X W, Z Z W UJ 5 U . 0 W LLJ 3: U . �LL ~O . Z: CO) Z 0 � N D fi I i Y1 YZ -- -- - --- -- x 3 TN P - 13.3 Psf 14.7 Psf Spa Output V _ 0,143 W Wind t o/2. t V = (3.3 Psf � 10 t to� 58.51 � t i�t.1 �+5 f �8't ►4 } t . . 2 vr3 = I3.3 Fsf �Z+ 14l'+ -� 23.5�z � + X4.1 Psf �6 ! 1 t / X 3.5 � = 211 :8 Con +moo � 9 1.19 pso foK Project: tLN Psax - T ukW► ! a Client: FNo ArcA,\� tc c*s Subject: L astral Force S BY: R A Job No: So 3 - sl Date 12 2-9 1 03 Sht Advanced Structural Concepts A Division of Freheit 8 Ho Architects, Inc„ P.S. 10940 NE 33rd Place, Suite 202, Bellevue, WA 08004 P: 425.889.2189 F :425.828.6899 www.flioarch.com Z Z' � W W m W D J U. (J 0 , 0 LU J W LL WO LL. Q N� = a W. Z� Z O W W CO O —: W LL. F— w U— H x: O Z �i Advanced Structural Concepts A Division of Freheit & Ho Architects, Inc., P.S. 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 P: 425.889.2189 F: 425.828.6899 wwwhoarch,com r"a Project: -ac.k i n JHe Box - TA li a. Client: 'FRO hre nittcty Subject: 'R e" s By: N A Job No: So 3- 154 Date M I291o3 Sht W ; v►cd (GOrn' ) V x = I Vb Fs f ( 1, + 10 /2. 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Z W �U 0 0 . 0o. w= CO u. w O. 2 , I der J � �w _. z� �O w Imo. w. �o o ca o � L O Z. 111 O ~� Z i� �i Project: Tack % wN flit. Gox Tvkwo l a- Client: F Ho Are- lnitca Subject: F'u -W+1* N a By: RA Job No: So 3 - 54 Date Lz M J Sht Advanced Structural Concepts A Division of Freheit 8 Ho Architects, Inc., P.S. 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 P: 425.889.2189 F: 425.828.6899 www.flioarch,com w t" LL 25 f sf ( 32-A = 400 /fir ?nea � 533 (ic2uni�s) Idl�b P x i + I r,a 1b2 I. (E) 5�/ x It G u 6 o K. Z Q� ILI W D. UO CO W= J CO LL WO ll.. N d = W ZH 1— O z W Uj Dp U O N 0 F- =0 �o w Z. o� .Z Advanced Structural Concepts A Division of Freheil & Ho Architects, Inc., P.S. f 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 P: 425.889.2189 F: 425.828.6899 www.flioarch.com Ne-w 133 F= P, + R,, bi di P = 2o2g+ 11oo'k 31Z>S'� coo 13 4 Project: J" i n +1 e. 6" - Tv kw- Tv kw Client: FH o RrcWtecAs. Subject: rf� .vn ii n� By: N A Job No: So3 i� Date 17 -1 1 -c'1 0 .3 Sht I -o �� MiGro�c�,v►�, VI-XIA 2.0E z D U: UO. CO 0; w=. J P N V.. w O, 1 w< � a. �w Z ~. �O z �-. W Do O UY W w . u. ~O; 111 Z: F =`. O H- z Project: T1 - Tu ld-W & 1 Client: FHO Subject; BY: AA Job No: Sos-lsl -Date 1 11+1o+ - Sht yd- P_ L = 1 52'-O' f 1TD IS IF /4 L-r 7. - 5 P -S f * /k LL ' e, 5 2 'p/;t- "rsr rsf 4 /2- CO :z D 00' Co 0 (a W� ,w CO LL w 0 2 �; U_ CO cy� W .z 0' z 1_: Uf ;0 cl LLJ LLJ LL 0� iii Z CO)• .Z. Advanced Structural Concepts A Division of Freheit & Ho Architects, Inc., P.S. 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 P: 425.889.2189 F: 425.828.6899 www.flioarch.com Project: T1 - Tu ld-W & 1 Client: FHO Subject; BY: AA Job No: Sos-lsl -Date 1 11+1o+ - Sht yd- P_ L = 1 52'-O' f 1TD IS IF /4 L-r 7. - 5 P -S f * /k LL ' e, 5 2 'p/;t- "rsr rsf 4 /2- CO :z D 00' Co 0 (a W� ,w CO LL w 0 2 �; U_ CO cy� W .z 0' z 1_: Uf ;0 cl LLJ LLJ LL 0� iii Z CO)• .Z. 10 Adva. d Structural Concepts Title Consulting Structural Engineering Dsgnr: 10940 NE 33rd Place, Suite 202 Description Bellevue, WA 98004 Scope P: 425.889.2189 F: 425.828.6899 ev: 5601W - - - -- - -- _ - - -- - User. KW- 0604005, Ver 5.6.1 25- Oct -2002 Steel Beam Design (c)1963 -2002 ENERCALC Engineering Software s:\sjobskjobsls03N 1xsO 1541eng \calcs \sO3 -15 neral Information Steel Section Center Span Left Cant. Right Cant Lu : Unbraced Length )uted Loads #1 DL 0.068 LL 0.113 ST 0.132 Start Location End Location Pinned - Pinned 32.00 ft Bm Wt. Added to Loads 0.00 ft LL & ST Act Together 0.00 ft 8.00 ft Job # Date: 9 :36AM, 20 JAN 04 y TORSI Load Duration Factor 1.00 Elastic Modulus 29,000.Oksi k/ft k/ft k/ft It ft Using: W14X26 section, Span = 32.00ft, Fy = 50.Oksi End Fixity = Pinned - Pinned, Lu = 8.00ft, LDF = 1.000 Short Term Load Case Governs Stress Max. Deflection -1.126 in Length /DL Defl 1,228.7 :1 Length /(DL +LL Defl) 341.0 :1 orce 8�Stress Summary <<- These columns are Dead + Live Load DL LL LL +ST LL Maximum Only @ Center @ Center @ Cants Max. M + 43.41 k -ft 12.05 26.51 43.41 Max. M - Actual Allowable Moment 43.407 k -ft 70.870 k -ft fb : Bending Stress 14.787 ksi 24.142 ksi fb / Fb 0.612 :1 Shear 5.426 k 70.941 k fv : Shear Stress 1.530 ksi 20.000 ksi fv / Fv 0.076 :1 1.51 3.31 5.43 Short Term Load Case Governs Stress Max. Deflection -1.126 in Length /DL Defl 1,228.7 :1 Length /(DL +LL Defl) 341.0 :1 orce 8�Stress Summary <<- These columns are Dead + Live Load DL LL LL +ST LL Maximum Only @ Center @ Center @ Cants Max. M + 43.41 k -ft 12.05 26.51 43.41 Max. M - Max. M @ Left Max. M @ Right Shear @ Left 5.43 k 1.51 3.31 5.43 Shear @ Right 5.43 k 1.51 3.31 5.43 Center Defl. -1.126 in -0.313 -0.688 -1.126 0.000 Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 Reaction @ Left .-_- - -1 5.43 1 An 1.51 A - 3.31 n n• 5.43 1 11 Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements as noted - -» LL +ST Cants k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k 1. 0 Z �W 3 UO W W= fA LL WO J- W '. CO CY = W H =. Z �. Ir O' Z H U� CO � F- W UJ F- tt. O .. Z U= O ~ . Z Compliance Forms r pow— v State Nonresidential Enerav Code Cor' )nce Form June 2002 Project Info F " Project Addres ,TACK IN THE Box Date 1/20/2004 3742 S. 144 STREET For BuildinP,De" ��T11'' & nF �k Tf 11{Wlf A JA N 2 M T PER ��� I T ENTER TVKRILA, YDl Applicant Name: Applicant Address: GIV Applicant Phone: Project Description GAS PACKAGE ROOFTOP A/C Briefly describe mechanical AS NO R0 0 system type and features. 9OLDING D ION ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. compliance Option ® Simple System Q Complex System O 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. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IpLV Location Efficiency' SEz ATTACHED S ATTACHED Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity' Bluth Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency' S ATTACHED Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SPI HP /BHP Flow Controi Location of Service SEE ATTACHED 'If available. s As tested according to Table 14 -1A through 14 -1 G. s If required. 'COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6" D o 4 -o z Z �_— Z W QQ � JU UO W= I— � w WO LL? N� = W H Z F.. H O Z H W LLJ U� ON oI.- W H u. O Ill Z UN 1= _ O Z 2001 V" `linaton State Nonresidential Enerav Code ComDlian -orm Mechanical Permit ' 2001 WasNngton State No resfdental Energy Code Complance Fortes June 2002 - KJM Project Address JACK IN THE BOX Date 1/20/2004 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 a• 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M -1 n. a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M -2 yes 1412.2 Deadband control Indicate 5 degree deadband minimum M - 1 n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types M - 1 yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage M - 2 n. a. 1412.4.2 Optimum Start Indicate optimum start controls ft. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n. a• 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans M -2 a. a. 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule M -1 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M -1 x. a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb a• 1413.2 Water Econo Doc Indicate cig load & water econoe & cig tower performance yes 1413.3 Integrated operation indicate capability for partial cooling M -1 n. a. 1 1413.4 l Humiclification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary Y03 1414.2 Duct insulation Indicate R -value of insulation on duct yes 1415.1 Piping insulation Indicate R -value of insulation on piping M C ompletion Requiremen yes 1416.1 &2 Drawings & Manuals Indicate requirement for record drawings and operation dots. M-1 Y03 1416.3.2 Air Balancing Indicate air system balance requirements M - 1 n. a. 1416.3.3 Hydronic Balancing Indicate hydronic system balance requirements yes 1416.4 Commissioning Indicate requirements for commissioning and prelim. Report M - 1 n. a. 1424 Separate air sys. Indicate separate systems on plans yes Mechanical Summary Form CompTeted and attac quipment schedule with types, input/output, efficiency, cfm, hp, economizer SMICE WATER HEATING AND HEATED POOLS (S ections 1440 Service water htg. n. a. 1441 Elec. water heater Indicate R -10 insulation under tank yes 1442 Shut -off controls Indicate automatic shut -off P - 1 yes 1443 Pipe Insulation Indicate R -value of insulation on piping M -1 n. a. 1452 Heat Pump COP Indicate minimum COP of 4.0 a. 1452 Heater Efficiency Indicate pool heater efficiency i. a. 1453 Pool heater controls Indicate switch and 65 degree control a. 1454 Pool covers Indicate vapor retardant cover i. a. 1454 Pools 90+ degrees Indicate R -12 pool cover nT "no" is circleu for any quesuvn, prcrvwc CApIanatlun: .. Z Z W QQ � WV UO ND W = l- N LL WO Q � LL Q 2 W Z F- H O Z H W W U ON 0 l-- W XU —O Z W iJ U) H- _ O Z ROOFTOP AIR CONDITIONG UNIT SCHEDULE MARK AC MANUFACTURER MODEL AIR FLOW (CFM) IDA FLOW (CFM) JAMBIENTEXT. OAT (T) S.P. (IN.W.C.) DX COOLING COIL (ARI CONDITIONS GAS HEAT ELECTRICAL APPROX. WEIGHT (LBS) REMARKS EAT (TDB /WB) TOTAL (BTU /HR) SENSIBLE (BTU /HR) EER FUEL INPUT (BTU /HR) OUTPUT (BTU /HR) VOLTS /O /HZ MOTOR HP IMCA (AMPS) MOCP (AMPS) 1 YORK DHIO2 3400 1060 95 0.75 §P,,46 7 1104,000 78,000 111.5 NATURAL GAS 180,000 144,000 208/3/60 3.0 145.6 50 1500 DINING 2 YORK DH120 4000 11655 195 0.75 80 67 122,000 93,000 111.0 NATURAL GAS 180,000 144,000 208/3/60 3.0 53.9 60 1550 KITCHEN NOTES: 1) FURNISH 8" HIGH FACTORY FABRICATED FULL PERIMETER INSULATED ROOF CURB. 2) SET MINIMUM OUTSIDE AIR AS SPECIFIED ABOVE. OUTSIDE AIR DAMPER SHALL FULLY CLOSE ON UNIT SHUTDOWN. 3) UNITS SHALL HAVE 5 MINUTE TIME DELAY ON COMPRESSOR RESTART. 4) UNITS SHALL HAVE MODULATING ECONOMIZER WITH SINGLE ENTHALPY CONTROL. 5) UNITS SHALL HAVE FACTORY MOUNTED AND WIRED DISCONNECT SWITCH. 6) UNITS SHALL HAVE FACTORY INSTALLED PHASE LOSS PROTECTION. 7) AC -1 SHALL HAVE BAROMETRIC RELIEF DAMPER. AC -2 SHALL HAVE POWER EXHAUST. 8) UNITS SHALL HAVE FACTORY MOUNTED SUPPLY SMOKE DETECTORS. PROVIDE REMOTE AUDIBLE ALARM WHERE REQUIRED BY CODE. 9) TO COORDINATE PURCHASE AND DELIVERY OF ROOFTOP UNITS CONTACT LLOYD PIKE ® YORK: PHONE 918- 279 -9675, FAX 918 -451 -6072, EMAIL Iloyd.pike®york.com. 10) ROOFTOP UNITS SHALL BE PURCHASED BY THE CONTRACTOR THROUGH JACK —IN— THE —BOX NATIONAL ACCOUNT. CONTRACTOR SHALL INCLUDE COSTS FOR EQUIPMENT, RECEIVING, HANDLING, STORAGE (IF REQUIRED), HOISTING, INSTALLATION, AND STARTUP OF THE ROOFTOP UNITS. CONTRACTOR'S RESPONSIBILITIES SHALL ALSO INCLUDE WARRANTY ADMINISTRATION. f NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE . IT lS . DUE THE QUALITY, OF THE DOCUMENT. . EXHAUST FAN SCHEDULE MARK MANUFACTURER MODEL TYPE DRIVE PERFORMANCE ELECTRICAL ACCESSORIES APPROX. SERVICE REMARKS AIR FLOW EXT. STATIC FAN SPEED SONES VOLTS /0 /HZ FAN MOTOR lHP TYPE WEIGHT (LBS) e CFM IN.W.C. RPM 1 CENTRAL BLOWER RE -15 CURB MOUNTED GREASE EXHAUST BELT 1885 0.75 1366 -- 208/3 60 1 JRC.DS 350 HOOD 1 2 CENTRAL BLOWER RE -15 CURB MOUNTED GREASE EXHAUST BELT 1310 0.75 1276 -- 208/3/60 1 RC.DS 350 HOOD 2 3 IGREENHECK G095 -DGEX CURB MOUNTED CENTRIFUGAL DIRECT 500 0.38 1300 9.0 120/1/60 1/8 BD,BS,DS,RC 126 ITOILET ROOMS 3 -SPEED MOTOR,SWITCH PER ELEC SHT ACCESSORIES: BS -BIRD SCREEN, BD- BACKDRAFT DAMPER, DS- DISCONNECT SWITCH, RC- PREFABRICATED VENTILATED ROOF CURB, SC -SPEED CONTROL NOTES: 1) EF -1 AND EF -2 SHALL HAVE MINIMUM 12" HIGH CURB, HINGED FAN HOUSING, DISCHARGE SCOOP, AND GREASE RESERVOIR. 2) ACCEPTABLE ALTERNATE MANUFACTURERS FOR EF -3 INCLUDE GREENHECK AND PENN VENTILATOR. 3) TO COORDINATE PURCHASE AND DELIVERY OF KITCHEN EXHAUST FANS CONTACT DAVE PETERSON OR ELINOR BUCK ® CENTRAL BLOWER: PHONE 1- 800 - 473 -3182, FAX 626 - 330 -9406, EMAIL in fo®cen trolblower. com. 4) KITCHEN EXHAUST FANS SHALL BE PURCHASED BY THE CONTRACTOR THROUGH JACK -IN- THE -BOX NATIONAL ACCOUNT. CONTRACTOR SHALL INCLUDE COSTS FOR EQUIPMENT, RECEIVING, HANDLING, STORAGE (IF REQUIRED), HOISTING, INSTALLATION, AND STARTUP OF THE KITCHEN EXHAUST FANS. CONTRACTORS RESPONSIBILITIES SHALL ALSO INCLUDE WARRANTY ADMINISTRATION. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 1 r 0 AIR BALANCE SCHEDULE 2001 r Energy Code Compliance State Nonresidential Energy Code Con` ' , ice Form Project Info Project Address Tukwila Jack In The BOX Date 1/12/2004 Fixture Description 3742 144TH Street For Building Department Use RECEIVED CITY OF TI IKWII A JAN 2 1 2004 PERMIT' CENTER Tukwila, HA, Applicant Name Ab ossein E ngineering Applicant Address: 1,844 114th Ave NE, Bellevue Applicant Phone: (42s) 462-9441 Project Description ❑ New Building ❑ Addition ❑✓ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Q Prescriptive O Lighting Power Allowance Q Systems Analysis Compliance Option (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures Maximum Allowed Lighting Wattage (Interior) Location (floor /room no.) Occupancy Description HAM FAST FOOD RESTAURANT (TOTAL SQUARE FOOTAGE MINUS KITCHEN /FOOD PREP Allowed Wafts per ft " Area in ft Allowed x Area 1.50 1989.0 2983.5 '• From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Wafts 2983.5 11 PR 19 2004 Notes: H 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the �Q EU n default table in the NREC Technical Reference Manual may also be used v 2. Include exit lights unless less than 5 wafts per fixture. ing Wattage (Intexibt -yt all fixtures. For exempt lighting, not exception and leave Wafts/Fixture blank. Description Location (floor /room no.) Fixture Description Number of Fixtures Wafts/ Fixture Wafts Proposed 02 W /ft2 DINING AREA TYPE A - RECESSED 2X4, (2) F32 TO LAMPS 19 63.0 1197.0 KITCHEN TYPE B - RECESSED 2X4, (4) F32 TO LAMPS,EKEHPT 1 0 W /ft 15095.0 3019.0 RESTROOMS TYPE D - SURFACE 2x4, (2) T32 TO LAMPS 4 63.0 252.0 Bldg. (by facade) DINING AREA TYPE G - PENDANT, (1) PL 13 HATT 10 18.0 180.0 2241 PERIMETER STORAGE TYPE H - PORCELAIN, 100 HATT MAX. 1 100.0 100.0 KITCHEN TYPE A - RECESSED 2X4, (2) F32 TO LAMPS, MMWT 5 WORK STATION TYPE P - MWZRCOUNTER, (1) r32 T8 1 32.0 32.0 OFFICES TYPE B - RECESSED 2X4, (4) F32 T8 LAMPS 2 126.0 252.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Maximum Allowed Lighting Wattage (Exterior) 2013.0 Location Description Allowed Wafts per ft or per If Area in ft (or If for perimeter) Allowed Wafts x f1 (or x If) Covered Parking (standard paint) 02 W /ft2 Covered Parking (reflective paint) 0.3 W /ft Open Parking 0 W /ft 15095.0 3019.0 Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W1ft Bldg. (by Perim) 2241 PERIMETER 7.5 W /If 224.0 1680.0 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 4699.0 ',lf�j6W�rgy/j}�rwmrrutw n } rar'+r m! {W "'er:S' trf fw•P rn »v. r�r. E.•••. a• yn�.. r �nrcjt? fyRSr� .rruem,..�...srr.r ;� r.ryet• ��:��+;yc•yH:f �4Y..;li^.' y� *t9*�;??Ff �ry �� r• WdM+v�Yr� .mow + nAY'wN4M+M F �..r�.rw.ww. f Y�A✓. r��wb.. w4MU. wuAr..+ 1Kk ��� �+++. s..r.uuw,.3<nr..^.+MiU.vY.In.vF +. ws.., r� .u�i.+wY�s..u.�.r.,lv.eai.v»... •W ^..+�7'�.'t+�wrY,J..+.4y�� Z Z U.1 aa� JU 00 CO) 0 C0 W J = N LL w u - to � = Z H O Z H 5 U� O N OF- LU W I=- H LL O ki Z U= O Ir- Z 2001 Wr ' igton State Nonresidential Energy Code Compli -A**"- Form 1k `- 1 Use mfgr listed maximum input wattag� j fixtures with hard -wired ballasts only, Proposed Li ghting Wattage (Interior) the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed PARKING LOT TYPE 31 — 3INaMZ HEAD 400 SHOE BOX 1 410.0 410.0 PARKING LOT TYPE 32 — DOUBLE HEAD 400 MATT 3H0E BOX 2 820.0 1640.0 ANNMG TYPE ! - MLM MOUNTED 70 MATT METAL HALIDE 10 84.0 840.0 BUILDING TTYPE I - WWZ MOUNT 100 MM METAL HALIDE 11 110.0 1210.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 4100.0 Z Z W� J U vO N 0 CO) =` CO) U. W J! LL N d' ~ Zr Z 11- Z W D p' . U CO WW � U U 0 1 .. Z W U N, Z a i i if — - -, 2001 W. °'`hington State Nonres Ener Code Co " Ha Form Li ghting Permit P IA Checklist LTG-CHK 2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002. KJM Project Address Tukwila Jack in The Box Date 1/13/2004 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Schedule with type, indicate locations E3 yes 1513.2 Area controls Maximum limit per switch E3 yes 1513.3 Daylight zone control Schedule with type and features, indicate locations n.a. vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w/backup Indicate location E2 yes (b) photocell. Indicate location E4 1513.6 Inter. auto shut -off Indicate location a. 1513.6.1 (a) occup. sensors Schedule with type and locations .a. 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 yes Lighting Sum. Form Completed and attached. Schedule with fodure types, lamps, ballasts, watts per fixture a. Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency If "no" is circled for any question, provide explanation: U bOV�O'2 -fit Z �Z J U' U U) o W = J � Co LL W O U- a N =) _ CY �W Z F. H O Z I— W 5: U� . 0 CO o I- W W H� u. O --Z W U= O Z r W ILA - • City o Tukwila • �; Steven M. Mullet, Mayor a= =0 w� `•. ' = Department of Community Development Steve Lancaster, Director •. 1908 August 18, 2004 Jack in the Box, Store No 8365 8909 SW Barbur Blvd, #250 Portland, OR 97219 RE: Release of Cash Assignment 3742S144 1h Street, Tukwila, WA Dear Sir: This letter hereby authorizes the release of the cash assignment referenced above in the amount of $1,500.00 for curbing and pavement markings for the property located at 3742 South 144 Street; Tukwila, Washington. If you should have any questions, please contact our office at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator end xc: Permit No. D04 -024 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206- 431 -3665 Z u u� D UO N o CO) w' ul _ N LL W O. LL? D) d Z H` t- O' Z O �'. iO H; = V, lli Z U� Z 4 CITY OF TUKW ILA, WA 98188.2544 ACCOUNTS PAYABLE CHECK NO. t•`+gIMIpCENIW�ER.�`M{¢ d!R. r. 4MTE ..?P4kM.'.tF.OtNUAEER?Y.NUA:.?{ '... :t%A YI.V;I�tit "b^�DE9G8P„710 IM— ''p'%V ..: V.Yq%MXf�'J= Y%tY'r6✓.° VP+i`' Mt4rild+.w:p!` • ,8F1'r.C+sY4?iPfh?MIO n. 0816307 08112/2004 BONDIDEPOSITREFUND 1,500.00 PLEASE DETACH BEFORE DEPOSITING PAYABLE THROUGH WLLA 151 U' P�aM1 EON CITY OF TUKWILA iuW.WAMIN 1250 6200 Southoenter Boulevard - i Tukwila WA 98188.2544 007553 08/16/2004 PAY One Thousand Five Hundred Dollars and No Cents TO THE JACK IN THE BOX ORDER STORE NO 8365 OF 8909 SW BARBUR BLVD, #250 PORTLAND, OR 97219 z IZ W JU UO No An F to LL WO U. Nd zF F o z I— W UG ON of =W F- "o W z 0= OF z i �! il�Sa1To�„ I .. N J Gf N teas City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206 - 431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM :`•Section 1 - -,to° be completed �bV. Developer :: Name of Development: o Z✓IC Date: Address: 1 4 S L4 44 5 Two -v►' L Permit No.: o Release should be sent to: Name: _ �'T_ , �,� 1�( 4.11 < <1 tA R-V-Fl ThF CHFU/- "Address: � glJ`l S�af gc�,C d�_a D TD 'J A Ci- I rJ T c tjJ)6 4 P 8366 _ sbre tic). City /State /Zip �C) c-- k-l�n� �l',� 9�l ci Descrippion itemsdo be completed (reference plans /documents where items are described): _ . _1_, h V w� o,t2 2c�s�'� v 1 e- Y -t-P /moo o f. J� 41 U,j Q-rr -) aw-,d O VnD�j As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 500 °= (150% of value to complete work above) and attach support documentation for value of work. I will have this work carried out and call for a final inspection by this date: 20 or risk having the City use these funds to carry out the work with their own contractor or in -house manp er. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of the above defic'encies. I further agree to complete all work listed above prior to requesting inspection and release of the a fun Signed: r� Title' 6 If ;Section 2 to be; completed by:Citysfaff:. ::: ' THISFU.ND;IS,AUTHORIZED TO:,BE ACCEPTED: Signed: l > Department Head: nv Amount: 0 Deposited this Date: [(Cash /Check ❑ Cash Assignment ❑ Bond City Receipt No.: RI4 00f.p Received By: (� I Section.3 - to :be completed.iiy' Developer All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash equivalent/bond. Developer's Representative: Date: To tie :comp leted by'City staff , I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash /cash equivalent/bond. Inspector: M 11tom 6L Date: VDI— Authorized By: I. Secti'dn.4 — *,t6l.be:c6'mpletdd'by'.City staff Amount Released: $ Check -Check No j0q� M ❑ Cash Equivalent — Letter attached ❑ Bond — Letter attached Date Released: - (h -0 Released by: 'pollcy mw! procedumvcd book\dcvdopu'c prolca 1lamanq• fonts Cmtcd' Fcbnutr 21)(11 VM kxrtiEYn' ,u l'�ys fiANU+f aibnlT . ri.7a .naxw -xiu •n w v ar.a.' . 'a!fi1 a- _ .a. -. Z �Z '~ w JU UO to D C0 W W = �LL W J LL j = W �_ Z� �O Z1­_ LU U 0— .0 1_ W �U -O ..Z W U CO O Z y. 4 1998 � c� City of Tukwila 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1523049295 Permit Number: D04 -024 Address: 3742 S 144 ST TUKW Status: ISSUED Suite No: Applied Date: 01/21/2004 Applicant: JACK IN THE BOX, INC Issue Date: 04/20/2004 Receipt No.: R04 -00820 Payment Amount: 1,500.00 Initials: LAW Payment Date: 07/01/2004 04:20 PM User ID: 1630 Balance: $0.00 Payee: JACK IN THE BOX INC TRANSACTION LIST: Type Method Description Amount Payment Check 206633 1,500.00 ACCOUNT ITEM LIST: f Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BONDS /DEPOSITS 000/386.908 1,500.00 Total: 1,500.00 a doc: Receipt Printed: 07 -07 -2004 z Z w UO C w =. w O U. 4 � d = w F- X Zf- F- o z F-: W LIJ �p O N, w W. u. O tll Z U CO)' Z Memo U !. _?. I II3 To: Laurie Anderson From: Brenda Holt Re: D04 -024 Please refund the $1,500.00 for the funds set aside for the completion of curbing, letter and arrow for the new Jack in the Box restaurant. Please make the check out to: Jack in the Box - Store No. 8365 8909 SW Barbur Blvd, #250 Portland, OR 97219 Please send the check to my attention and I will forward it to them. Thank you. z �W QQ �- JU 0 0. Co 0 w= J � N LL W 0 9 J. U- �. Via = W' z� z �- 2 D U0 ,O N 0H WW � U LL —O .. z W Co O z C ity of Tukwila 1906 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ;i RECEIPT Parcel No.: 1523049295 r ; Address: 3742 S 144 ST TUKW Suite No: Applicant: JACK IN THE BOX, INC Receipt No.: R04 -00820 Initials: LAW User ID: 1630 Permit Number D04 -024 Status: ISSUED Applied Date: 01/21/2004 Issue Date: 04/20/2004 Payment Amount: 1,500.00 Payment Date: 07/01/2004 04:20 PM Balance: $0.00 Payee: JACK IN THE BOX INC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 206633 1,500.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BONDS /DEPOSITS 000/386.908 1,500.00 Total: 1, 500.00 '224V -OV06 MO TOTAL 1500.00 doc: Receipt Printed: 07 -01 -2004 Z W U O N 0. cn W ul co L WO 2� 9 -1 U. = W z� 1— O Z1 W 5: U� ON O 1— W W LL — O . Z: W U co) , 0 ~ Z , 1908 April 8, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Amanda Riggs Freiheit & Ho Architects, Inc., P.S. 10940 NE 33` Place, #202 Bellevue, WA 98004 RE: CORRECTION LETTER #Yo Development Permit Application Number D04 -024 Jack in the Box, Inc. — 3742 South 144 Street Dear Amanda: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning and Public Works Departments. At this time, the Building and Fire Departments have no comments. Plannine Department: Brandon Miles at (206) 431 -3684, if you have any questions regarding the attached memo. Public Works Department: Joanna Spencer at (206) 433 -0179, if you have any questions regarding the attached memo. 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 messenwer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefanie Spencer Permit Technician encl xc: File No. D04 - 024 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Z Z '~ w 6 2 JU UO CO J = LL . w LL d = CJ �w Z I— O. Z F- w �p U O N off wW HU u" O ..Z w co O Z 1 PUBLIC WORKS DEPARTMENT COMMENTS DATE: April 6, 2004 PROJECT: Jack in the Box PERMIT NO: D04 -024 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1) Please revise civil site plan and grease interceptor plan per Val Vue Sewer District directions and April 6, 2004 phone conversation with Joanna Spencer, Development Engineer. Please number and cloud the subject revision(s) on each plan sheet and make an entry in the revision . ,block on subject plan sheets. z JU U O: N p; CO) W ' W =`. N LL: W O. ga 5. LL �. co) d HW Z �- 6 z F-. Do ,o N. W W, H U. U- O . W Z. U N O `Z r 1908 MEMO FROM: RE: DATE: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 'I" 1 Brandon J. Miles, Assistant Planner \ 1 D04 -024, L04 -001 March 31, 2004 The applicant needs to address the following items prior to approval from the Planning. Department: 1. Sheets ES 1. 1, A4.0, and A4.0 do not match. The elevations do not show the lights that are represented on the lighting plan. Correct and provide an example of the finished product for the fixture.. 2. Add some type of elements to all the tower elements with the goal of breaking up the blank wall. 3. S5.0 has rafters that will likely be visible from the adjacent property and right of way. They must be screened from view. 4. Sheet C 1.0 does not match sheet SD 1.0. The pedestrian walkways are shown as plain asphalt on C1.0 and shown as stamped concrete on sheet SD 1.0. Sheet C 1.0 has the pedestrian plaza as plain concrete, while sheet SD 1.0 has the concrete stamped. Sheet SD 1.0 is correct for this matter and needs to be reflected on the actual civil drawings. 5. Provide a narrative on how the color of the concrete will be accomplished. 6. Sheet D2.0 does not list any patio furnishings, yet they are suppose to be in the pedestrian plaza. 7. What color will the light poles be? 8. Explain the need to have a light pole three feet from the freestanding sign. 9. Review the exterior finish schedule on sheet A4.0 and making the necessary changes (correctly label hardiplank and thin set brick). 10. Add the trash enclosure on sheet S132. 1. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax. 206 - 431 -3665 Z Z mow u� D J U U N O W =. J � S2 u-. w �a- LL Q i d. F w Z F- O z� �p o CO o� w U. - O. z W ~ F- z 10940 EIT & HO r Tc INI(' P q DATE: MARCH 4, 2004 Y TO: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 ATTN BRANDON MILES - ASSISTANT PLANNER RE: JACK -IN- THE -BOX - TUKWILA, WA PERMIT # D04 -024 5 PROJECT NUMBER: 03.231 WE ARE SENDING YOU: r DESIGN REVIEW [ 1 ] COPY OF ORIGINAL LETTER [ 1 ] RESPONSE LETTER ? 51 SETS OF 24" X 36" PLANS INCLUDING SITE PLAN, SITE SURVEY, SITE PHOTOMETRIC, CIVIL PLAN, LANDSCAPE PLAN, EXTERIOR ELEVATIONS a [ 1 ] PHOTO MONTAGE OF PEDESTRIAN AMENITIES BUILDING PERMIT [ 1 ] PUBLIC WORKS RESPONSE LETTER [ 4 ] COMPLETE PERMIT DRAWING SETS Y THESE ARE TRANSMITTED: FOR YOUR APPROVL q r �kwi, XX FOR YOUR USE ANDINFORMATION , AS REQUESTED FOR REVIEW AND COMMENT FRMIpCENT�R �� ` REMARKS: Brian, Pleae see the attached information. Thanks for all of vour help. z' Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. `? CORRECTION QTR# Amanda Riggs vU Architectural Designer CC: File (IF INFORMATION IS NOT RECEIVED AS INDICATED, KINDLY NOTIFY US AT ONCE.) TukwilaCity � z Z U O, N 0 J 3: H CO O w �Q C) z F H- O. w ~ W U� O CO) o� w �O L Z TRANSMITTAL VIA DELIVERY FREIHEIT & HO ARCHITECTS, INC., P.S. 10940 NE 33RD PLACE SUITE 202 BELLEVUE, WA 98004 P:425.827.2100 F:425.828.6899 March 3, 2004 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 ATTN: Brandon Miles Assistant Planner RE: Letter of Response to "Jack in the Box Design Review (1-04. 001)" Permit # D04.024; Jack In The Box; 3742 S. 144 St., Tukwila, WA Dear Mr. Miles: This letter is in response to your Jack in the Box Design Review letter received by our company on March 1, 2003. An additional letter is enclosed to respond to the Public Works comments. Planning Division's Comments 1. Building Design A. As agreed upon in our meeting on February 28, 2004, in lieu of a corner entrance, the site will honor it's comer location with a garden wall, raised pedestrian plaza, and landscaping. Please see Sheet SD1.0 for these improvements. B. The landscaping on the south and west walls has been increased to provide more screening. Please see sheet L -1 for these changes. C. The building will now be clad in Hardiplank siding and thin set brick per the elevations on Sheets A4.0 and A4.1. This will be a more durable material than the one originally proposed. 2. Site Continuity with Adiacent Areas As agreed upon in our meeting on February 28, 2004 a stamped brick pattern will be used on the pedestrian pathways. These paths will be colored red to complement the bricks used in the street improvements. These pedestrian paths have been widened to 6' -0" wide. Thin set brick will also be used on the pedestrian plaza's garden wall in order to acknowledge the site's prominent comer location. 3, Site Layout We also discussed site layout in our meeting. It was agreed upon that the escape lane for the drive thru would be narrowed to allow for 2' -0" additional landscaping area. CORREC ION Page 1 of I I,,,,T R # TukwilaRaponse A - )O+oZ Z M W QQ � J U UO moo CO W W = �w w O L L U) d Z F . �O Z H-- w �5 U� CO � H w LL O: w Z CO Z Tukwila Response March 3, 2004 4. Pedestrian Amenities Please see the enclosed photo montage of the proposed pedestrian amenities. At the front of the store the pedestrian plaza will include a bike rack, seating, and trash enclosures to invite pedestrian use of the site. The planter just to the south of the pedestrian plaza has been changed to include a large tree to provide shade. 5. Landscapinq In order to ensure that the site vegetation is complimentary with the street improvement vegetation the following plants can be found on both our landscape plan and the TIB landscape plan: Emerald Green American Arborvitae, Otto Luyken Laurel, Rock Rose, and Lawn Sod. Please see sheet L -1 for these changes. 6. Mechanical Equipment Please see Sheet A5.0 for parapet height in regards to mechanical equipment placement. Public Works Department Comments Please see the enclosed response letter to the public works department from the civil engineer for the project, Pat Taitano with Barghausen Engineering. Fire Department Comments 1. Please see Sheet SD1.0 for the fire hydrant locations. 2. Please see Sheet E1.0 for notes on the new fire alarm system. Thank you for all of your help on this project. Please let me know if I can provide you with any additional information. Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. Amanda Riggs Architectural Designer Page 2 of 2 TukwilaResponse Z �z W �D ..� U UO Cl) 0; CO) W J = LD w W O. U - C �. = a. w F � F- O. Z F— w � o U O CO W W' H U. LL 0'. .. Z O ~' Z ,rte. Jack in the Box, Tukwila, WA Pedestrian Amenities Bike Rack F � Trash and Snuffer zz QZ �2 D JU UO N W= J H S2 . U. W O. J U. Q N _ d �.. W Z H F- O z F- W D p U O N O I- W W IL O w z CO z Seating GHq V�l� n V �s G tr'% Joanna Spencer City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES March 3, 2004 RE: Response to Correction Letter #1 Jack in the Box 3742 South 144th Street, Tukwila, Washington Our Job No. 11302 Dear Joanna: , nF TlikW 4 20 pFRM /TCRNr 0 4 R We have revised our civil engineering plans for the above - referenced project in accordance with your correction letter dated February 24, 2004. Enclosed are the following documents for your review and approval. 1. (4) Sets of the revised civil engineering plans 2. (1) Original Redlined Sheet C1.0 The following outline provides each of your comments in italics exactly as written, along with a narrative response describing how each comment was addressed: 1. The City requires installation of a grease interceptor sized per Appendix H of the Uniform Plumbing Code to be installed on all restaurant buildings. The grease interceptor shall be a single vault with a double baffle (refer to City of Tukwila detail SS -14). Your sheets C1.0, C1.1, and PSI.0 refer to a single baffle interceptor, while a double baffle interceptor is required. Response: The plans have been revised to include a double baffle grease interceptor (UV Model 4484 -GA). Based on the sizing requirements in Appendix H of the Uniform Plumbing Code, the required capacity is 750 gallons. The capacity provided by the proposed grease interceptor vault is 1,000 gallons. 2. Sheet P1.0, Plumbing Fixture Schedule Table, item G111, refers to a 1000 gallon interceptor, while remaining sheets C1.0, C1. 1, and PS1.0 call for a 1500 gallon interceptor. Please note that only gray water, except dishwashers, is routed through the grease interceptor. Black water shall be carried by a separate side sewer. Response: See above response. Based on the required sizing calculation, a 1,000 gallon capacity vault is proposed. We've revised the civil engineering plans and details accordingly. We've also added a note to the grease interceptor detail (Sheet C1.1) to address the exclusion of dishwashers and "black water" to the grease interceptor vault. CORRECTION LTR #� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES ♦ OLYMPIA, WA ♦ TEMECULA, CA ♦ WALNUT CREEK, CA www.barghausen.com N Z 1 Z , W' UQ w i. N U. w a = w F- _ Z F_ F_ O -Z t_ W �= U� O N .o w U. U �. Z v co F- H O Z Joanna Spencer City of Tukwila, Public Works -2- March 3, 2004 3. A permanent thermoplastic marker shall be placed on the asphalt parking lot pavement two feet outside the perimeter of the grease interceptor to alert the Fire Department not to place the outrigger (see attached detail). Response: We've revised the plans to include the thermoplastic markers at the vault as noted. 4. A catch basin shall be installed inside the trash enclosure since restaurant dumpsters have a tendency to leak. This catch basin shall be connected to the sanitary side sewer and routed through the grease interceptor. Trash enclosure bottom foundation shall slope towards the i new catch basin. Response: The trash enclosure is an existing structure and there is already an existing drain that collects any leaks or spills and discharges directly to the sanitary sewer. We are not proposing to modify the existing trash enclosure and to our knowledge are not required to provide additional or modify existing drains in this area. 5. What does the existing yard drain on the east side of the trash enclosure serve and where does it connect? Response: See the response to comment No. 4 above. We believe that the above responses, together with the enclosed revised plans, address all of the written comments in your letter dated February 24, 2004. Please review and approve the enclosed at your earliest convenience. If you have questions or need additional information, please do not hesitate to contact me at this office. Thank you. R / � ��IMr(�►l G Patrick A. Taitano, P.E. Project Engineer PAT /ath 11302c.001.doc enc: As Noted CORRECTION LTR #� A rc � NT r i t m4 -0?aF z D U 00 U 0. J U-1 w O u- ?. � = w Z� 1- O: 0 :0 F-` UJ H U: LLi Z. 0 z ,` 1111 I 1 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director February 24, 2004 Ms. Amanda Riggs Freiheit & Ho Architects, Inc. P.S. 10940 NE 33 Place, #202 Bellevue, Washington 98004 RE: CORRECTION LETTER #1 - Development Permit Application Number D04 -024 3742 South 144`" Street — Jack In The Box, Inc. Dear Amanda: 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 same time and reflected on your drawings. I have enclosed comments from the Planning and Public Works Departments. At this time, the Building and Fire Departments have no comments. Planning Department: Brandon Miles, at 206 431 -3684, if you have any questions regarding the attached memo. Public Works Department Joanna Spencer, at 206 431 -2440, if you have any questions Regarding the attached memo. 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) 433 -7165. Sincerely, i�csL'�Zig2�Cf/L Stefama Spencer Permit Technician encl ;i xc: File No. D04 -024 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax. 206 - 431 -3665 Z Z o � JU UO U J 3: N u-. w� u_ co) d �w Z �o Z �— w �5 U� ON '13 l.- w LL H —O ui Z U =. Z PUBLIC WORKS DEPARTMENT COMMENTS DATE: PROJECT: PERMIT NO: February 3, 2004 Jack -In- The -Box D04 -024 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) The City requires installation of a grease interceptor sized per Appendix H of the Uniform Plumbing Code to be installed on all restaurant buildings. The grease interceptor shall be a single vault with a double baffle (refer to City of Tukwila detail SS -14). Your sheets C1.0, CIA, and PS1.0 refer to a single baffle interceptor, while a double baffle interceptor is required. 2) Sheet PLO, Plumbing Fixture Schedule Table, item G1 /1, refers to a 1000 gallon interceptor, while remaining sheets C1.0, C1.1, and PS1.0 call for a 1500 gallon interceptor. Please note that only gray water, except dishwashers, is routed through the grease interceptor. Black water shall be carried by a separate side sewer. 3) A permanent thermoplastic marker shall be placed on the asphalt parking lot pavement two feet outside the perimeter of the grease interceptor to alert the Fire Department not to place the outrigger (see attached detail). 4) A catch basin shall be installed inside the trash enclosure since restaurant dumpsters have a tendency to leak. This catch basin shall be connected to the sanitary side sewer and routed through the grease interceptor. Trash enclosure bottom foundation shall slope towards the new catch basin. C\ Qllk + A— *lkn, ev.n *:..n ..--A .7........ 4-U— ---4- .:A— —4P 4-1... —3 —1 -- Z W UO N 0 J = H T LL w g LLQ CO) D. =w H - O Z �: 5; U� O N; o� W U _z ui 0 =; O Z �IILA, ' ... O y City of Tukwila J 3 W es . _.-4 19 w p EOM From: RE: Date: Steven M. Mullet, Mayor Department of Community Development Brandon J. Miles, Assistant Planner � r� / 1 D4 -024 February 23, 2004 Steve Lancaster, Director Planning is not approving the above building permit for the following reason(s) 1. Design Review approval must first be given before issuance of building permits. FYI: Any modifications that are made as part of the design review stage may also require resubmittal of building plans. The two plans must match. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 9 Fax: 206 - 431 -3665 0 Z U� 1.) O C o; CO) W' W = 0W w O' J �. W" z� 0 , 01 2; W W `. U L .. Z: W U N. Z 10940 EIT & HO WA 98004 P:425.827.2100 F:425.828.6899 TRANSMITTAL via DELIVERY Ms. Lumb, Please find attached the above information. If any questions arise please feel free to contact me. Thank you! Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. Aman a Riggs Ar chitect u ral rchitect ral Des! e CC: File �0 4 - o Z z d Z w : wm� D, (30 (j) o; CO) uj� .w CO) LL w o' LL S2 D m a W 0 z I-- W . uj . _ 0 w CO: DATE: JANUARY 21, 2004 TO: CITY OF TUKWILA - DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD., TUKWILA, WA 98188 ATTN: CAROL LOMB, SENIOR PLANNER RE: JACK IN THE BOX #8365 — 3742 S. 144 ST, TUKWILA, WA PROJECT NUMBER: 03.231 WE ARE SENDING YOU: [I] COMPLETED APPLICATION — BUILDING PERMIT A [1] CHECK FOR 1,191.94, PLAN REVIEW FEE [4) SETS OF CALCULATIONS — STRUCTURAL, MECHANICAL, LIGHTING [4] SETS OF DRAWINGS THESE ARE TRANSMITTED: rlrAcelveo 4 FOR YOUR APPROVAL JAN 2 FOR YOUR USE AND INFORMATION 2004 XX FOR REVIEW AND COMMENT PERMIT REMARKS: Ms. Lumb, Please find attached the above information. If any questions arise please feel free to contact me. Thank you! Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. Aman a Riggs Ar chitect u ral rchitect ral Des! e CC: File �0 4 - o Z z d Z w : wm� D, (30 (j) o; CO) uj� .w CO) LL w o' LL S2 D m a W 0 z I-- W . uj . _ 0 w CO: �ir Q Structural ❑ ACTIVITY NUMBER: D04 -024 DATE: 05 -12 -04 PROJECT NAME: JACK IN THE BOX SITE ADDRESS: 3742 SOUTH 144 STREET Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 afte permit is issued DEPARTMENT. 5 3 r elf Buil ing Division Public Works L�. 6 , Pla Wing Division Ln Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete (� Incomplete ❑ Comments: DUE DATE: 05 -13 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 71structural TING: Please Route Review Required REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ❑ No further Review Required ❑ DATE: APPROVALS Ok CO RRECTIONS : DUE DATE: 06 - 10 - 04 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routlng sllp.doc 2 -28 -02 z * z �W Q 2 JU 00 Cl) J = F— DW W �Q c �. = �W z� f-- O z 1_ LU 5 U� CO_ W �O •z W U O z AdOO ®8000 11IN83d PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -024 DATE: 04 -12 -04 PROJECT NAME: JACK IN THE BOX SITE ADDRESS: 3742 SOUTH 144 STREET Original Plan Submittal _Response to Incomplete Letter #,_ X Response to Correction Letter # 2 Revision # afteribefore permit is issued DEPARTMENTS Building Division ❑ Fire Prevention ❑ Plan irig D Public Worksws U ,� Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 04 -13 -04 Complete Ef Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7"Structural TING: Please Route Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.da ���� ��® ���� z -Za.oZ pE DUE DATE: 05 -11 -04 Not Approved (attach comments) ❑ z �w JU UO CO J= H S2 LL w w? co =) =w H z� �o z�_ w w U� o F- wW u. O .z w co z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -024 DATE: 03 -04 -04 PROJECT NAME: JACK IN THE BOX SITE ADDRESS: 3742 SOUTH 144 STREET Original Plan Submittal _Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after /before permit is issued DEPARTMENTS: Bull Fire Prevention ❑ Planning Division 21 Public WorksJ... Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 03 -09 -04 Complete [i� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RROTING: Please Route Structural Review Required REVIEWER'S INITIALS: LN APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: ❑ No further Review Required DATE: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ PingJZ PW PL Staff Initials: 60 Documents /routing sllp.doc PERMIT C O O R D COPY 2 -28-02 DUE DATE: 04 -06 -04 Not Approved attach comments I pP ( ) z Z. �w JU U Co o J = NLL w 9 - LL Q � = �w Z zO W w U� O- D H- W u" O z W co O z PERMIT COORD CO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -024 DATE: 01 -21 -04 PROJECT NAME: JACK -IN- THE -BOX SITE ADDRESS: 3742 SOUTH 144 STREET X Original Plan Submittal Response to Correction Letter #_ _Response to Incomplete Letter # Revision # after /before permit is issued DEPARTMENTS: 11-3 -q Awo Buildi visi n IN Fire Prevention Public Works a.;.Id I -10 "L ( Ptructural El DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete CV Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Pla NI g i�n Permit Coordinator DUE DATE: 01 -22 -04 Not Applicable ❑ TUES /THURS ROUTING: Please Route 9 Structural Review Required REVIEWER'S INITIALS: ❑0 APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: v , Departments issued corrections: Bldg ❑ Fire ❑ Ping � PW Staff Initials: -- DUE DATE: 02 -19 -04 Not Approved (attach comments) Documents /routing sllp.doc 2.28 -02 PERMIT COORD COPY .�', . " .. ❑ No further Review Required DATE: z �Z '~ W � 2 JU UO Cl) CO Lu J = S2 U_ wo J LL Q =d �W z w 2 5 U O N. off W w. T_ �O z W N H �. O z PROJECT NAME: , ��QlG Fy 7 PER.kAIT NO% Site Address: 3 H T(e -- Or. -lal Issue Date: Y-06 REVISION LOG tpiease print) Revision No.. I Date Staff Received Initials I Date .. Issued Staff Initials I I � Summary or Revision: Received 11 - Received By: " Revision ` No... I l Summary of Revision: Date Staff Received I Initials I Received By: (please print) Date Staff Issued I Initials (please Revision Date Staff Date Staff No. ` Received 11 - , Initials I Issued I, Initials m i Summary of Revision: Received By: ease print) Revision Date No. f Received Staff I Initials Date Staff Issued t Initials Summary of Revision: Received By: z �Z �W �U UO N 0 CO) LU J = F- �LL W L L �D = �W z M P �O z )- 25 U� O N, WW LL O d z W CO O ~ z AICS MICRO COM SYSTEMS LTD. ATTENTION ❑ The next image may be a duplicate of the previous image. Please disregard previous image. ❑ Please disregard previous 2 images. `` 7 ❑ Please disregard previous 3 images. sK ❑ Other: Z H W W� J U' U O co) 0 W= J N LL: W O LL d H =. Z� F- O Z F- U O N 0 F— W U! U- O iii Z; U (n . H � O Z PROJECT NAME: Site Address: 37Y� � °`` 7 (e - -- REVISION PER MIT NO:. Or,, Issue LOG ' Z `�- 6r2�' Date: -! z© -Qy Revision' No. ` Date I Staff Received Initials I Date Issued Received By ( Staff ` Initia Is Summary of Revision: Received Bv: (please print) (please print) Revi sion No. Date I Received Stair I Initials Date I Issued Starr I Initials I � I Summary of Revision: I Initials I Received By (please print) Revision Date Staff Date Staff No. I Received I Initials I Issued I Initials Summary of Revision: Received By: (please print) 0 z Z Uj D UO U) 0 C0 w J = H WLL WO LLQ C0 = �W Z t` F— O z !— LU5 U ON 0 !— W HP �O z U= O~ z (please print) t City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 ri'•(`Fi z � 5 + \ JJL1i �T Y h Y 4 J 4'' fF � r, Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, five, etc. Date: �J 2 / D Plan Check/Permit Number: ) ZO S Oa V ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # g [ Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 3 idJ 14E r,� # j l0 5 Project Address: 7 9 2- �j _ j 14 `t I �fi iz Et Contact Person: tk r - 10 ", Phone Number: 'j�25 ' 8�S 7 � Z � � Summary of Revision: J yt W 4- / / 4 e - f eL 1 S t P7 5 17 4 i AF e z �z W WD JU 0 0, CO W J CO) LL W O LL N = W z� �O w 25 U0 CO Q F- W UJ CY �O ui z U CO O z 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. Date: 5 5 _ 1, 1 ...Plan Check[Permit Number: 1�6L � Responsf to Incomplete Letter # E] Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: 174 �X Project Address: Contact Person: Phone Number: C1 ?� - 7 c JO d Summary of Revision: PO r-- !o e6NDM dl -l- S' ON D o tJgK )eF- 0 v r Ie-5 - S 2� V r SFD C) A6 . 5 H , I -W.o 6 tQ,( ss,o �I.0 A�Ea .o Q CoNr'T, P-Ey s- (-.I -. z '~ w JU UO 0 wi CO u- WO J u- a N D = a �w z H 1- O z w �5 U � O �. • o E— wW u. O. w z W z `s..� 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. Date: 4/ / - 64 Plan Check/Permit Number: -D t j4 - oz Response to Incomplete Letter # Response to Correction Letter # (] Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: 7 &4 1 o ?m 0 Project Address: 3740 S. izI4 -S % ti 7art�th. , �G1 /L�,y/,fi Z14114 Contact Person: �LV6t p,4 Phone Number: �O 7 - 0 Summary of Revision: !vim/ _ l � i /�� .:iW �s � � � Lim► l � �► ! 1 OF ` ryT! &- //V /,S tL7 Ge l/1 L LaWI)I0, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 154� dr Entered in Permits Plus on S/'%2 - e 4 1 08/06/03 z J- w ,J U UO Cl) wLLJ CO) U. w O. U . cf) = F. w z F- O Z M- w U o O- o E-, w w. Z. CO) O z 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. Date: ...Plan Check/Permit Number: 77u4 - (J2 [] Response to Incomplete Letter # Response to Correction Letter # / Revision # after Permit is Issued EJ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Addr ss yZ J J 11-14711 /A171V idx, AWD W14U'11 -i uIW- Contact Person: -1h1th'x1P14 U(� Phone Number: ( /,L) Summary of Revision: .0� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Ur Entered in Permits Plus on 0 - V , � I C� 08/06/03 z �Z w Q d : 2 JU UO 0 CO �LL wO J LL Q CO = F - w z F- I- O z I- W5 U� O N o�- wW HP �O ..z w Co O F " z � J �,Wiu• w,, S J Igoe CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district 4;� PERMIT NO.: J[•J ;Part Wn•..To, by applicant's Site address (attach map and legal description showing hydrant location and size of main): WA This certificate is for the purposes of: ❑ Residential Building Permit ® Commercial /Industrial Building Permit ❑ Preliminary Plat ❑ Rezone Estimated number of service connections and water meter size(s): ❑ Short Subdivision ❑ Other Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): W * 9W1 , rte -1GT t-A . �a Owner /Agent Signature Date er . a "R � ;- .1.. art B. To beYcom Meted' ti "• watlit iiistrict>; fii � ,..+ �: •���•�•� �� ,i�.1x �� � ,'. ;�.;�- � " °� =i .� (:..I",� ��.,!.. •�:! •,.. , ., .p %.. Y � uti .y. .i K.., t;; '"4� 1. The proposed project is within k-'�" CIL i lit "` (City /County) 2. GD- improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provid d and will be available at the site with a flow of 0 -� 4 ^ gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project [� Acceptable service cannot be provided to this projec unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. Agency /I? one „ Z _ � By Date \applications \water availability (7 -2003) Printed: 9 -16 -03 A" CITY Of TUKWILA Permit Center /Building Division: Community Development Department 206 - 431 -3670 Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206- 433 -0179 Tukwila, WA 98188 Planning Division: 206 - 431 -3670 Z �Z ~ W o 2 WV UO N to W J F- CO LL WO U- C0 = a �W ZF- F- O W ~ W U� O �. 0 I— WW H � U- .. Z W co Z :. �A erit/Contact,.person' if Name: Name: Address: Address: , / 9 LSO M 45 . Lr . Phone: Phone: L4 Q5 a�O V h L 42S) 5 aFu) '692 This certificate is for the purposes of: ❑ Residential Building Permit ® Commercial /Industrial Building Permit ❑ Preliminary Plat ❑ Rezone Estimated number of service connections and water meter size(s): ❑ Short Subdivision ❑ Other Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): W * 9W1 , rte -1GT t-A . �a Owner /Agent Signature Date er . a "R � ;- .1.. art B. To beYcom Meted' ti "• watlit iiistrict>; fii � ,..+ �: •���•�•� �� ,i�.1x �� � ,'. ;�.;�- � " °� =i .� (:..I",� ��.,!.. •�:! •,.. , ., .p %.. Y � uti .y. .i K.., t;; '"4� 1. The proposed project is within k-'�" CIL i lit "` (City /County) 2. GD- improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provid d and will be available at the site with a flow of 0 -� 4 ^ gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project [� Acceptable service cannot be provided to this projec unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. Agency /I? one „ Z _ � By Date \applications \water availability (7 -2003) Printed: 9 -16 -03 A" CITY Of TUKWILA Permit Center /Building Division: Community Development Department 206 - 431 -3670 Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206- 433 -0179 Tukwila, WA 98188 Planning Division: 206 - 431 -3670 Z �Z ~ W o 2 WV UO N to W J F- CO LL WO U- C0 = a �W ZF- F- O W ~ W U� O �. 0 I— WW H � U- .. Z W co Z ❑ Certificate of Sewer Availability OR . .. A ' 1 14816 Military , mto mouth P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Po 46 ct ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose, of Certificate: ,,.-0 Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi- Family,,❑ Commercial ❑ Other Applicants Name:...w. t'lt:.k i tv ��� y.:%; x. Phone: Property Address or Approximate Location: Tax Lot Number: Legal Description(Attach Map and Legal Description if necessary): Part B: • Be Completed by •- 1. 0 a. Sewer Service will be provided by side sewer connection only to an existing size sewer d A, ' - feet•from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ❑ a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ y • U � a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1 st) King County/METRO Capacity Charge: Currently, $1826.04 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by i(ing Co /Ni etro without notice.) b. Easements: ❑ Re wire ❑ . Ma be Required c. Other: L-� � cr�s�. Y e f t' r �� s t�� r - Tv\ k t,. Act I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. By Title Date C)04 • .. -rte .. 1� �4t851. GY�?! t;!? Y ,+.Rr?k!s«nE+4�'r..niaa+hx:c`a' 9H6a' At�4fArr: hf4frYtn.' a' zhc ;xx „ n ?Cn+n:.•.nwems3W..•r:,., r.s n.. ..,.... I' Z Z � JU U V) o co W J = H S2 U_ WO LLa UD = F _ w z H- O w �5 U� O co OF- LU LIJ LL —0 ui Z co O Z ... - .. .. -- ... '. . SardiSOGNI Q , �"rr`'. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. LEGEND & ABBREVIATIONS MARK 8E -CONY - PIFC F TU IKIPJ I LA, INA CONSTRUCTION 1;tEESIJBI 411rlrAL rwvv .�%.. 1-91% . v %w1wwr..ww w w.� ■ ■lanwv WWI v. V..y w..1-$ . ww.w�n.wvr A.i.V� ■/'NwVry 6�v ..w.v�.� do KITCHEN DRAWINGS. a A AM M T. QUARRY IU A.B. ANCHOR BOLT RAD:OR (R) RADIUS A.C. ASPHALTIC OONCREIE REMM`. REff ORCEI ENT INDICATES SHEARWALL LOCATIONS A.CJ. AMMERK;AN mu1E ACP ACOU511C CEEBIG PANEL &C. SAW -CUT JOINT INHERE NO CONDUIT OR PIPING WILL A.D.A.A.C` AMEMCANS MMTH ACT SM. SCHIMU E BE PERMITTED T4 PENETRATE SILL A.F.F. AbOW F FLOOR SK SHEET OR TOP PLATE. SEE PLANS FOR ALUM. ALUMI IM SM SHEET METAL ADDITIONAL NOTES. A.P.A. AMERICAN PLYWOOD ASSOCIATION SM.S MI METAL SCREW A AR '�1. ABRASIVE QUARRY TM.E � C ,( S) 9QU �AT , �(g) BATT INSULATION A.&TAL S AM SAN SOCIETY FOR IESIN�G Sa pL SQUARE INCH FOOT Bwc BLOCKM�lG AFT. �A D RIGID INSULATION B BEAM S CT. S TEEL e as SOP TOM OF JOIST SIUSP. susPENOt•:D BUR BUILT UP ROOFING SYM. SYMMETRIC GYPSUM BOARD BOTT. OR (B) BOTI MA C CO NDUIT LINE D C � LINE ( THM�. IHIacNESS ��►� CERAMIC AND QUARRY TILE JOMIIT ( COLD � G T�� NAIL T.aB. 'roP OF F001= PLYWOOD C.M.U. 80� MASONRY UNIT T.O.F. C �� T.Oi.Pt TOP OF PLATE OL �� , 7.0.5` TOP OF SLAB V COIB�. COM�ECTION T. CONCRETE OO WALL :. I�fST. ' CONST. Jr. COW RKXI= JOINT u.e.G UNIFORM B�IILDINC CODE CONX CO�OUS U.O.N. UNLESS NOTED MASONRY COMP COMP ' C.T. CERAMMC ir VERT. OR M VERTICAL V.VLQ VOM DOUBLE ASPHALTIC CONCRETE PAVING DD OR . DEQW W yNTFI DNA. OR • DIAMETER. WOOD o D �1 rLC�B. � RESISTANT GYPSUM EARTH GRADE DR , 000R WT. rNEIa�T Dw&(S) DRAWING(S) WwM. VELM VwE MESH SAND BASE FA EACH �-=Et ELECIRICAL CONTRACTOR EL.� ELEVA?K� E.N. EDGE NAL E.&Q � OF COUNTER EQ. OR = EQUAL KITCHEN ROOM NAME F.S. EACH SK 110 ROOM NUMBER �'. EXPANSION F.D. FLOOR DRAIN FFDN. FOUNDATION F.F. FLOOR 128 INTERIOR FINISHES FF.C% OT GLASS FK FINISH F.N. FIELD NAL F.O.B. FACE OF BEAM 100 ITEMS SUPUED BY OWNER F•a FACE OF JOIST F.O L FACE OF M F.O.P. FACE OF P F.O.& FACE OF STUD F.R.P. FIBERGLASS REINFORCED PANEL _ 00 EXTERIOR MATERIAL / FINISH F.S. FLOOR SAC M EXTERIOR COLOR FM F007MIIiG QQGE 1 C8 (� G4C. S CO NTRACTOR 4 A7.0 2 INTERIOR ELEVATION GALV. G.L GALVANIZED MTON GLB. GLUE- LAMINATED BEAM H.D. HUB DRAIN HM HEADER 2 DOOR SYMBOL H"GR. HOT. . ( KY) HIEIGHT HI METAL HORIL OR (H) HIORIZONTAL H_%L HIGH SIRIDGM BOLT A SHEARWALL / ANCHOR BOLT SYMBOL K INCH we INFOR"71ON INV. Jr. OR JMT. Jaw .e OR �I.O.� JO Jock In "M ON I L 1 FOOTING SYMBOL aST. ,UOw L ANGLE I& Olt LONG 2 DETAIL NUMBER MAT MAC \ A7.0/ SHEET NUMBER MAX MIA�IM DOLT 111111C. M ISCELLANEOUS- 1 WALL SECTION NUMBER / ELEV. NO. MEHI MMES PER HOUR S�0 SHEET NUMBER IN.P.S\ MODULAR PANDAWARD SY M M.3111 . MLAIM Sw111OM BOARD MIL METAL Na Olt (0) NUMBER 1 BLDG. SECTION NUMBER Nr.T.E WT 10 lGILE Aa0 SHEET NUMBER as ON CENIU aF.C.I. CATER RMIN E M OP1M0. W11ILW= /MTALIEa 1 REVISION swam P.C. PLA10110 Coll I Ron P. LAM III 11C LIMMMAIE at PAIVAA M (MAIM) ELEIIATION/dATUM MARK �R t PR. PAM PIF LAR PO 1 !0. POOR PB POLII� Pat !0. MAI BUILDING DEPARTMENT NOTES FIRE DEPARTMENT NOTES PERMS SBPARA T E U1RED FOR: cj\� REQ S(MEC14ANI WfLECTRICA ��� �; \ k. 1 O r , Cs 'if GAS PIPING CITY OF �+nIVILA BUILDI DIVISION a �.. _ K 13 _C \ R. f ' �� . _. _ k.L � �11 I .� I�AC E T /� O /�( • i T CO C• '� .. ' w-, . � ■OUT P■ ',^ � 1 L CF ='a,��..A BUILDING DIVI,.,...J• 1, 7 E: Its VKL REOUPS A NEW PLAN SUBWTYAL #.�, j war R== ADDROOL KAN RE" M t VICINITY MAP F' ITE COPY erstand that the Plan Check �`pr� I and subject to errors and omissio an d plans does not authorize the opted code or ordinance. ea VAT - R ad �,S copy of approved 0 ! �' .11_ tract �► _ / ,/ Date Permit No n • HEALTH DEPARTMENT NOTES CONSULTANT INFORMATION SHEET INDEX M TAL or n OUTS) CIA W-1 SDIA OR a SD2.1 SD3.0 L1.0 L2.0 DI SABLED SITE_ PLAN SIZE DETAILS SITE DL�'TAILS SITE SURVEY D DETAILS A1.0 FLOOR PLAN AND GENERAL NOTES A2.0 REFLECTED CEILING PLAN A3.0 ARCHITECTURAL ROOF PLAN A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A5.0 BUILDING SECTIONS A6.0 WALL SECTIONS A6.1 WALL SECTIONS A7.0 ENLARGED FLOOR PLAN do INTERIOR ELEVATIONS A7.1 INTERIOR ELEVATIONS A&0 SCHEDULES A9.0 DETAILS A9.1 DETAILS A9.2 DETAILS D- D&O DECOR ELEVATIONS SCHEDULE DECOR DETAILS SM UCTURAL S1.0 FOUNDATION PLAN & GENERAL NOTES S2.0 ROOF FRAMING PLAN S3.0 UPPER ROOF FRAMING PLAN S4.0 FOUNDATION DETAILS S4.1 FRAMING DETAILS S5.0 FRAMING SECTIONS �S5.1 FRAMING DETAILS P1.0 ARCHITECT: P2.0 TOM SPAM JIM PIERSMIG P3.0 FAT A NO AROIWC1% M P.S. ADVANCED S'TRWTURAL CONCEPTS P3.1 10940 IE 33 RD PL., SUITE 202 10940 NE 33 RD PL. ON 202 P4.0 08 1 EVM Wk 98004 Wk 425 -- 827 - 2100 425- 889 - 2189 P5.0 M1.0 In I . a .�` ho 11 3 :r r BELLEVUE, WA. 98004 KENT, WA 98032 I HI. 425 -462 -9441 425- 251 -622'1 1 H1.1 CIA ENGINEER; PAT TAITANO LANOMMAPE . KEN LOWY BAR HAUSEN CONSUL.IMIG MAMA STREET DESIGN 18215 72M AVE. S` 110 7M AMOM N KENT, WA geo32 EDMaM WA. 99020 42251 -6222 425- 771 -4809 LEGAL INFORMATION OWNER: JACK In the BOX Inc. (J.I.B.) BUILDING ADDRESS: 3742 S. 144TH ST. LEGAL JURISDICTION: CITY OF IUKWILA MUNICIPAL CODES: 1997 UBC W/ WASH. STATE AMMENDMENTS. GROSS BUILDING AREA: 2,625 SQUARE FEET TOTAL. SITE AREA: 21.020 SQUARE FEET SEATING: 60 SEAT'S (INDOOR) PLANNING ZONE: NEIGM00RI100D Ty COMMERCIAL (NCC) �0�;CUPANCY: A -3 TYPE OF CONSTRUCTiON: V -N PARKING RE4UIRETEN71 1 STALL PER 50 Sa FT. OF USABLE FLOOR AREA. PARKING PROVIM 10 FACES NUA MC ONE VAM AMM LE fIMOCAP PAN= STALL. AENIMMIii TEN IMUMt W STALLS PIIWM if am I O - PAN= EA10T WIN MIQIMS CE'Tl�t, ESI A E1.0 E2.0 E2.1 E&O E4.0 E&O E E7.0 E&O K1.0 K K2.0 K2.1 K K3.1 S_.1 SP1.2 SCHEDULES WASTE /VENT PLAN GAS/WATER PLAN KITCHEN SlUBOUT PLAN ISOMEIWC /SCHEMATIC DIAGRMIS DETAILS MECH�ANICAt MECHANICAL SCHEDULES MECHANICAL PLAN HVAC ROOF PLAN MECHANICAL DETAILS KITCHEN HOOD DETAILS KITCHEN HOOD DETAILS 1:1 PC ELECTRICAL SITE PLAN SITE PHOTOMETRIC PLAN ELECTRICAL PANELS AND SCHEDULES ELECTRICAL P OWER PLAN KITCHEN STUBOVT PLAN ELECTRICAL LIGHTING PLAN ELECTRICAL ROOF PLAN ELECTRICAL DETAILS POS PLAN AND DETAILS HME INTERCOM SYSTEM ELECTRICAL PANEL & SCHEDULES KITCHM KITCHEN EQUIPMENT PLAN KITCHEN DIMENSION PLAN KITCHEN E T ELEVATIONS KITCHEN EQUIPMENT ELEVATIONS KITCHEN EQUIPMENT SCHEDULE KITCHEN EQUIPMENT SCHEDULE SPECIFICA IN GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS STRUCTURAL SPECIFICATIONS PLUMBING SPECIFICATIONS MECHANICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS ... .r. .... .. r• "�+.» .�. . ..�..i�w..t.'l�.rl...fwn. -..... ........ w .r..y..�..F"'h'.R'wVl..'�.•� *+U �. �.y..�....�..�. -. .. ... -.. ..I"� -r•.. .. �.�� «-.. w.- w" A.Wr�.MJ�.t- ... #.Y.�'.'.V -'A..r . -.. M MY PL CENTER ono DEPARTME 1330 BX" AVENUE SAN CA 92123 lm Jock in to Boer ire The" d"r&k qtr and sp*cft*tbn we the qty of A* In the I= Inge � OW " net be OOPW or IP10dull"I 1 M 10"t Its Prow" "ten oonernt. RELEASE: AUG. 5, 2002 P.M.(JB ONLY 05 12 -31 -02 PERMMT• 1 /14/04 1/2 COTISTRUC7I01� 3/15/0'4 Lj fir_ r�, 3; ■ TS12 REGISTERED ARCHITECT ..-- '� #OVACXR STATE OF WMSMINGTON I& InAa W TYPE: CONVERSION A 8365 A[: 3742 S. 144TH STREET TUKYWLA, WA DRAM BY: SCALE: NOSE LE tMEET TS 1.0 I , MARK 81E -CONY - I(FIC FREESTANDING *P8365 T U KW I LA, VVA I 1F.FZ1 417r FZ1ES1U13111 LEGEND &ABBREVIATIONS AM KIM WMGEND & ABBREmATIoNs oNaw. SITE, PLUMBING, MECHANICAL. ELECTRICAL de KITCHEN DRAWINGS. ! Nq Q? p1AWtY III,E • AT AB. ANCHOR BOLT RA0.0R (R) NADNlS IlG ASPHKIIC CONCRETE NERF. RFIi+ORCEAQIT _ INDICATES SHEARWALL LOCATIONS A.C.I. AIEIiK.Iw oONCREIE NS117RIlE AM ACOUSTIC CEILING PANEL SG SAW-CUT JOINT WHERE NO CONDUIT OR PIPING WILL A,D.A.A.G AMERCANS I ACT sm. �9 �pULE BE PERMI7IED TO PENETRATE SILL A.F.F. AM FINISH FLOOR � SIMILAR OR TOP PLATE. SEE PLANS FOR NaIY. IWMMI111Y SM SHEET ZETA ADDITIONAL NOTES. A.P.A. AIEIM!'.Iw PLYWOOD AS9opAlloN 91S S METAL 9piEw ~T A pL A��1�EC71�t QUARR 1M.E SPEC(S) fig) SQUAW GATT INSULATION A.S.T.M. � SOCIETY FOR 'TESTING 9q, N. SQUARE INCH BLK'G BLOCKING S�ID. � FOOT RIGID INSULATION B BEAN � S R 1CT. S�IIMJC'iURAI 8.0..1. BOTTOM OF JOIST SUSP. SIlSPE1�ED BIIR BUILT UP ROOFING S11IL SYIMEIRK'.AL GYPSUM BOARD � OR (B) �� c o �ora�r� inw. 7EwroWn (�E�xAnW) CERAMIC AND QUARRY TILE � CE1�111110U5 BAtycFR 0 BOARD T! G 11 �! GROOVE Gll CONTROL dOMlT OOtD � CEILING ` JOINT) T�O.B. � � BEI1M 1CP OF PLATE PLYWOOD � �lE YA901rtY UNIT T.TT.O.F. TOP OF FOOING 0 Pl. T.0 S. TOP OF SLAB CIONQ O fl- NCREIE T.QNL TOP OF WALL COOL CONNECI CONCRETE p011ST. COI STRUCTM TIP. T SAL OONST. Jf. C0115'liglC110N JONT U.B.G IIIFCNII BUILDING CODE CONT CONTINUOUS uan. UNLESS on+eaRrrsE Kohn MASONRY cow � ' VE V. C. Olt M LLAOYENIG VIOUCAL ASPHALTIC CONCRETE PAVING DEC. � �� D Il OR * DEGREE wb. mom KB. ON. DIMENSION G MATER DISTANT GYPSUM EARiH GRADE D � w( � ��S) Wft wo N/1E AESH SAND BASE EA. EACH EC. ELEC'IIMCAI CON7RAC1GN E.F. EXfI FACE EL EIEVA110p E.N. EDGE NAIL E0.G EDGE OF OOIJN1Qt / EDGE OF EQUIPMENT IQfCFEN ROOM NAME I.& Olt Ep I�SDE 1101 ROOM NUMBER EW• DV F.D. FLOOR ORMI FDN. FOIJIDA710N F.F. FINISHED FLOOR 128 INTERIOR FlNISHES � �T 6u►55 FIN. FINISH F.N. FIELD NAL F.01L FACE OF BEAM Q�)ITEMS SUPUED BY OWNER F.Qd FACE OF ,101ST F.O.AI. FACE OF MASONRY F.O.P. FACE OF POST F.QS FACE OF S11A F.R.P. FBER6LASS RpiORCkU PANEL EXTERIOR MATERIAL / FINISH F.& FLOOR SINK e Op EXTERIOR COL Te. OR F F GG G043lIIOOIARACI0R 4 A7.0 2 INTERIOR ELEVATION GALV. GALVANIZED G1 GALVANIZED IRON GL9. fill- LAIAIAIED ffAY H.D. HUB DRAIN HDR. HUM O 2 DOOR SYMBOL iDNI HAf1DNAlE HGT. Olt (HT) HEIGHT ILIL FIOLLOw METAL FIpUZ p! (IQ FIOItlWNTAI F1.S.B. FNI 51RFHGIN BOLT OA SHEARINALL /ANCHOR BOLT SYMBOL IN. Npi i0. INFOIMU1110N IN11. INVERTED Jr. OR a1L JOINT I FOOTING SYMBOL, apt 11,s. Jock 1M soK be,. POUNDS L ANGLE t�Q.�� LO DETAIL M1A19ER MAT. MMEIUAI A7.0 SHEET NUMBER MAIL MAMM M.l. MIICl1E BOLT AtZZ MEZZANINE Iwl. 1 WALL SECTION M1M9ER / ELEV. N0. M Mwft 11 Mtn �E1tN0uR 90.0 SHEET lAIMBER M.P.S. 11100ULMt ►MEI�QAIb S113IEY Il.i,1111 . MAIN 9M 1CN mOAp 111E AETK 1 9LDG. SEC110N MJMBER I� Li� � N 7C/IIF M.0 SHEET MJM9ER Oam ONAtAC10R INiT111im ap0. OrEl�10 1 REVISION SYMBOL P.C. OONIRAC101 'R` LM PLAN wC UMw111! qt ►MAU/Ml PL" ELEVAl10N/bA1lJM MAW Rti110� �l � � /R. PAR /S P0M /!R K f00R /!. R!t !0. IIC11 BUILDING DEPARTMENT NOTES SEPARATE PERMIT REQUIRED FOR: MECHANICAL ELECTRICAL LUAABING GAS PIPING Ci11f OF TUKIMLA BUILDING DIVISION I wwerstan'that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. CA r� Ely Date Permit No. - 4-- - wn 0 7. X& Cv � -E TO MAC �s +' �+1f�O S arm' FIRE DEPARTMENT NOTES HEALTH DEPARTMENT NOTES u � a � as lots CONSULTANT INFORMATION ARCHITECT: NO! SPAOR FAIT & H0 ARCHI'm TSB MIS. P.S. 10940 w 33 w PL., SUITE 201 4 "M 10 M.E.P. ENGINEER_ ALEX ABOSSEIN ABOSSEIN 1844 1141H AVENUE NE BELLEVUE. WA. 9M 425 -462 -9441 1:1 Si 01 J. M 3. l ► :: . a .;. SURVEYOR: t V"AM GLASSEY, P1.1 BARGHAUSEN OONSUL7110 mawffln- W. 18215 72ND AVE. S. KENT, W A n2 EPARATE PERMIT AND ' APPROVAL REQUIRED KEN LONEY MAIN STREET DESIGN 110 I= AMW N E DMONM 990Q:iD CIVIL GINEEEL PAT TAITANO BARGHAtM COOMIMIG R IGN ED, W' =5 72ND AVE S. , KENT. WA 9®O�T2 425 - 251 -6222 VICINITY MAP LEGAL INFORMATION SHEET INDEX (TOT/1L Of 72 SHEETS) I ag� _ o e I N "� WD EPART " ME NT 1 CIA 1 CONSTRUCTION NSTRUCTION NOTES AND DETAILS 1 W1.11 asAei.eu SITE PL s. 01 SITE DETAILS 502.1 SIZE DETAILS 3. SIZE SURVEY 1. DECOR =D1.0 DECOR PLAN AND NOTES D2.0 DECOR ELEVATIONS do SCHEDULE D&O DECOR DETAILS 111 , 7 _ 1 . S1.01 FOUNDATION PLAN do GENERAL NC S2.0 ROOF FRAMING PLAN S3.0 UPPER ROOF FRAMING PLAN S4.0 FOUNDATION DETAILS S4.1 FOUNDATION DETAILS S5.0 FRAMING SECTIONS S6.0 FRAMING DETAILS P1.0 ARCHITECTURAL AO.0 DEMOUTION PLAN A1.0 FLOOR PLAN AND GENERAL NOTES A2.0 REFLECTED CEIUNG PLAN A3.0 ARCHITECTURAL ROOF PLAN A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A5.0 BUILDING SECTIONS A6.0 WALL SECTIONS A7,0 ENLARGED FLOOR PLAN do INTERIOR ELEVATIONS A7,1 INTERIOR ELEVATIONS f A&O SCHEDULES A9.0 DETAILS A9.1 DETAILS A9.21 DETAILS DECOR =D1.0 DECOR PLAN AND NOTES D2.0 DECOR ELEVATIONS do SCHEDULE D&O DECOR DETAILS 111 , 7 _ 1 . S1.01 FOUNDATION PLAN do GENERAL NC S2.0 ROOF FRAMING PLAN S3.0 UPPER ROOF FRAMING PLAN S4.0 FOUNDATION DETAILS S4.1 FOUNDATION DETAILS S5.0 FRAMING SECTIONS S6.0 FRAMING DETAILS P1.0 SCHEDULES P2.0 WASTE T PLAN P3.0 GAS /WATER PLAN P&1 KITCHEN SIUBOUT PLAN P4.0 ISOMETRIC/SCHEMATIC DIAGRAMS P5.0 DETAILS K1.1 MECHAI�NCAL M1.0 0 MECHANICAL SCHEDULES M2.0 MECHANICAL PLAN M&O HVAC ROOF PLAN M4.0 MECHANICAL DETAILS H1.0 KITCHEN HOOD DETAILS H1.1 KITCHEN HOOD DETAILS ELE CTRIcu ES1.0 ELECTRICAL SITE PLAN ESI A SITE PHOTOMETRIC PLAN E1.0 ELECTRICAL PANELS AND SCHEDULES E2.0 ELECTRICAL POWER PLAN E2.1 KITCHEN STUBOUT PLAN E3.0 ELECTRICAL UGHTING PLAN E4.0 ELECTRICAL ROOF PLAN E5.0 ELECTRICAL DETAILS E6.0 POS PLAN AND DETAILS E7.0 HME INTERCOM SYSTEM E &0 ELECTRICAL PANEL do SCHEDULES OWNER: JACK in the BOX Inc. (11.8.) 8lILDING ADDRESS: 3742 S. 144TH ST. K1.0 KITCHEN KITCfIEN EQUIPMENT PLAN K1.1 KITCHEN DIMENSION PLAN LEGAL JURISDICTION: CITY OF TUKIIMLA K2.0 KITCHEN EQUIPMENT ELEVATIONS MUNICIPAL CODES: 1997 UBC 1111/ WASH. STATE AMMENOMENTS. K2.1 KITCHEN EQUIPMENT ELEVATIONS K3.0 KITCHEN EQUPMENT K3.1 KITCHEN EQUIPMENT SCHEDULE CROSS BUILDING AREA: 2,x25 SQUARE FEET *MC 1rATK TOTAL SITE AREA: 21,020 SQUARE FEET SP1.0 GENERAL SPECIFICATIONS SP1.1 GENERAL SPECIFICATIONS SEATING d0 SEATS (INIOOOR) SP1.2 GENERAL SPECIFICATIONS PLANNINNIG ZONE: NEIL WWOOOD OOMMIlNNTY COIbANERgAL (NCC) Z. STRUCTURAL SPECIFICAMM 3. PLUMHING SPECIFICATIONS OCCUPANCY: A -3 4.01 MEC HANIICAL SPECIFICATIONS 5. ELECTRICAL SP'ECIFNCATIONS TYPE CIF CU1167RUC7ICIN1: V -N PARKING REQU11lE1r&7rT5: 1 STALL PER SO 90. FT. OF USA91.E FLOOR AREA, PARIOW F R P 10 VAaES MCLUOM OK VAN AiOCE E II�M�CAP rl PAN= STALL. I A lC 1111,11),11M IA�t W STIILCS PIIWAM 1N91a01 IIIIOCAL PARIM EDIT M1M IIoPMC Cart. - - .rr;w�ny�a+t. �. +N.�!�rw •.�..,_ ..q/r. ....•. ^!' .,Fk�r •71�• .. �.� .Mr.. -�" ,r„_. •, • ,,.,,w,� h..-.. .�, •.nw . ..r.s.lR..•nwsr.• rFw. �,.. f: . .._... . �,..'�. -.. +r,�w,�... . ... .. .ww.w w.r. .-. o.r,. _. « i �• 9330 N" AVENUE SAN KOM CA 92123 C 109 Jock in TIN Ow bt 1how dro�riro• and •O.eMeotim we t o �r�wty of time In ti» � b: without " or•vklus Witten Consent. RELEASE: AUG. 5 2002 P.M.(JO 01&Y� J2 12 -31 -02 pER�NT; 1 /14/04 O: 1/27/04 CONS, JCTM 3 11 newie�io�na 1 1 1 B it o v! CL 06Z - AMR dtQ �Ifal"1110tj0A W TYPE: CON VERSION A it 8365 ADDRESS' 3742 S . 144TH STREET TUKWLA. WA ORAwi BY: Jam_ SCALE: NOTE M SHEET TSSI 60 w RECEIVED UJ cxrr OF Tt JkW I mr UJI 4 pEi"T � uj:r tyu Cie U a . 111111 a NEW lw •uee 9 6 1 I IAFZIK 8EF= -CONY - IKFC; FREESTANDING $t8365 T lu IKVVI LA, VVA PERMIT SET LEGEND & ABBREVIATIONS ALSO REFER TO LEGEND Ao A813REVIA110NS ON dNL. SIZE, PLIMIBING, MECHANICAL. ELECTRICAL d� KITCHEN DRAWINGS. ! NO at alNtltY TILE • AT AG A�SPII� 11C00NgElE qE�� (R) 1�1�01lCf1E1IT _ INDICATES SHEARWALL LOCATIONS A.C.I. A1fJdc,AN oONCAEIE Nsmu1E ACP A0011311C Cf11iG PANEL SG SAW-CUT .gMIT WHERE NO CONDUIT OR PIPING MIN.L AA.AA.R M TM NI� ACT ypm, SCHEDULE TTED BE PERMI TO PENETRATE SILL AC OFS31111.1 OR TOP PLATE. SEE PLANS FOR A�iINi. alw � F � � 57�EE ADDITIONAL NOTES. AP.II AIEIMW PlrwooD ASSogA101 91s 9EET METAL 9pIEw ~ A p � 111R�� TILE � �� X GATT INSULATION AS.LM. A I FOR TESTING 90. N. SQUAW NQI BLK'C g BaiC SIX FT. ST Ip� LOCI RIGID INSULATION a�'"i. e W& s�mucr. K aoA eornai OF Jo�sr soap aUSPENDEa OM. OR ae (e) s�onor RooFr�c m sn�twx f . � GYPSUM BOARD M p, � CONDUIT � C 11E TOP CERAMIC AND QUARRY TILE can' BACKER � � G IOENALt ptOOVE � dOrli (COLD CEILM T.QB. TOP OF SAM CLIL aim �lll/J PLYWOOD � MASONRY UNIT LO�.P�I. 7�0 � PLATE - COWL. CONCRE T.QS ldP OF 9118 CONCRETE COW. CONE.C110q TV LQw. �� WIHL � COW. 'R JOINT U.B.G UIiORM BULOMG 000E CONT minim U.OjL UNLESS 011E]tUSE NOTED MASONRY cam �f �OpIP �I YERT. OR (1� VERTICAL V.M.G NIYL MALLOOYOiNlB ASPHALTIC CONCRETE PAVING DEL � 011A. O • IM1. MOOD EARTH GRADE Du L D� O.B. � RESISTANT GYPSUM DOOR �(s� w�w� ��am wlE MW -�=- sAwo BASE Lt ELECIRICAL ooNm EF. EACFI FACE EL 8E1IAllp! E.N. mCE NAIL / E0.G EDGE OF Eq�1�T KITCHEN ROOM NAME Ls EQUAL, 110 ROOM NUMBER EXP. EXP ANSION F.D. F100t DRAM FDN. FOINDA110N F.F. FNSIfD F100R 120 INTERIOR FINISHES � �T CLASS FI1. FNSIi FJI. FF1D NAIL F.QB. FACE OF KJW 100 ITEMS SUPUm BY OWNER F.O.d FACE OF J06f F.O.Y. FACE OF YA901NtT F.O.P. FACE OF POST F.O.S. FACE OF SND F.R.P. I A95 RWORCm PANEL e EXTERIOR MATERIAL / FINISH FS fLAOR 9fK M TOR COLOR F�1 C. Fl�O D EXERI NIG f B. 1 � BOiAAD QQ 00EERAL 0011RAC70R 4 A7.0 2 INTERIOR ELEVATION GALV. GALVANIZED QI. GALVANIZED 11011 CLB. O111E- LAINIM0 SAY ILD. 1#B ORMI HOIL O2 DOOR SYMBOL FDA FIA�IIDM IIIE HOT. pt (NT) NIT 1�' At QQ HOITA�L � H.Sl. NQI SIIEIIQIM lOIJ OA SHEARWALL /ANCHOR BOLT SYMBOL N. INCH /i'0� lf+01M1A110N X111. o11EIt'IFD Jr. Olt (JOT.) .IONS D FoonNC SYMBOL, sae ,u.e. �ti r» e. ML L ANGLE UIL Olt LIL I= 2 DETAIL NUMBER MAT. YA1Elrlll A7A SHEET NUMBER 1M1L WNMlY Y.�. MACIM 111OLT 1im AEaNK MIN. A/MU1 � WALL SECTM Mgt / ELEV. No. WN an M HOUR \ �O KPA sr�r M Moou�� p NOioNO sni M.s& ww Ana+ roman ern. rttK No. on Mint t 6LDC. SECTION MJM9ER Kts. rat To acKt M.0 SlIEET MlA19ER O.C. ON C01�1E�1t � O�f.C�. �p�11RIN710t /ATAIM �IIQ` aDuIC 1 REM" SYAAM ►.G pu� Op11R11C1� ' R ` Lm M�� C L/�111R At IINAlip1 SAM) ELEVA101/bA7lM MAID( FUi110. R UK Flt PAIR p01lm COI a 100T BUILDING DEPARTMENT NOTES FIRE DEPARTMENT NOTES l VICINITY MAP ..- l .y.�. y .. » . wyry. ww�rwM y.+r -u• .. -r!. tl- -.♦ w ..., . .....� .. .. .. 0000 .,„, R .,. tr .. ...w.. � ..• 0 . ,�.. �,.. .. ... .. �.. -- - ..+� -w•+. r .. _. .. ..r.. - HEALTH DEPARTMENT NOTES A.,,. OoJ* *gnaw- CONSULTANT INFOR ARCHITECT: TOIrI SPADER Fmm i A M AwNTECTS M P.S. 10 10 w m RD PL.. SUM 20Q AVM W& m4 47 -2100 SHEET INDEX TS1.0 TITLE SITE .o CIA SITE dc ururr Pow 7 7 001NSTRucrar Notes AND a SITE (TOTAL OF 72 SHEETS) so�.o so�.l soh PLAN asAeLEO 97E Pow Bozo DEMOUTION PLAN A1.0 sDV STE oErALs SD3-01 27E SURVEY LANDSCAPE DECOR D1.0 DECOR PLAN AND NOTES 020 DECOR ELEVAIIaNS & SpiEDIJIF oao DECOR DETAILS ARCHITECTURAL AO.0 DEMOUTION PLAN A1.0 FLOOR PLAN AND GENERAL NOTES A2.0 REFLECTED CEILING PLAN A3.0 ARCHITECTURAL ROOF PLAN A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A5.0 BUILDING SECTIONS A6.0 WALL SECTIONS A7.0 ENLARGED FLOOR PLAN INTERIOR ELEVATIONS A7.1 I INTERIOR ELEVATIONS A&O SCHEDULES A9.0 DETAILS A9.1 DETAILS A9.2 DETAILS DECOR D1.0 DECOR PLAN AND NOTES 020 DECOR ELEVAIIaNS & SpiEDIJIF oao DECOR DETAILS M1.0 R V_L I b@U M2.0 (ILEX ABOSSBN It KiIAM GLASSEY, P.L.S. M&O ABO 1�141H AVENUE 1 A-TM1G MIS M4.0 18115 72ND AVE. S. BEUEVE, WA. 9M KENT, VA Naas H1,0 425..402-W1 425 - 251-4= H1.1 4 - ;T a r ►: 2 � 1 oz 3 L 1�'_ 71 ' 01 .r 1 UNDSCAK KEN EDDY MIAMI STREET DESIGN 110 11#ID AVEIOJE N EDM01� WA. 98M , ,5-m -� STRUCTURAL S1.0 FOUNDATION PLAN & GENERAL NOTES S2.0 ROOF FRAMING PLAN S3.0 UPPER ROOF FRAMING PLAN S4.0 FOUNDATION DETAILS S4.1 FOUNDATION DETAILS S5.0 FRAMING SECTIONS S6.0 FRAMING DETAILS PLUMBING PS1.0 GREASE INTERCEPTOR PLANT P1.0 SCHEDULES P2.0 WASTE T PLAN P&O GAS 71ER PLAN P3.1 KITCHEN STUBOUT PLAN P4.0 ISOMETRIC EMATIC DIAGRAMS P5.0 DETAILS M1.0 R V_L I b@U M2.0 (ILEX ABOSSBN It KiIAM GLASSEY, P.L.S. M&O ABO 1�141H AVENUE 1 A-TM1G MIS M4.0 18115 72ND AVE. S. BEUEVE, WA. 9M KENT, VA Naas H1,0 425..402-W1 425 - 251-4= H1.1 4 - ;T a r ►: 2 � 1 oz 3 L 1�'_ 71 ' 01 .r 1 UNDSCAK KEN EDDY MIAMI STREET DESIGN 110 11#ID AVEIOJE N EDM01� WA. 98M , ,5-m -� • CITY OI: TOKWU APPROVED APR 192004 AS Nth I LD DI NG bfm ES1.0 ES1.1 E1.0 E2.0 E2.1 E3.0 4.0 E5.0 LEGAL INFORMATION E°•° _.- mo OWNER: .LACK In the BOX Inc. (J.I.B.) BUILDING ADDRESS: 3742 S. 144TH ST. LEGAL JURISDICTION: CITY OF TL4CW ,A MUNICIPAL CODES: 1997 UBC W/ WASH. STATE AMMENIDMENT& CROSS WILDING AREA: 2.625 SQUARE FEET TOTAL 517E AREA: 21.020 SQUARE FEET SEA7M 60 SEATS (IN)OOR) PLANNNNG ZONE: NEIGHBOAHM ooMM«IwTY oOMMERaAL (NVC) OCCUPANCY: A -3 T1fPE OF OONSTRUCTM V-N PARKING TS: 1 STALL PER 50 34 FT. OF USABLE FLOOR AINIEA. PAIIM 10 FACES WMAIM CINE LIMN ACCEW NAMW PIIA STALL I�M�Iii IMBED IAA OF STILLS Flo 'D� lal IM INCIL FMMI [AXW IM som comR K1.0 K_ KZO1 K�2.1 K&O K3.1 SP_.0 SP_1.1 5_.2 SP2.0 3sP`O SP 4 MECHANICAL MECHANICAL SCHEDULES MECHANICAL PLAN HVAC ROOF PLAN MECHANICAL DETAILS KITCHEN HOOD DETAILS KITCHEN HOOD DETAILS ELECTRICAL ELECTRICAL SITE PLAN SITE PHOTOMETRIC PLAN ELECTRICAL PANELS AND SCHEDULES ELECTRICAL. POWER PLAN KITCHEN STUBOUT PLAN ELECTRICAL LIGHTING PLAN ELECTRICAL ROOF PLAN ELECTRICAL DETAILS POS PLAN AND DETAILS HME INTERCOM SYSTEM ELECTRICAL PANEL & SCI IEDIJLES _KITCHEN KITCHEN EQUIPMENT PLAN KITCHEN DMrIENSION PLAN! KITCHEN EQUIPMENT ELEVATIONS KITCHEN EQUIPMENT ELEVATIONS KITCHEN EQUOMENT SCHEDULE KITCHEN EQUIPMENT SCFIEDULE SPECIFICATIONS GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS GEPIER& SPECIFICATIONS STRUCTURAL SPECMATIONS PLLJMMG SPEWWA11ONS MECHANICAL am%&ICAIRONS i m l A .. wYw_r:- .�YI.tI.��n rM14. 0,000 .. .uF�/F�.��.�'�wY� \�Y�MI/tiw.r r 1iIM�.• I..l.• 00-00 ,.�...... -. ..�..�.....�, , s..+► �+ ..�r..++��...� r rw err w I •. F� �+ .7 ►� C • . Y V X330 N" A M SAN a 92123 O ­ .r •� r a�!.1 rwwrt M. M.N�w �wrlw wMwe IRFASE AM 5 2002 PAL(A OXYk 05 12 -31 -02 pow: 1/1 4 4 wk •pv'�wr �� ♦ ♦ �� 3 o6Z o u uj U =W nm BY F ' ALTH ED PwoR uj TNT PLAN VAILABLE ;PECTIOH. U- F E 9 1"' 7 .044 Tl7.F -KIhK3 r��-• � 111 4 j c� . J N( M- CONVERSION JB 8385 ADDRESS 3742 S. 144?H STREET 1lJKrMLA. WA DRAW BY: AfiR 9CAlE; NOTE TITLE SHEET TS1 60 t 1 Is r0201 SURIIEYClR'S NOTES 1. THIS "ALTA /AGSM LAND TITLE SURVEY" IS IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /AGSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND MAPPING IN 1999. 2. THIS DRAWING COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS FOR A TWO --FOOT CONTOUR INTERVAL AND DRAWING SCALE OF 1 " 20'. UNAUTHORIZED ENLARGEMENTS MAY EXCEED THESE STANDARDS. 3. HORIZONTAL DATUM IS NAD 1983 (91), BASED ON INFORMATION PUBLISHED BY THE CITY OF TUKWILA. WE HELD CITY OF TUKWILA (COT) MONUMENT NO. 1925 FOR POSITION AND A BEARING OF NORTH 0714"05" EAST TOWARD COT NO. 461. 4. VERTICAL DATUM IS NAVD 1988, BASED ON INFORMATION PUBLISHED BY THE CITY OF TUKWILA. BENCHMARK IS COT NO. 19; FOUND PK NAIL W/ PANEL AT ENTRANCE TO APARTMENT BUILDING, SOUTH SIDE S. 140TH STREET AT 38TH AVENUE S. ELEVATION = 289.01 FEET. 5. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 46442A, DATED AUGUST 28, 2003. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS. INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 6. PROPERTY AREA = 21,003 t SQUARE FEET (0.482 t ACRES). 7. THIS PROPERTY HAS LEGAL ACCESS TO PACIFIC HIGHWAY SOUTH AND SOUTH 144TH STREET, SHOWN HEREON AS PUBLIC RIGHTS -OF -WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS, OR LACK THEREOF, AS SHOWN ON THE SURVEY. 8. TAX PARCEL NUMBER ON THE SUBJECT PROPERTY IS: 152304929507. 9. ZONING: NEIGHBORHOOD COMMERCIAL CENTER (NCC), TUKWILA, WA. 10. CURRENT MINIMUM BUILDING SETBACKS: 12' FRONT (TUKWILA INTERNATIONAL BOULEVARD); 5' SECOND FRONT (S. 144TH ST.); 10' REAR; 10' SIDES MINIMUM PER THE CITY OF TUKWILA MUNICIPAL CODE. PLEASE CONSULT THE CITY OF TUKWILA MUNICIPAL CODE FOR FULL PARTICULARS. 11. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO BUILDING CORNERS AT POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE.) 12. STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HEREON ARE AS THEY ARE MARKED ON THE GROUND. OTHER PORTIONS OF THE SITE NOT MARKED ARE ALSO USED FOR PARKING VEHICLES. 13. FLOOD ZONE DESIGNATION = X, AREA DETERMINED TO BE OUTSIDE OF 500 -YEAR FLOODPLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP, ( "FIRM') NO. 53033CO960 F, COMMUNITY NO. 530091, (CITY OF TUKWILA). PANEL NO. 0960, SUFFIX F, EFFECTIVE MAY 16, 1995, KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ( "FEMA'). 14. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 15. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 3, 2003. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER AND NOVEMBER OF 2003. 16. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET). 17. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE- SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332 -130 -090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS. 18. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF FOODMAKER. INC.; JACK IN THE BOX, INC.; AND FIRST AMERICM TITLE INSURANCE COMPANY. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY N M*ff EXPRESS RECERTIFICATION BY BARGHAUSEN CONSULTING ENGINEERS INC AND /OR THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS HEREON. CIVIL SITE AND UTILITY PLAN • _ IF r 7 r • FlAlk "NO OUTRIGGER LARDING* CROSS HATCH TO BE PLACED ON 4' NTERMALS AND LETTERING TO RE A MAIN. 2e IN HQGHT. MARKERS TO BE HOT APPLIED AND SHALL EXTEND 2' OUTSIDE PERNrIf.IER OF VAULT n■n. LMt WI LAO I NW) WM 0 11W'P111L.1 CIE VVLK 6' MIN. (MATCH EXISTING) CRS SURFACING OVER 12' MIN. (MATCH DMTMNG) CUSS B BAW RUN GRAVEL CONTRACTOR SHALL BE FULLY FOR OIDTANONG PERMITS FROM THE WASHIINGTONN STATE DEPARTMENT OF NATURAL. RESOUWES FOR ROAMMNG AND REPLACING ALL SURVEY M00UMMATION THAT MAY BE AFFECTED BY CONSTRUCTION ACIMTY, PUR&W TO WW 332- 120. APPLICATIONS MUST BE COMN'LETED BY A REGISI LAND SURVEYOR. APPLJCATKIINS FOR PERMITS TO REMOVE MONUMEWTS MAY BE OBTAINED FROM THE WASH IMM STATE DEPARTir1ENT OF NATURAL RESOUI OR BY CONTACTING THEM! OFFICE BY TELEPHONE AT (300) 902 -1190. WASHI1GI STATE DEPARTMENT OF NATURAL RESOURCES LAND SURVEY OFFICE 1111 WASHIIGION STREET S.E. P.O. BOX 47000 OLYM PIK W09611ON ON04-7000 UPON COMPLETION OF CONSTRUC1 ALL MONUMENTS DISPl ACED, AEIMOVED, OR DESTROYED SHALL BE REPLACED BY A IlEifiISTERED LAND SURVEYOR. AT THE COST AND AT THE DItECT10N OF TIC CON1101ACTCK PURSUATIT 70 11 'SE RE0ULJ1110NS. TIC APPRtTPRMTE FRS F REPLACEMENT OF SIB MONIJ NTATION SH LL ALSO K THE OF TW 001411W91 SATE PLAN PRT'AP OM TYPE II CATCH aASNN (� EXISTING WATERMAIN ----------------------- ETASTING FK HYDRANT t PROPOSED TYPE I CA'T'CH BA'SMN a z DQSTING WATER VAILVE � EX6 MNG TYPE N CATCH 9ASIN 0 PROPOSED WATERMAII w E 0-STN�NG TYPE I CATCH BASIN PROPOSED FIRE HYDRANT , �.N � 9 J PROPOSED WINTER MIILVE N PROPOSED STORM WARM LINE 8 a � Z W PROPOSED SPOT EMOTIONS ENST'MrG STORM DRAM LAIC - - - - - - - _ - - N EXIST SPOT ELLEN 10NS PROPOSED SANITARY SEWER LANE PIIOPOMM SWTARY 58181 MANFNOLE ENS it>MG COKTOIJIlS - 100 PINOWSED C01170 1�r����'������• PROPOSED SAICARY 301E31 CLEANOIIT EXIS a &VOTANIY SE1181 kVMHOLE P�oP�osEO LIGHT PAEMEWT EXISTMiIa S WARY 9E18t LN E ..._ _... ,..� _. • • •• M• •• • + • •.• • ���. • LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE QUARTER OF SECTI0IN 15, TOWNSHIP 23 NORTK RANGE 4 EAST. W.M.. IN KMNG COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGM lm AT THE 1 IIERSECII OF THE NORTH LNG OF THE SOUTH 20 FEET OF SAID SUBOMSION WITH THE WESTERLY RIGHT'-OF-WAY UIE OF PACFIC HIGHWXY SOUTH; THENCE NORTH 20' 13' 20' EAST ALONG SAID WESTERLY RIGH r-OF -WAY LANE 134.16 FEET To THE NORTH LN E OF THE SOUTH 151.54 FEET OF SAID SUINDMSION (AS MEASURED ALONG THE WEST LNNE THERE; THENCE NORTH 87 35' 33" WEST ALONG SAID NORTH LANE 184.27 FEET TO THE EAST UNE OF THE WEST 356.70 FEET (AS MEASURED ALONG THE SOUTH UN F) OF SAID DiE NCE SOUTH 02' 14' 27' WEST, 131.54 FEET TO SAID NORTH LMT OF THE SOUTH 20 FEET OF SAID SUBONISION� THENCE SOUTH 8T 35' 33" EAST ALONG SAID NORTH LINE 141.62 FEET 70 THE POINT OF AEG NN ING; EXCEPT THAT PORTION THEREOF CONVEYED To THE STATE OF WASHNNG'TID N FOR ROAD PURPOSES BY DEED RECORDED UDDER REWRDMNG NO. 9512140574. CUT -100 C.Y. R-L -100 C.Y. LOA 52!1 ; ' 44 01 • N ICEX OF % G 1 � C1.0 CIVIL SITE AND UTILITY PLAN C1.1 CONSTRUCTION NOTES AND DETAILS PS1.0 GREASE INTERCEPTOR PLAN Thc sc plant. have bccn revic,ved by the T'itblic \\ 17epartment for conformance with current f i i v -�t andard - Acceptance is subject to errors and rmi«ions which do not authori7c violations of i,ior;cd standards or ordinances. The responsibility . . the adequacy of the design rests totally with the c o6zne.r. Addi :ions, deletions or revisions to these drawir,zs after this date will void this acceptance anal will require a resubmittal of revised drawings for ,uhsequent approval. I: i nal acceptance is subject to field inspection by the Public %'arks utilities inspector. Dace: BY' d t, [G,0+ d ig Ala P 5e? "'.7 - - o wo f lrwr pr4eN ff FWal Vjfdr- P$W j wr Imer 0&wex A40 11 cnr O APPRWfi APR 19 ?ppS As NorEo 0 "'�D�1" � �"� aA" A%W SAN DEC CA IM23 0 1999 Jock in the BOX Inc. WOW@ drw#*" and a�olAoetla+a W 00 M Jai ft Ir Ms gW �t M MOM n or prMMNr A - 0 out Ifr /raft» wlttan arrant. dates PA(J8 ONLY): PERMT: W. CONSTRUCTION: ���t�vED r.�ry �F TI 1Kwrt a J PERMIT CENTER site information MK TM A # 8365 ADD S. 144TH ST. & INTERNATIONAL BLVD. CITY OF TUKW ILA, WA ORAwN 81F PT SCAIE 1•.20' CM N I t , AM UTL" FILM C1180 v ci M M 0 N N F- N 0 N V'1 N O N L x 0 0 CL 0 N CIA I v N a Q 0 c N 0 c a� 4 .r c: C4 c C 1 c r C C C� lr= 4 4 A29N MAP t a z Lai 2 Ii.. N Z N N w � 00 N P... Z 0) W m N P%. 3 to l) �.N � 9 J 00 W ,d- � �- Y ...►►.�► 9 t . OAF.* 8 a � Z W S tl G N Q ���t�vED r.�ry �F TI 1Kwrt a J PERMIT CENTER site information MK TM A # 8365 ADD S. 144TH ST. & INTERNATIONAL BLVD. CITY OF TUKW ILA, WA ORAwN 81F PT SCAIE 1•.20' CM N I t , AM UTL" FILM C1180 v ci M M 0 N N F- N 0 N V'1 N O N L x 0 0 CL 0 N CIA I v N a Q 0 c N 0 c a� 4 .r c: C4 c C 1 c r C C C� lr= 4 4 A29N MAP CONSTRUCTION NOTES AND DETAILS CITY of T"LA I. ALL IMORK AND MATERIALS SHALL BE IN ACCOROiMICE WITH THE 11AINQARD SPECIFICATIONS FOR ROAD, BRI1M AND MIUNKVAL CONSTRUCTION.' WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBIJC WORKS . WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CI7Y OF TUKWILA ENIGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION LS IN PH M al ESS. 3. R SHALL BE THE SOLE RESPONSM ITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERM115 PRIOR 70 ANY CONSTRUCTION A nvn IN CITY RIGHT -OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY THE CITY OF TUKWILA ENGINEERING DEPARTMENT (133 -100) MUST BE CONTAC10 FOR A MEETING. 5. ALL LOCATIONS OF DQSTUNG UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHIED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD BE APPROXIIrIATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT 94OWN HEREON WHICH MAY BE AFFECTED BY THE 11MPLEMENTATIONI OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE 1- 800-- 422-- 5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SMALL BE NrIMEDI MY CONTACTED F A UTILITY CONFLICT ExISM 6. THE SWTARY SEWER SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WENCH ARE ON FILE IN THE CITY OF TUKWILA - DEPAR ENT. ANY DEIAATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE AGENCY PROPER 7. ALL NEW SANITARY SEWER LN S SHALL BE SEALED OFF AT THE DuS W TRUNK CONNECTION POINT UNTIL ALL UPSTREAM CONSTRUCTION IS COMPLETED, CLEANED, TESTED, L 4WED, AND ACCEPTED BY THE CITY OF TUKWRA. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED FROM PIPE PRIOR T'0 OPENING SEAL S. MANHOLES AND LIDS: A. ALL TYPE I - 48 -INCH MANHOLES SHALL BE CONSTRUCTED PER WSWT /APWA STANDARD DETAIL B-23k WITH ECCENTRIC CONES. B. ALL MANHOLES SHALL HAVE A MINIMUM DROP OF 0.10 FEET BETWEEN INVERTS. C. ALL MANHOLES NOT IN PAVED AREAS SHALL HAVE LOCKING LIM D. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL MANHOLE TOPS TO MATCH FINAL. ASPHALT ELEVATIONS AND GROUND ELEVATIONS IN LANDSCAPED AREAS. ?9. SEINER PIPE, BEDDING, AND TRENCH COMPACTION: A. ALL SEWER PIPE SHALL BE ONE OF THE FOLLOWING; AS DESIGNATED: 1. P.V.C. CONFORMING M A.S.T.M. S -3034, SDR 35. 2. DUCTILE rRON, CLASS 50, CONFORMING TO A.w.W.A C151. 3. PIPE MAY BE ANY OF THE ABOVE PROVIDED: el PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND B WHERE A PIPE MATERIAL IS SPECIFIC ILLY SHOWN ON THE PLAN THAT MATERIAL MUST BE USED. 4. MINIMUM PIPE COVER AT MANHOLES SHALL BE 8.0 FEET AND 5.0 FEET BETWEEN RUNS. B. PIPE BEDDING SHALL BE A.P.WJI TYPE o r WITH MATERAL CONFORMING lO SECTION 9- 30.7A(2). C. TRENCH BAiCKFILL SHALL BE COMPACTED TO MINIMUM 929 DRY OPTIMUM DENSITY PER A.S.T.M D- 1557 -70 (MODIFIED PROCTOR) PRIOR Tn TESTING SEWER LINES FOR ACCEPTANCE. 10. SIDE SEWER LATERALS: A. SIDE SEWERS SHALL BE 6-INCH MINIMUM DIAMETER AT 2.09 MINA UM SLOPE. B. SIDE SEWERS SHALL BE TESTED FOR LEAKAGE AT THE SAM TIME THE MAIN UK SEWER IS TESTED. tF NOT TEST TOGETHER, PROVIDE TEST TEES AT SEWER MAIN CONNECi'IONS. C. BUILDINGS W� TER TFNW 10 UNIT R SHALL BE SERVICED BY ONE OF THE 1. DOUBLE 6 -14CHI DIAMETER SERVICES CONNECTED TO TRUCK BY STANDARD TEES OR INTO MANHOLES. 2. SINGLE 8-INCH DIAMETER SERVICE WITH CLEANOUT. CONNECTED 70 TRUNK INTIO MINT LES MY, (ALTERNATE CONNNE�CTlON METHODS ARE DEPICTED ON PLANS.) D. ALL LATERAL CONNECTIONS 70 SEWER MANS SHALL BE MADE WITH A WYE OR SWEEPING TEL 11. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEM SHALL BE IN ACCORDANCE WON THE A.P.W.A STANDARD TIONS, SECTION 61 -3.02, INN EDITION. 12. WHENEVER SEWERS MUST CROSS UNDER WATER MANN THE SHIALL BE LAID AT SUCH AN ELEVATION THAT THE TOP OF THE SEWER LANE IS AT LEAST 36 INCHES OEM THE BOTTOM ON THE WATER MAIN. 13. BUILDINGS SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY SANITARY SEWER PIPE. 14. PRIMER 70 OCCUPANCY, THE DEVELOPER SHALL GIBMIr 10' WIDE SANITARY SEWER EASEME'NT'S 70 THE CITY OF TUKWILA. 15. CLEAINOUTS SHALL BE PWVIDED AT THE RIGHT -OF-'WAY LINE FOR LA75MLS ENTERING THE PUBLIC MBCHIT- OF- 11111II1Y. cm OF AP P ROVED APR 19 2004 _ AS Notfu sun-DINO Q ►VFSs(�y dates 24" MIN DIA LOCKING FRAME & COVER: STANDARD C.O. FRAME AND RELEASE: GAS TIGHT. HS -20 LOAD CAPACITY AND 0.67 MIN. DIA. COVER. SET FRAME IN CEMENT GROUT. Px(je Om yL . . EED,I RNA SEWER" (3 PLACES) SCREW IN CAP p,33" RIM EL =303.31 IN RIM EL =303.41 RIM E1 =303.41 PERMIT: ADJUST TO GRADE 6" MIN. . STANDARD C.O. FRAME AND COVER. �� /��'' /� /j ��' /� /! CONCRETE PAD `\,� \/ BID: DIA. SET FRAME IN CEMENT GROUT. • SCREW IN CAP IV ;� CONSTRUCTIONS 1 p p 8 L + ' ' JOINT SEALANT 1" DEEP CEMENT CONCRETE 4 V c; 0.75 1 STYROFOAM ALL AROUND CLASS 5 (1-1/2) • revisions ' MIN. CEMENT CONCRETE ® la /m DESIGN 2 -3" VENT PIPE TO 8 " NON- SHRINK CLASS 5 (1-1/2) 0.50' VENT SYSTEM TO PROVIDE DIA. GROUT 6" DU. C.O. � 1 MIN. Q 4I71Q4 PLIN "a REV PO DRAI TO GREASE TO - - � � � � " , � (STRAIGHT 'T RISER) » JOINT ' D� STYROFOAM ALL AROUND Q I N ET - , WP ICAL ?l �, " ?-7 I N L �• 2 - NOTE: II I . EL =299.5 NON - SHRINK CAST IRON RING AND COVER U 6" LIQUID LEVEL OUTLET REQUIRED FOR All CLEANOUTS 0 GROUT NON- SHRINK I I " 11 . 1 1 , IN PAVED AREAS. GROUT 6 MIN. DU. _ 6" MI 1 EL =299.5 6" DUI. C.O. Q PRECAST CONCRETE VAULT TYPICAL ELBOW 1 79 -2 " (STRAIGHT "T" RISER) COAT INTERIOR WITH COAL ' -10" I I • . I I 4' -2" TAR EPDXY. SEE GREASE WATER 11 I I 2 6 11 INTERCEPTOR NOTE #4 DEPTH U NON- SHRINK U GROUT 1 0 on 10 A " TYPICAL J 1� ... ELEVATION= �• «4 : �• •� ' �; ..6 �•iK'. .. ,r � ....rr.•••�it' v. � r t�.'.Z+ ' • h`• ♦• t:+ .j• �'. r �. w y • +.. NON-- SHRINK GROUT 12" MIN. COMPACTED AROUND BOTH SIDES SLOT DEPTH PEA GRAVEL 4» 6' -0" 3' -0 SECTION VIEW AA 9' -0" CLEAR ACCESS OPENINGS 5 • - 0 " A PLAN VIEW \-SLOT SIDES A 3 1 SANITARY SEWER " PRECAST CONCRETE TANK (4484 - GA) NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH f = 4500 psi 2. REBAR: ASTM A -615 GRADE 60 3. MESH: ASTM A -185 GRADE 65 4. DESIGN: ACI-- 318 -83 BUILDING CODE ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNGERGROUND PRECAST CONCRETE UTILITY STRUCTURES" 5. LOADS: H -20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY do INSTALL ALL PIPING do SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS, IS ROUTED THROUGH THE GREASE INTERCEPTOR. BLACK WATER SHALL BE CARRIED BY A SEPARATE SIDE SEWER. DESIM DATA: COMMERCIAL. KITCHEN WITH DISHWASHER MAX. SEATING COMPACTEY: 50 HOURS OF OPERATION: 11 AM - 9 PM SASE TRAP SI WG CALCULATK)N& NUMBER OF MEALS WASTE FLOW RETENTION STORAGE LIQUID PER HOUR X RATE X TIME X FACTOR CAPACITY 50 X 5 X 1.5 X 2 m 750 Col. USE 1 < 1000 Gol. (ACTUAL GREASE INTERCEPTR VOLUME) f M : 1 .. 1 OFFmAt%a "I I_Ww_l_lNvM6wl I DETAL WHOLE VAULT W/ 1 DOU NOT TO SCALE • SANITARY SEWER cLEAniour DETAIL NOT TO SCALE -2 4.tG.c4 �? � DEPAR ?MEN ?� 233Q BAL" A%W SAN K(A CA IM23 C 1999 Jock i the Box Inc. lh. rr.�nM. ale Ao.11en " w. « Jwc% .N t m w m ew " .w .r �M ..,Mw w rr.b.w "Kh" Ibr Ir IL � V) X V aJ NON- SHRINK z 0 V) 0 c LLI Z cc n N C4 GROUT BOTH SIDES a Cq Go 0) to 00 �y I I P. 3 Ul) 10 z z 04 N J 00 W . , 0 u nry OF � a W / V PERMIT CENTEk -,� - 0 1 woo information co 1 0 n W TYPE: RECAST DMDER JB f N M 0 AIDDRESS: 4 E S. 144TH ST. PLAN VIEW \-SLOT SIDES A 3 1 SANITARY SEWER " PRECAST CONCRETE TANK (4484 - GA) NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH f = 4500 psi 2. REBAR: ASTM A -615 GRADE 60 3. MESH: ASTM A -185 GRADE 65 4. DESIGN: ACI-- 318 -83 BUILDING CODE ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNGERGROUND PRECAST CONCRETE UTILITY STRUCTURES" 5. LOADS: H -20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY do INSTALL ALL PIPING do SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS, IS ROUTED THROUGH THE GREASE INTERCEPTOR. BLACK WATER SHALL BE CARRIED BY A SEPARATE SIDE SEWER. DESIM DATA: COMMERCIAL. KITCHEN WITH DISHWASHER MAX. SEATING COMPACTEY: 50 HOURS OF OPERATION: 11 AM - 9 PM SASE TRAP SI WG CALCULATK)N& NUMBER OF MEALS WASTE FLOW RETENTION STORAGE LIQUID PER HOUR X RATE X TIME X FACTOR CAPACITY 50 X 5 X 1.5 X 2 m 750 Col. USE 1 < 1000 Gol. (ACTUAL GREASE INTERCEPTR VOLUME) f M : 1 .. 1 OFFmAt%a "I I_Ww_l_lNvM6wl I DETAL WHOLE VAULT W/ 1 DOU NOT TO SCALE • SANITARY SEWER cLEAniour DETAIL NOT TO SCALE -2 4.tG.c4 �? � DEPAR ?MEN ?� 233Q BAL" A%W SAN K(A CA IM23 C 1999 Jock i the Box Inc. lh. rr.�nM. ale Ao.11en " w. « Jwc% .N t m w m ew " .w .r �M ..,Mw w rr.b.w "Kh" Ibr Ir IL o ll C17Y OF TUKWILA, WA MAIM BY: PT T1 0 SCALE: 1 " =20' C a c -J � 1 OFEAW 1 v. ....' w�. �Ml�.. l. �Il..* A�.�.I...n/1'!� .• ..�r"�.IMY�..11... Mr. +n...�, •_._.� �.....� � V) X V aJ o z 0 V) 0 c LLI Z cc n N C4 Z a Cq Go 0) to 00 �y I I P. 3 Ul) 10 z z 04 N J 00 W . , 0 u nry OF � a W V) V PERMIT CENTEk site information co 0 0 n W TYPE: JB f N o ll C17Y OF TUKWILA, WA MAIM BY: PT T1 0 SCALE: 1 " =20' C a c -J � 1 OFEAW 1 v. ....' w�. �Ml�.. l. �Il..* A�.�.I...n/1'!� .• ..�r"�.IMY�..11... Mr. +n...�, •_._.� �.....� � V) X V aJ o i G O O 0 c r fV v CL 0 u nry OF � a V) PERMIT CENTEk site information 0 n W TYPE: JB f 8365 M 0 AIDDRESS: E S. 144TH ST. do INTERNATIO W BLVD. o o ll C17Y OF TUKWILA, WA MAIM BY: PT T1 0 SCALE: 1 " =20' C a c -J � 1 OFEAW 1 v. ....' w�. �Ml�.. l. �Il..* A�.�.I...n/1'!� .• ..�r"�.IMY�..11... Mr. +n...�, •_._.� �.....� ,s =W;Cjj __ - 36 1 � .� v a m M V aJ o i G O O r fV ,s =W;Cjj __ - 36 1 GENERAL CONDITIONS ORAL CONIRACTOR SHALL NOTE THAT ALL WM TO BE DONE SUCH AS EXCAVATION,' II S, CAIS90N.4 WALLS► ETC., AS NCI DICAIED ON IS IIIHOVIN WTHOUT OF UNDERMIOUND UTMJTB.S ON T16S PARTICULAR SITE. THE ARCHITECT AND 000 ASSM NO QTY FOR DEI THEIR LOCAMK SIZE, DVIK OR HAZARD. GENERAL NOTES I. SAL CONTRACTOR SHALL PRONIE, AS REalIES1ED BY oo"l lUCm YANA M 'COMNSNC SOON' SIGNNAOE, SEE DETAIL 8/f.1. 2. ALL SITE CONCRETE PAVING SHALL BE SPRAINED WIN A CURM 001 OtN0,1 AS SOON AS CONCRETE IS SET UP. BUILDING DATA ,LACK IN THE BOX # 8365 LOCATK: 3742 S. 144TH ST. TUKIMLA, MIA 96166 BU11J G S1,IUARE FOOTAGE: 2.650 S.F. SEATING CAPACITY:. 60 SEATS =ARE FOOTAGE OF PROPERTY: 21,020 &F. TYPE OF =x lux V= N BUII DING HEIGHT: 22' -W PARKING REQUIREMENTS THE PMIOiG REOURE]Eg15 FOR THIS PAItCEI ARE AS FOLLOWS. 1 STALL PER 50 S.F. USAGE fL00R AREA TOTK PMIdIG REQUfiEDr 40 SPACES; IW�LE PAIMOlf' PftOYDER t SPACES STANDARD PN00iG PROYDEk 9 SPACES TOTAL PARKING PROVgED; 10 SPACES RD 1 A INOW IG F QINRED NUMBER OF STALLS PROVIDED 11HROUGH RECI ROCAL PARKING EASEMENT WITH SHOPPING CENTER. PARKING REQUITED: 10 SPACES LEGAL DESCRIPTION THAT PORTION OF THE SOU7HMT QUARTER OF THE SOUTHVEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, w MI., IN KING COUNTY, WASHINGTON, AS FOLLOWS: BEGIPNrldG AT THE INTERSECTION OF THE NORTH UNE OF THE SOUTH 20 FEET OF SAID SUBDIVISION WITH THE NWSTERLY RIGHT -OF -WAY LINE OF PACIFIC HIGHWAY SOUTH; THENCE NORTH 2(nS 20" EAST ALONG SAID WESTERL RIGHT — OF — WAY UNE 138.16 FEET TO THE NORTH LINE OF THE SOUTH 151.54 FEET OF SAID SUBDIVNSION (AS MEASUlRED ALONG THE HEST LK THEREOF); THENCE NORTH 8735' 33" WEST ALONG SAID NORTH LNNE 184.27 FEET TO THE EAST UNE OF THE WEST 359.70 FEET (AS MEASURED ALONG THE SOUTH L.1NE) OF SAID SUBDIVISION; THIEWX SOUTH 02'14' 27' WEST, 131.54 FEET TO SAID NORTH LINE OF TFIE SOUTH 20 FEET OF SAID SUBDIVISION; THENCE SOUTH 87. 35' 33" EAST ALONG SAID NORTH LW 141.62 FEET TO THE POINT OF BED EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 9512140574. SITE PLAN NOTES Ut WALL MOUNTED SPEA lOAIO. 9E OCTAL 16/3DZ.1 AND !!ET ES1.0. O EfOSIrlO POLE Cpl. O EOS1M0 CINMiO TO RYAN. TV. O8 ENTRY SO1. SEE SHEET E31.0. O '1NAIr( YOU" AND 'DO NOT OILER' SIGN. SEE SHEET ES1.0. O7 HEIGHT CLEARANCE POLE Slpl. (CIENtANCE FEINT 10 K 9' -0'). SEE OETAL 9/01.1. O ACCESSIBLE PMKWG STALL SYMBOL SEE OEU1L 14/5010 PNtlfMG STALL SIRRIG^ NO MAiCENT ACCESS AISLE S1FirIG IS li0 BE PAINTED Bill. O ACCESSIBLE PAItl01C Slpl. SEE OETAL 15/9D20. t0 IEM N-LNE CURB RAMP. SEE DETAILS 5/5010 NO 10/5D2.Q 11 SYIMIOL OF A lJ1Y AT ENTRY DOOR, PROVIDE DECAL OF NIEIOIAl10NAl SYMlIXOI OF ACCESSIBILITY PER A.D.AA.G AEGIIMiElEN15. 12 REMOVE EbS1riG PARIdIC LOT U6NT. 13 UL Rx Lppp AT PICK UP BOOM, SEE DETAI. 10/5D2.1. 14 4 WDE PMI01G STALL S111iNIP., PANIIED *lE PER CITY STANDARDS. 13 L THICK CONCRETE SDEwIItK W1Fi UNIT BROOM FMS1L woTM As Nohn ON PLAN. �6 eAMIEx Parr, SEE oerAL Ia/SD2.1. REF m FLOOR PLAN AND Moiu eaAwu FOR LocnnorM n oasnic CONCRETE sIoEwKx. PoVARWu►SH. TYP. �s REMOVE EI51lKi PAT 7FJEPIIOE 1! EbS1NG TRASH DICL06lRlE M RE11AM1. HALLS AND REPAINT GALES. O IEMI CURB CUT RAID. SSE DETAIL, 19/5D20 O EJOSINIC HANDRAIL. 10 BE REMOVED. O NEW 6' LONG PRECAST OONCREIE WHEEL S710P. SEE OETl1< 20/5D20. 1bP. O E)051NIG BARRIER POST. POWER X1191 AND REPAINT. 24 IEM CONCRETE CQiB, SEE DETAIL 2/502Q O Eb51M FIRE HYDRANT O NEW PMIdIG LOT LIGHT. O NEW PAY lO.EPlIOfE SEE DETAILS 6/5D2.1 AND 7/5021. O REMOVE DOSIM PMI01G STALL S7RPNG AND AOE PARI0IG STA SM1601S O REMOVE EbS1NG CONCRETE d1R8 AS SHOW O IEMI ONCE RAq(. 1 W PER SO PAIiIQlG STALL IMAM n 1 BIlE 111. O NEW PA110 ENCLOSURE Mlllll, SEE DETAILS 1/5D1.0 AND 12/S020 O IEMI YIAS7E RECEPTACLE O NEW PA110 FIXTURES, 00l�i111 O CONGiEIE. STAAPm BRICK FERRlNGBOlE PATTERN. COLOR MMCK RED O CONCRETE. STAMPED 24 dAN010 PATTERN, COLOR NOIE/1lA7UItAL O NEW CONCRETE STAR 4 RISERS # W EA, 3 1RED6 0 11' EA VERIFY IN FIELD. O IEII CONCRETE STAR, 5 RISERS 0 We EA, 4 71RED6 0 11' EA., VERIFY N FIELD. MI< 10 t Cam!' 7HNW 0&` GONG. III =K NWAC PATIO UM WU . 4W Off. 4 14W. rATO 61jM SPAM AMY T'l10l�I MMLL dr � e 'r 0 Tai • 2W OJC06 .. I� 046 c w. � 1�l VW' Nom' PATO WAU 31or a 10-0 L 0 0 H , 5 -11' 1 -O' 12 IV`l 4 STALLS 9 9 E.A. ; 3 STALLS • I' I' g EA. =24 7 24 14 8 Y 1 a J I • r 1 . 5.00' �7` 10.0 CITY O F U AP PROVED RECEIVED CnY OF Tt WK , Vl? A APR 19 2004 1 n AS hUiw PERMIT CENTER t INNp p " OEPANTMENT(/ X310 ULM A1INIE SAN CA OM23 Q 1909 Jack In to On hic. Wow droolnes and .o.ciftations on taw pgwty of ,wok In ow so bw mW " root M oopiod or reproduced MrWwA No pwWew written oonmt 12127AU OW dohm RELEASE: AUG. 5, 2002 P.MI.(JB OKY� a 12 -31 -02 pE,RMMT.. 1/1 4M 1/27 04 CONSTRIICTK*t 3/15/04 n FA, n n n n a o t LLJ( M L F W= DG � MK TYPE: CONVERSION JB f 8365 ADDRESS: 3742 S 144TH STREET N TUKNALA, WA SITE PLAN DRAW Iff: ,RR N°RTM sITE PLAN 5D1.0 r • W i , D D P-101 �ZA =_ v ul., wria 24) (34 �i 24 _ 7 I i r 0: �o Q- v Q � 32 7 I It K] - 111f . - DISABLED ACCESS SITE PLAN KEYNOTES D oiMim $1 ACM vAIaNC, erc. sruu ME wioaoEn w rrn+ Ao.A.A.a w+o ALL oM APPLICAILE 000Es O MADE ACCEssieI r vATM OF nuWa. NOT ro 4,5et TO SIDENAuc w.aa NpIT- OF -WAY qt 10 PIRIC 1RANSPORAIIaI SCIEwALK Olt 1RN19PplTAlla! IS Ea1NG GR PLAID. DO NOT PROM AOCES�E PAIN OF 1RAVE1 *11N 3�EwN,K IS NOT EOS1Ma OR gJNEMiLY PLANm. ft FWI FOR PIINJC ACHE PAIN OF 1RAWL. 9l10i 3IADED. (D ALL CONCREX WALKS MUST BE 41r CLEAR AND BY LOT POLE& sIM M MuwrAw MAX C SLOPE OF .sac O A tea LANDING OF s x s s MIN. AND NOT m .s ox� ac SLOPE w ANY owECna� Is aEa�u w �oNr OF ALL 000as. O LocA7E eANoicAw wiry As Cl TO amp 000AS As PON IF wRovioO THAT C No LEVEL LANDINGS ARE MwrAweu. (D win � �o � � ON � � AND '°� a��s REauFIEn BY wcK CODE. O i HANDICAP srAus AND ADJA= sn mss AISLES siwL BE PAVED IN o0114CIRETE wxUlE ooNCREN MEM nsP+w.T vaoMOE A If WE BY s If DEEP 14080 sus AROUND Mme EDGE OF oor��. SEE DETAIL, �s a O PROM DE SUVA PER AD.AA.G IiEG11NOET175. SEE DETAILS 14/5D2.0 O FOR HANlICAP Ate, PROVIDE N-UE RAIDS *#TI POSSIBLE, SLOPING PNtIWEl TO WRB AT 7% TO 7.5K EQUALLY ACCEPTABLE ARE SLOPED WALKS AT 4.'.f� OR LESS. HOXVOt, RAMPS MiH SLOPES OF !f% TO 6.W MIST BE GROOVED ACROSS EN FE SUNFACE, AND ARE NOT PREFFJlRED. SEE DETAIL. 19/5D1.0. to PROVIDE HANDICAP ACCESS w� NECESSARY. SEE o�Er�o�a 7.Z G NOT USED. 12 1FE ROU1E USED FOR DELIVERIES SHALL BE AD.A.A.G o0lpuAgT, BUT NOT OES16f1A70 AS SUCH. OESIpI THE ROUX W BE AS S1RA16FIT AND BROAD AS POSSIBLE WITH NO 90 OEORFE lUNNS ffiIIEF?I RAID AND THE BACK DOOR 13 WG►lE PUBIC TELEPHONE SERE VISIBLE FROM FRONT COU111ER ACCESS TO PFIX MUSE BE COMPLIANT 11H AQAAG RF.G11IMAEN15. ALLOW 30r X 41r CIENt SPACE AT SOENALK M FRONT OF PIIOIE SEE DETAILS 6/5D1.1 AND 7/5D21. 14 LOCA7E GREASE 1RAP M PMG16 AREAS RAIFER 11HAN N ORIYE AIS OR DRIVE -1Hpl WE BUT NEVER IN HANDICAP PMIalC AREAS OR PAIN OF 1RAVEL. ALL U11JTY PEIE1RAlI0NS NOT 10 BE LOGIIED N HANDICAP PAIOa16 STALLS OR ACHE PAIN OF 1RAVEL. 15 AVOID LACA711IG LIGHT POLES N POlEN1W. 1RUd( PAIN OR N A.D.M.G REOURED PAIN OF iR11VEl. 16 �1E�5�. IIR�Y� � 10 ACHIEVE I�M�1 CLEARANCE HAIpICIIP PARKING 17 � L LANDING AT BASE OF RAID. MAINTAIN AX. M IM CROSS SLOPE N 18 HANIIf'JIP PARKING AREA SHALL NOT DO= 1.52 SLOPE N ANY ONEC110N. 19 Of51GNA1ED ACCESSM PAIN OF 1RAVE1 SHALL HAVE A MAX CROSS SLOPE Of 1.5X LEGEND T.P. = TOP OF PAW" T.G. = TOP OF CM 7X TO 7.5X SLOPE "000� ONE PER VACE CONCREW 7% TO 7-M SLOPE 14 'JA ■EIE OOp/!S 1. was oETK a TO uuswaIE THE wM oor�a�R FOR Aj"c !M'WA iv ��reo� u� wo ��c�� 2. AIL PXM LM AND MurMw P.LU BE 4 W- SW 3NAIL K VAM AT 10 ON 0119 CUR !WL E w11E OR AS ll EC IM /Y 1E OW O TYPICAL LLIlfTRAT10N NOT 10 lm V INS DEPARTMENT(/ H� SOUTH 144TH ST. or r � ll 0 oa►,a o ©� mom z © NV=KFC 4 ■ i �. r AN r � smrwow MY OF TU�jyltA APPRdFo APR 19 2W4 AS NOIjU �tD1Np p�f4N DISABLED ACCESS N W TYPE: CONVERSION A 8365 3742 S . 144TH STREET 1 TUKVALA. WA DRAYN 18Y-- AM SCAL. 10 a A V DISABLED ACCESS S PLAN SD1.1 • . + f �O Q V QQ ' 1330 N" AVENUE SAN KOM CA 92123 elm jot In tm ft �c , %A *40ty" and --- IM - ttona ar e ft ~y of ou* in " sae ft and " nM W ooOW or npaiuow rrKhout Ita prerioua written oonamt. 1212?? Q 0106 dda RELEASE: AUG. 5 2002 PJL(J8 ONLYk J5 12 -31 -02 PERIrNT.. 1 14 04 1/27/04 OONS'1R' 7 0 t 3/1 04 naa�riiaiona ® 3/3/04 DES REM REV. 0 3/y 5/04 GM& REV. ® 411104 PERK O 0 0 i a s I O 41 z 0 o6Z � LLJU �W H Q r } I na G R M 'fa 0. FK;h !l rnry �� Ti T� ncwu WAR OF WASHOO h i PERM CENT *o in 111w %1wI a I I 0 0 a STAIMIM 24" X 24 PATTERN, COLOR NATURAL ENLAROED'A?q PLAN NEW WALL, SEE DETAL I/sm-0 3,Ar a V-0 #fov It) f—Cr VADTH 0 PERMr1ETER. Typ. COLOR: BRICK RED I 0 I 30" x 48 JAMB AT TRASH ENCLOSURE -ELEVATION MIN. 3" RADIUS COMM I I 3Wx I 1 SEC IF" I I I I I I I I JVx4" FRONT REACH CLEAR SPAS ._. _ _ _ J 1. SIDEWALK AT THIS LOCATION NOT TO EXCEED 1.5X SLOPE IN ANY WC1 t O 7 PUBLIC PHONE CLEARANCE t1'2' - t'-o' O$ COMING SOON SIGN PROVIDED AMID INSTALLED BY SIGN CONTRACTOR r I I I I s" so. s*nn PCxE - 1 PROVIDED AND INSTALLED BY SIGN CONTRACTOR PROVIDE 1 ELEC. GROUNDING 1 1 3 1/2"x 6" HANK) HOLE I WITH COVER I 1 1111111 I 1111111 STUB 3L4" �TS�" 1 1111111 HAW HOLE I 1111111 I 1111111 L _ 1111111 1111111 - 3/4 CONDUITS UP "'THIN POLE N I VIII 1 1111111 1111111 /4" C. M PREVIEW BD. 1 1111111 3/4 Cr TO CIRCUIT A -2 1111111 /�" C. TO ABOtiE OFFICE CIRCUIT POS -1 I �.. �. 4 A r rl AR rI 3/4" C. TO r r i I I I 3/ C. 70 ABOvE OFF�cE DETECTOR LOOP r I 1 1 r C LQ FOR CAT 5 CAME r • "'L ` T 1 /4" C. 70 PICK UP r I I I mum TAKER FOR &C,S, -3/r C TO PICK UP HMO L- — — •- i — — -� FOR OIIBACATION CABLE COW IE UK 10 HA VE 1" RAORIS 00 AND GL SLOPED 10 MM POR ELECIIMCAL 111Ars OM 10 SET ES1.0 17 iPEA1cER MCMM C014DUff DETAIL NO SCAtE NOTE: GENERAL CONTRACTOR TO FURNISH AND INSTALL SIGN BOARD COMPLETE IN/ 4x4 REDWOOD POSTS SKIT BOARD TO BE MIN!M 1M 3/4' EXTERIOR GRADE PLY#=. PAINT ALL EDGES AND FACES BHJAMIN MOORE fD71 -967 "ANTE" • 0 1" DNA. SIL. PIPE r IN LENCI N INQD TO ANGLE AT DOOR PIt0110E AM allox min AT DOOR HINGE r x r x 1/4" ANGLE FRAME WASHER I 1 /r 18 GAINS TYPE V GALVANIZED METAL DECKING 1" DNA. STL PIPE r IN LENGTH MELDED 70 r PIPL WU 3/4' DILL SOLD S1L. ROD r IN LENGTH INNE 1" DLk STL PIPE 10 ACT AS W40E FOR DOOR r DNA. STL SID. Wr. PIPE FN,L. MITHI CONCRETE 1 112"' = 1'-W e e COMING o °SOON 0 ,-�- a x a s.�►.wK soLnNa TEMPLATE AT S PEAKER 13 AND PREVIEW aoArtDs � �, , r IM BAND OF ` REFLECTIVE RED TAPE 4" DIA. GAIN. PIPE FILED W CONCRETE 9 16 PANT _ I N FIN. GRADE CONIC. F001IIG MSTALLED BY GEN. cam I r 11 � u' • ••-1 4 • DLA. �a sNaaeR rosT F TRASH ENCLOSURE ELEVATION Q FOR ADDIII x& TIGHT REFER TO DETAIL, 17 SD2.1 STL. POLE AND HT. SIGN FURNSO AND 4 - 5/r DNA. x 1 8" x r I INSTALLED BY SIGN ANCHOR BOLTS,. EIJRNNSHO I CONTRACTOR AND MTPIM BY I CONTR.• SEE DETAL 13 FOR ANCHOR LAVOUT BOLT SD2.1 I I I I RASE CONC, Cum I I COVER CONC DFA MA I I a V_ II T.O.C. FIN. GRADE II 11 T — T 1 AJ1 AN 1. CONCRETE BASE To HAVE 1 RADIUS EDGES '1'"�_ SD2.1 1 AND BE SLOPED TO DRAIN. I — 2. LOCATE HEIGHT CLEARANCE SIGN A MINIMUM OF - 8 --WMQ FROM PREY" 80M. 1 L 4-go VERTICAL AND DNA. q 03 TES AT r O.C. No SCALE 9O HEIGHT CLEARANCE POLE SIGN r DIA lir 3 1 /1 DIA. OPENING BASE PLATE RAVENED AND INSTALLED BY SIGN 1 1/2' x 5/8" HOLE TYPICAL OF 4 3 = V 1/r • 1 ( ANCHOR BOLTS x 4" DIA. BARRIER POST FURNSHED _ sEE DETAIL 1 8 AND i 1 •� • INSTALLED BY s0 21 GM CONTR. 13 SEE DETAIL � I I FOR MOM I I BOLT LAYOUT B" CONC. CURB CONCRETE MENU /'� BOARD BASE 1 ` S CL 314 C. TO CONI. DIB _ I I PANEL we FOR TM LAME Lai � I I � RECEPTACLE 3/4" C. TO >} I I SPEAKER BOARD BY ELEC . CONTR• j FOR ILLUMINATION CONCRETE BASE 70 HAVE 1" RADIUS EDGE'S / AND BE SLOPED 70 DRA FOR ELECTRICALL, RIJNIS REFER TO SHEET ES1.0 14 PREVIEW BOARD PLAN 11Z" = 1'-W I II I I II I ,�. MENU BOARD AND POSTS FURNISHED II I •� 1 AND INSTALLED BY SIGN COMIRAC70R "711 1 _ I 11 I . .r CONCRETE BASE 1 HAVE I" RADIUS EDGES II 1 AND K SLWW � DRAIN. II 1 BASE GONER 20r DNA. CONIC. FOOlI1GS 14 !�J►�f As M ' R ELECIRMCAL SoQ.1 I r SPEAKER BOA". Dam L46 nEFER T�I ALL CONNDUT 10 ABOW ro SST ES1.0 $ I I CONQ BASE, BY DEC. COM _ SEE DETAE 17/.'2.1. 114C C: 10 PA1RL, '4� �.. _..� ��'x rER1NC�IL NO 1 'fit I�CEPTA�CLE •,,,�. 0 p TES • er Oi com 1! PRE1AEw MOARD R"ATM 1/r • 1'-W r r x r x 1/ 4 0 AMU - MITER JOINT & MELD AT CORNERS - PAINT TO MATCH d" DIA. S1L PIPE FILL W/ A CONCRETE 1 1/r x 1/4" STEEL STRAP AT REAR FACE OF DOOR - VI LD TO STEEL ANGLE AT CORNERS MW LATCH ( DMM #207 ) 1 112" 18 GAL)CE TAPE 'B" GALVANIZED METAL DECKING BOLT "o" STRAPS 7+0 DOORS. LOCATE TO Hain CANE BOLTS *0 DOORS ARE IN USE CANE BOLTS (STANLEY #1009 -11r) 1 PAIR 3j4" STANDARD PIPE (SLEEVE) 4 IN LENGTH MELDED AT BOTTOM CORNER OF EA. DOOR• C CONC. SLAB PER PLAN r PA,RTMENT!/ 2 NMA AVEHtIE SAN CA 92123 e lm Jock in No Baer hL lh000 droMtve and op"WAwtions we ow property or ja* ti the sal bw and ohal not bo oopior or r o o du c s without no pr*wouo written oonoont. Motet Z REFER TO SHEET ".0 RELEASE: AUG. 5 2002 FOR PAINT CALL -OUTS PX(JB 0WY. 05 12-31-02 3. BOTH OF DOOR AND ALL HARDWARE _ PONT: 1114/04 SHALL. BE PAINTED A D: �2 1 7Z04 CON51RUC1101� 3 15 04 ® 4 AA JWG REV. SPEAKER BOARD CABLES CON�� DRIVE - THRU LANE 8 . I REFER TO ELEC. am cm DWCS. FOR DETECTOR CENTER DETECTOR LOOP AT DRIVE- THNtI! PICK UP 1 1 . - I wwooW �► - AB DETECTOR - :� L - - TO H E BASE STATION. REFER TO ELEC. DWG& 13 S4.0 �► FOR ELECTRICALL, RUNS REFER TO SHEET ES1.0 10 DETECTOR LOOP AT DRIVE -THRU PICK UP WINDOWI/r = I'-W 4` DNA. BARRIER Z sma DRIVE- POST 18 TAU LANE —7 SEE DETAIL SD2. r CONC. CURB (4) 5/r DIX x 18' x 3" r , TO PREVEW ANCHOR BOLTS I I IBOARD FURN. & INSTALLED BY WL CENTR• COMM II SPEAKER : AB DETECTOR LOW I _ BOARD 502.1 ♦ ''► •. CONCRETE BASE TO HAVE 1" RADIUS EDGES AND BE SLOPED TO DRAIN. I 1 REFER TO DETAN. r17 I I FOR DE9CRN'TION. SD21 J FOR ELECTRICAL. RIM REFER TO SHEET x-wrn~ �✓ 15 SPEAKER BOARD PLAN CRY OF ROWU APPROVED FOR ADDITIONAL. TION APR 19 2004 �"1TY OF r(�WC)jI A OUR TO DETAM. 17 AS NOIEV r I 'e O N d coZ �N uj(j � W H W= DC � LL 4 OMDfNO onns�o�, Site in i I �uT CTE 4 ANCHOR - s/ r Dill. x 18"'x --- I i I MK TYPE: CONVERSION AND INSTALLED BY I I I BASE COIlM. SEE DETAIL 1 3 FOR I IM I R JIB it 8365 ANCHOR u BOLT SD2.1 I I� I 3 - TIES CONIQ cum L .� 701P OF M cam oNenM 3742 S. 144TH STREET I� I Is 1 TUK"LA WA LOOP BY 9 t • 000 & INSTALLED r _ ,, ORAVM BY: AM r I ' ' ' I I 1d M SCALE: AS NOTED t SDZ.1 • l � 4-fts varTCCAt AND I -., SffE p TIES • or ON Carat OWN 1E BW 1O HAVE 1 PA0111S EIS 11 � DETAILS K I N 10 ORAI�1. FOR ELEC110CAL HUNS REFER 70 SLEET ESIA �0 lPEAKER SOAIlD iECT10N 1/r = 1' ■ IreMrIIJM I � C�TIDNAL I I I CLEAR AREA POSST L---- ....__ - - -_J I BASE I I N 11 B MOTE; IF Y IS LESS THAN 30 IrCHM THEN X r 177 —1 SHALL BE GREATER ` THAN 27 INCHNES. Y ry I I I 30 " x 41r I NNOTE: IF Z IS OPTIONAL i I I GREATER THAN 12 POST x I CLEAR AREA NOES,, THEN Y BAS YI I I SHE- BE GREATER I 11 i i THAN 30 NHS PLM 6 PUBLIC PHONE CLEARANCE 31l8"'' = I'--0` JAMB AT TRASH ENCLOSURE -ELEVATION MIN. 3" RADIUS COMM I I 3Wx I 1 SEC IF" I I I I I I I I JVx4" FRONT REACH CLEAR SPAS ._. _ _ _ J 1. SIDEWALK AT THIS LOCATION NOT TO EXCEED 1.5X SLOPE IN ANY WC1 t O 7 PUBLIC PHONE CLEARANCE t1'2' - t'-o' O$ COMING SOON SIGN PROVIDED AMID INSTALLED BY SIGN CONTRACTOR r I I I I s" so. s*nn PCxE - 1 PROVIDED AND INSTALLED BY SIGN CONTRACTOR PROVIDE 1 ELEC. GROUNDING 1 1 3 1/2"x 6" HANK) HOLE I WITH COVER I 1 1111111 I 1111111 STUB 3L4" �TS�" 1 1111111 HAW HOLE I 1111111 I 1111111 L _ 1111111 1111111 - 3/4 CONDUITS UP "'THIN POLE N I VIII 1 1111111 1111111 /4" C. M PREVIEW BD. 1 1111111 3/4 Cr TO CIRCUIT A -2 1111111 /�" C. TO ABOtiE OFFICE CIRCUIT POS -1 I �.. �. 4 A r rl AR rI 3/4" C. TO r r i I I I 3/ C. 70 ABOvE OFF�cE DETECTOR LOOP r I 1 1 r C LQ FOR CAT 5 CAME r • "'L ` T 1 /4" C. 70 PICK UP r I I I mum TAKER FOR &C,S, -3/r C TO PICK UP HMO L- — — •- i — — -� FOR OIIBACATION CABLE COW IE UK 10 HA VE 1" RAORIS 00 AND GL SLOPED 10 MM POR ELECIIMCAL 111Ars OM 10 SET ES1.0 17 iPEA1cER MCMM C014DUff DETAIL NO SCAtE NOTE: GENERAL CONTRACTOR TO FURNISH AND INSTALL SIGN BOARD COMPLETE IN/ 4x4 REDWOOD POSTS SKIT BOARD TO BE MIN!M 1M 3/4' EXTERIOR GRADE PLY#=. PAINT ALL EDGES AND FACES BHJAMIN MOORE fD71 -967 "ANTE" • 0 1" DNA. SIL. PIPE r IN LENCI N INQD TO ANGLE AT DOOR PIt0110E AM allox min AT DOOR HINGE r x r x 1/4" ANGLE FRAME WASHER I 1 /r 18 GAINS TYPE V GALVANIZED METAL DECKING 1" DNA. STL PIPE r IN LENGTH MELDED 70 r PIPL WU 3/4' DILL SOLD S1L. ROD r IN LENGTH INNE 1" DLk STL PIPE 10 ACT AS W40E FOR DOOR r DNA. STL SID. Wr. PIPE FN,L. MITHI CONCRETE 1 112"' = 1'-W e e COMING o °SOON 0 ,-�- a x a s.�►.wK soLnNa TEMPLATE AT S PEAKER 13 AND PREVIEW aoArtDs � �, , r IM BAND OF ` REFLECTIVE RED TAPE 4" DIA. GAIN. PIPE FILED W CONCRETE 9 16 PANT _ I N FIN. GRADE CONIC. F001IIG MSTALLED BY GEN. cam I r 11 � u' • ••-1 4 • DLA. �a sNaaeR rosT F TRASH ENCLOSURE ELEVATION Q FOR ADDIII x& TIGHT REFER TO DETAIL, 17 SD2.1 STL. POLE AND HT. SIGN FURNSO AND 4 - 5/r DNA. x 1 8" x r I INSTALLED BY SIGN ANCHOR BOLTS,. EIJRNNSHO I CONTRACTOR AND MTPIM BY I CONTR.• SEE DETAL 13 FOR ANCHOR LAVOUT BOLT SD2.1 I I I I RASE CONC, Cum I I COVER CONC DFA MA I I a V_ II T.O.C. FIN. GRADE II 11 T — T 1 AJ1 AN 1. CONCRETE BASE To HAVE 1 RADIUS EDGES '1'"�_ SD2.1 1 AND BE SLOPED TO DRAIN. I — 2. LOCATE HEIGHT CLEARANCE SIGN A MINIMUM OF - 8 --WMQ FROM PREY" 80M. 1 L 4-go VERTICAL AND DNA. q 03 TES AT r O.C. No SCALE 9O HEIGHT CLEARANCE POLE SIGN r DIA lir 3 1 /1 DIA. OPENING BASE PLATE RAVENED AND INSTALLED BY SIGN 1 1/2' x 5/8" HOLE TYPICAL OF 4 3 = V 1/r • 1 ( ANCHOR BOLTS x 4" DIA. BARRIER POST FURNSHED _ sEE DETAIL 1 8 AND i 1 •� • INSTALLED BY s0 21 GM CONTR. 13 SEE DETAIL � I I FOR MOM I I BOLT LAYOUT B" CONC. CURB CONCRETE MENU /'� BOARD BASE 1 ` S CL 314 C. TO CONI. DIB _ I I PANEL we FOR TM LAME Lai � I I � RECEPTACLE 3/4" C. TO >} I I SPEAKER BOARD BY ELEC . CONTR• j FOR ILLUMINATION CONCRETE BASE 70 HAVE 1" RADIUS EDGE'S / AND BE SLOPED 70 DRA FOR ELECTRICALL, RIJNIS REFER TO SHEET ES1.0 14 PREVIEW BOARD PLAN 11Z" = 1'-W I II I I II I ,�. MENU BOARD AND POSTS FURNISHED II I •� 1 AND INSTALLED BY SIGN COMIRAC70R "711 1 _ I 11 I . .r CONCRETE BASE 1 HAVE I" RADIUS EDGES II 1 AND K SLWW � DRAIN. II 1 BASE GONER 20r DNA. CONIC. FOOlI1GS 14 !�J►�f As M ' R ELECIRMCAL SoQ.1 I r SPEAKER BOA". Dam L46 nEFER T�I ALL CONNDUT 10 ABOW ro SST ES1.0 $ I I CONQ BASE, BY DEC. COM _ SEE DETAE 17/.'2.1. 114C C: 10 PA1RL, '4� �.. _..� ��'x rER1NC�IL NO 1 'fit I�CEPTA�CLE •,,,�. 0 p TES • er Oi com 1! PRE1AEw MOARD R"ATM 1/r • 1'-W r r x r x 1/ 4 0 AMU - MITER JOINT & MELD AT CORNERS - PAINT TO MATCH d" DIA. S1L PIPE FILL W/ A CONCRETE 1 1/r x 1/4" STEEL STRAP AT REAR FACE OF DOOR - VI LD TO STEEL ANGLE AT CORNERS MW LATCH ( DMM #207 ) 1 112" 18 GAL)CE TAPE 'B" GALVANIZED METAL DECKING BOLT "o" STRAPS 7+0 DOORS. LOCATE TO Hain CANE BOLTS *0 DOORS ARE IN USE CANE BOLTS (STANLEY #1009 -11r) 1 PAIR 3j4" STANDARD PIPE (SLEEVE) 4 IN LENGTH MELDED AT BOTTOM CORNER OF EA. DOOR• C CONC. SLAB PER PLAN r PA,RTMENT!/ 2 NMA AVEHtIE SAN CA 92123 e lm Jock in No Baer hL lh000 droMtve and op"WAwtions we ow property or ja* ti the sal bw and ohal not bo oopior or r o o du c s without no pr*wouo written oonoont. Motet Z REFER TO SHEET ".0 RELEASE: AUG. 5 2002 FOR PAINT CALL -OUTS PX(JB 0WY. 05 12-31-02 3. BOTH OF DOOR AND ALL HARDWARE _ PONT: 1114/04 SHALL. BE PAINTED A D: �2 1 7Z04 CON51RUC1101� 3 15 04 ® 4 AA JWG REV. SPEAKER BOARD CABLES CON�� DRIVE - THRU LANE 8 . I REFER TO ELEC. am cm DWCS. FOR DETECTOR CENTER DETECTOR LOOP AT DRIVE- THNtI! PICK UP 1 1 . - I wwooW �► - AB DETECTOR - :� L - - TO H E BASE STATION. REFER TO ELEC. DWG& 13 S4.0 �► FOR ELECTRICALL, RUNS REFER TO SHEET ES1.0 10 DETECTOR LOOP AT DRIVE -THRU PICK UP WINDOWI/r = I'-W 4` DNA. BARRIER Z sma DRIVE- POST 18 TAU LANE —7 SEE DETAIL SD2. r CONC. CURB (4) 5/r DIX x 18' x 3" r , TO PREVEW ANCHOR BOLTS I I IBOARD FURN. & INSTALLED BY WL CENTR• COMM II SPEAKER : AB DETECTOR LOW I _ BOARD 502.1 ♦ ''► •. CONCRETE BASE TO HAVE 1" RADIUS EDGES AND BE SLOPED TO DRAIN. I 1 REFER TO DETAN. r17 I I FOR DE9CRN'TION. SD21 J FOR ELECTRICAL. RIM REFER TO SHEET x-wrn~ �✓ 15 SPEAKER BOARD PLAN CRY OF ROWU APPROVED FOR ADDITIONAL. TION APR 19 2004 �"1TY OF r(�WC)jI A OUR TO DETAM. 17 AS NOIEV r I 'e O N d coZ �N uj(j � W H W= DC � LL 4 OMDfNO onns�o�, Site in i I �uT CTE 4 ANCHOR - s/ r Dill. x 18"'x --- I i I MK TYPE: CONVERSION AND INSTALLED BY I I I BASE COIlM. SEE DETAIL 1 3 FOR I IM I R JIB it 8365 ANCHOR u BOLT SD2.1 I I� I 3 - TIES CONIQ cum L .� 701P OF M cam oNenM 3742 S. 144TH STREET I� I Is 1 TUK"LA WA LOOP BY 9 t • 000 & INSTALLED r _ ,, ORAVM BY: AM r I ' ' ' I I 1d M SCALE: AS NOTED t SDZ.1 • l � 4-fts varTCCAt AND I -., SffE p TIES • or ON Carat OWN 1E BW 1O HAVE 1 PA0111S EIS 11 � DETAILS K I N 10 ORAI�1. FOR ELEC110CAL HUNS REFER 70 SLEET ESIA �0 lPEAKER SOAIlD iECT10N 1/r = 1' ■ SURVEYOR'S NOTES 1. THIS "ALTVACSM LAND TITLE SURVEY IS IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND MAPPING IN 1999. 2. THIS DRAWING COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS FOR A TWO -FOOT CONTOUR INTERVAL AND DRAWING SCALE OF 1" = 20'. UNAUTHORIZED ENLARGEMENTS MAY EXCEED THESE STANDARDS. 3. HORIZONTAL DATUM IS NAD 1983 (91). BASED ON INFORMATION PUBLISHED BY THE CITY OF TUKWILA. WE HELD CITY OF TUKWILA (COT) MONUMENT NO. 1925 FOR POSITION AND A BEARING OF NORTH 0714"05 EAST TOWARD COT NO. 461. 4. VERTICAL DATUM IS NAVD 1988. BASED ON INFORMATION PUBLISHED BY THE CITY OF TUKWILA. BENCHMARK IS COT NO. 19; FOUND PK NAIL W/ PANEL AT ENTRANCE TO APARTMENT BUILDING. SOUTH SIDE S. 140TH STREET AT 38TH AVENUE S. ELEVATION = 289.01 FEET. 5. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 46442A. DATED AUGUST 28, 2003. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN'S R OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS. INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 6. PROPERTY AREA = 21 t SMUM FEET (0.482 t ACRES). 7. THIS PROPERTY HAS LEGAL ACCESS TO PACIFIC HIGHWAY SOUTH AND SOUTH 144TH STREET, SHOWN HEREON AS PUBIC RIGHTS --OF -WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS, OR LACK THEREOF, AS SHOWN ON THE SURVEY. 8. TAX PARCEL NUMBER ON THE SUBJECT PROPERTY IS: 152304929507. 9. ZONING: NEIGHBORHOOD COMMERCIAL CENTER (NCC). TUKWILA. WA. 10. CURRENT MINIMUM BUILDING SETBACKS: 12' FRONT (TUKWILA INTERNATIONAL BOULEVARD); 5' SECOND FRONT (S. 144TH ST.); 10' REAR; 10' SIDES MINIMUM PER THE CITY OF TUKWILA MUNICIPAL CODE. PLEASE CONSULT THE CITY OF TUKWILA MUNICIPAL CODE FOR FULL PARTICULARS. 11. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO BUILDING CORNERS AT POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE.) 12. STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HEREON ARE AS THEY ARE MARKED ON THE GROUND. OTHER PORTIONS OF THE SITE NOT MARKED ARE ALSO USED FOR PARKING VEHICLES. 13. FLOOD ZONE DESIGNATION = X. AREA DETERMINED TO BE OUTSIDE OF 500 -YEAR FLOODPLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP. ("FIRM - ) N0. 53033CO960 F. COMMUNITY NO. 530091, (CITY OF TUKWILA), PANEL NO. 0960, SUFFIX F, EFFECTIVE MAY 16, 1995. KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL. EMERGENCY MANAGEMENT AGENCY (TE IA'7. 14. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 15. THIS SURVEY KL VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 3, 2003. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER AND NOVEMBER OF 2003. 16. ALL DISTMNCES ARE IN FEET (U.S. SURVEY FEET). 17. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE- SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA71ON AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WRAC 332 - 130 - 090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN AD,IIlSTMEN'T ACCORDING TO MANUFACTURERS' SPECMTIONS. 18. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF F 04CER, INC.; JACK IN THE BOX, INC.; AND FIRST AMERICAN TIRE INSURANCE COMPANY. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO MY UNMANNED PARTY WIT"IT EXPRESS RECERTFICATION BY BARGHAUSEN CONSULTING ENGNEERS, INC. AND /OR THE PROFESSIONAL LIMO %0VEY R WINOSE SEAL APPEARS HEREON. ALTA / ACSM LAND TITLE SURVEY American Land Title Association / American Con9na on Surveying and Mapping and National Society of Professional Surveyors sam wMre sr&C SOUTH 144th STREET M WC. NO. MO20416tI03163 BASE ua .rem .,�• • • ; � LIGHT' .'BASE. s tis ai lws is an aft ae . s JO I1rI'E fII1�197' = '•_r. E lAr -ADS N+m29425 �+.. - � � .y. - + -,• .. -. ♦� �- .��.� X294 um -"ox -"ox L101 ff v.. _ {�': = . f : • f EASEMM A :; • ; . so so .Y 1 ; P1 041 IW ANk " , p 10 STATE OF 0"" FOR FIW 8Y RECORDED • . UIR7ER REGi011!>B� DEED . 95121400574 - N.- SSW E r CHC N:295.95 E d" CNC 5=295.02 E IS" CNC W=295.35 RIIwMat3oo.5 E 12" DI W298.03 LIE 18" DI S=296.77 E 18" DI N =296.77 LEGAL DESCRIPTION SITE THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHNGTON. DESCRIBED AS FOLLOWS.- BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH 20 FEET OF SAID SUBDIVISION WITH THE WESTERLY RIGHT -OF -WAY LINE OF PACIFIC HIGHWAY SOUTH; THENCE NORTH 20' 13' 20" EAST ALONG SAID WESTERLY RIGHT -OF -WAY LINE 138.16 FEET M THE NORTH LINE OF THE SOUTH 151.54 FEET OF SAID SUBDIVISION (AS MEASURED ALONG THE WEST LINE THEREOF); THENCE NORTH Sr 35' 33" WEST ALONG SAID NORTH LINE 184.27 FEET TO THE EAST LINE OF THE WEST 359.70 FEET (AS MEASURED ALONG THE SOUTH UNE) OF SAID SUBDIVISION; THENCE SOUTH 02' 14' 27" WEST, 131.54 FEET TO SAID NORTH LINE OF THE SOUTH 20 FEET OF SAID SUBDIVISION; THENCE SOUTH 87' 35' 33" EAST ALONG SAID NORTH LINE 141.62 FEET TO THE POW OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WfkSHNGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 9512140574. EASEMENTS AND RESTRICTIONS FIRST AMEMAX NO. 4W7A 1--8. NOT APPLICABLE TO BE SHOWN ON ALTA SURVEY. 9. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A SIDEWALK AND UTILITY EASEMENT TO KING COUNTY AS RECORDED UNDER RECORDING NO. 7409040397, RECORDS OF KING COUNTY, WASHINGTON. (DOES NOT AFFECT SUBJECT 10. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A SIDEWALK AND UTILITY EASEMENT TO THE CRY OF TUKWILA AS RECORDED UNDER RECORDING NO. 20020416003163, RECORDS OF KING COUNTY. WASHNGTON. (SHOWN) 11. NOT APPLICABLE TO BE SHOWN ON ALTA SURVEY. Cm of TumquA Al"OVED APR 19 2004 AS WIN pA [)1'�II'S10N rjyy o '%,/,wr a �t A, SURVEYOR'S CERTIFICATION PEPowr �r�R TO F • AND FIRST AMERICAN TITLE DCAIRANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PUTT AND THE SURVEY ON WHICH R IS BASED WERE MADE IN ACCORDANCE WITH 100NIJM STANDARD DETAIL REQUIiE1AM FOR ALTA/AiCSIM LAND TITLE SURVEYS." JOINTLY ESTABLISHED AND ADOPTED BY ALTA. AGSM AND NSPS IN 1999, AND INCLUDES ITEMS 2. 3, 4, 5. 6, 8, 9, 10 11 (8) AND 15 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSKNW FURTHER CERTIFIES THAT PROPER FIELD PROCEDURES, INSTRUMENT AND ADEQUATE SURVEY PERSONNEL WERE EMPLOYED IN ORDER TO ACHIEVE RESULTS COMPARABLE TO THOSE OUTLINED IN THE "M040M ANGLE, DISTANCE, AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL. WIND BOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS." 11 niov 03 R. WLLJAM GLASSEY. P.L.S. REGISTRAITION NO. 28236 DATE LEGEND p w�D YOINAED 11060ma a + sUm mw" us 101Erl) mm °°M' a us Non) CA wwm cuw.) bm 46 20 �a UW L1 o • mm Own" VS NOTED) a AM= IN 03 100) ° 'gym UN/ VW 0 wow 05 Imo) 0 ANaLT Q am wo (a) 1 I CV 0 mm WNW mm) ,N ,N, O swm wo RANI sm CLAIM Mr:'�`'ti 4111040. ® as wo , - w --- w -- wAIETt LME 44 *LYE = SWURY W= TAE pQ WO WLVE � -- -�--�- SIM WAIAK LSE FK T , -� �---o- 96 LK wA10 WE0 P(� POW ! .a SIGN ------- r(Om) -- POW OYOWAD J. SURVEYOR'S NOTES 1. THIS "ALTVACSM LAND TITLE SURVEY IS IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND MAPPING IN 1999. 2. THIS DRAWING COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS FOR A TWO -FOOT CONTOUR INTERVAL AND DRAWING SCALE OF 1" = 20'. UNAUTHORIZED ENLARGEMENTS MAY EXCEED THESE STANDARDS. 3. HORIZONTAL DATUM IS NAD 1983 (91). BASED ON INFORMATION PUBLISHED BY THE CITY OF TUKWILA. WE HELD CITY OF TUKWILA (COT) MONUMENT NO. 1925 FOR POSITION AND A BEARING OF NORTH 0714"05 EAST TOWARD COT NO. 461. 4. VERTICAL DATUM IS NAVD 1988. BASED ON INFORMATION PUBLISHED BY THE CITY OF TUKWILA. BENCHMARK IS COT NO. 19; FOUND PK NAIL W/ PANEL AT ENTRANCE TO APARTMENT BUILDING. SOUTH SIDE S. 140TH STREET AT 38TH AVENUE S. ELEVATION = 289.01 FEET. 5. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 46442A. DATED AUGUST 28, 2003. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN'S R OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS. INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 6. PROPERTY AREA = 21 t SMUM FEET (0.482 t ACRES). 7. THIS PROPERTY HAS LEGAL ACCESS TO PACIFIC HIGHWAY SOUTH AND SOUTH 144TH STREET, SHOWN HEREON AS PUBIC RIGHTS --OF -WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS, OR LACK THEREOF, AS SHOWN ON THE SURVEY. 8. TAX PARCEL NUMBER ON THE SUBJECT PROPERTY IS: 152304929507. 9. ZONING: NEIGHBORHOOD COMMERCIAL CENTER (NCC). TUKWILA. WA. 10. CURRENT MINIMUM BUILDING SETBACKS: 12' FRONT (TUKWILA INTERNATIONAL BOULEVARD); 5' SECOND FRONT (S. 144TH ST.); 10' REAR; 10' SIDES MINIMUM PER THE CITY OF TUKWILA MUNICIPAL CODE. PLEASE CONSULT THE CITY OF TUKWILA MUNICIPAL CODE FOR FULL PARTICULARS. 11. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO BUILDING CORNERS AT POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE.) 12. STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HEREON ARE AS THEY ARE MARKED ON THE GROUND. OTHER PORTIONS OF THE SITE NOT MARKED ARE ALSO USED FOR PARKING VEHICLES. 13. FLOOD ZONE DESIGNATION = X. AREA DETERMINED TO BE OUTSIDE OF 500 -YEAR FLOODPLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP. ("FIRM - ) N0. 53033CO960 F. COMMUNITY NO. 530091, (CITY OF TUKWILA), PANEL NO. 0960, SUFFIX F, EFFECTIVE MAY 16, 1995. KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL. EMERGENCY MANAGEMENT AGENCY (TE IA'7. 14. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 15. THIS SURVEY KL VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 3, 2003. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER AND NOVEMBER OF 2003. 16. ALL DISTMNCES ARE IN FEET (U.S. SURVEY FEET). 17. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE- SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA71ON AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WRAC 332 - 130 - 090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN AD,IIlSTMEN'T ACCORDING TO MANUFACTURERS' SPECMTIONS. 18. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF F 04CER, INC.; JACK IN THE BOX, INC.; AND FIRST AMERICAN TIRE INSURANCE COMPANY. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO MY UNMANNED PARTY WIT"IT EXPRESS RECERTFICATION BY BARGHAUSEN CONSULTING ENGNEERS, INC. AND /OR THE PROFESSIONAL LIMO %0VEY R WINOSE SEAL APPEARS HEREON. ALTA / ACSM LAND TITLE SURVEY American Land Title Association / American Con9na on Surveying and Mapping and National Society of Professional Surveyors sam wMre sr&C SOUTH 144th STREET M WC. NO. MO20416tI03163 BASE ua .rem .,�• • • ; � LIGHT' .'BASE. s tis ai lws is an aft ae . s JO I1rI'E fII1�197' = '•_r. E lAr -ADS N+m29425 �+.. - � � .y. - + -,• .. -. ♦� �- .��.� X294 um -"ox -"ox L101 ff v.. _ {�': = . f : • f EASEMM A :; • ; . so so .Y 1 ; P1 041 IW ANk " , p 10 STATE OF 0"" FOR FIW 8Y RECORDED • . UIR7ER REGi011!>B� DEED . 95121400574 - N.- SSW E r CHC N:295.95 E d" CNC 5=295.02 E IS" CNC W=295.35 RIIwMat3oo.5 E 12" DI W298.03 LIE 18" DI S=296.77 E 18" DI N =296.77 LEGAL DESCRIPTION SITE THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHNGTON. DESCRIBED AS FOLLOWS.- BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH 20 FEET OF SAID SUBDIVISION WITH THE WESTERLY RIGHT -OF -WAY LINE OF PACIFIC HIGHWAY SOUTH; THENCE NORTH 20' 13' 20" EAST ALONG SAID WESTERLY RIGHT -OF -WAY LINE 138.16 FEET M THE NORTH LINE OF THE SOUTH 151.54 FEET OF SAID SUBDIVISION (AS MEASURED ALONG THE WEST LINE THEREOF); THENCE NORTH Sr 35' 33" WEST ALONG SAID NORTH LINE 184.27 FEET TO THE EAST LINE OF THE WEST 359.70 FEET (AS MEASURED ALONG THE SOUTH UNE) OF SAID SUBDIVISION; THENCE SOUTH 02' 14' 27" WEST, 131.54 FEET TO SAID NORTH LINE OF THE SOUTH 20 FEET OF SAID SUBDIVISION; THENCE SOUTH 87' 35' 33" EAST ALONG SAID NORTH LINE 141.62 FEET TO THE POW OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WfkSHNGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 9512140574. EASEMENTS AND RESTRICTIONS FIRST AMEMAX NO. 4W7A 1--8. NOT APPLICABLE TO BE SHOWN ON ALTA SURVEY. 9. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A SIDEWALK AND UTILITY EASEMENT TO KING COUNTY AS RECORDED UNDER RECORDING NO. 7409040397, RECORDS OF KING COUNTY, WASHINGTON. (DOES NOT AFFECT SUBJECT 10. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A SIDEWALK AND UTILITY EASEMENT TO THE CRY OF TUKWILA AS RECORDED UNDER RECORDING NO. 20020416003163, RECORDS OF KING COUNTY. WASHNGTON. (SHOWN) 11. NOT APPLICABLE TO BE SHOWN ON ALTA SURVEY. Cm of TumquA Al"OVED APR 19 2004 AS WIN pA [)1'�II'S10N rjyy o '%,/,wr a �t A, SURVEYOR'S CERTIFICATION PEPowr �r�R TO F • AND FIRST AMERICAN TITLE DCAIRANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PUTT AND THE SURVEY ON WHICH R IS BASED WERE MADE IN ACCORDANCE WITH 100NIJM STANDARD DETAIL REQUIiE1AM FOR ALTA/AiCSIM LAND TITLE SURVEYS." JOINTLY ESTABLISHED AND ADOPTED BY ALTA. AGSM AND NSPS IN 1999, AND INCLUDES ITEMS 2. 3, 4, 5. 6, 8, 9, 10 11 (8) AND 15 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSKNW FURTHER CERTIFIES THAT PROPER FIELD PROCEDURES, INSTRUMENT AND ADEQUATE SURVEY PERSONNEL WERE EMPLOYED IN ORDER TO ACHIEVE RESULTS COMPARABLE TO THOSE OUTLINED IN THE "M040M ANGLE, DISTANCE, AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL. WIND BOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS." 11 niov 03 R. WLLJAM GLASSEY. P.L.S. REGISTRAITION NO. 28236 DATE � o : v � c pM CID 0 Vm Q I Vm Cl) Vm I OD ca �m�o� � =goo � �za� Z cr; a �' 400 0 03� C E C CA x bm 46 20 W z CL 2 C14 ff) 04 CSI z ,0 0 � OC 0 OD C CV W OD •_ 1 I CV T to y/ w ' ,N ,N, LLI Is C�OW Y �.�: 9 � o : v � c pM CID 0 Vm Q I Vm Cl) Vm I OD ca �m�o� � =goo � �za� Z cr; a �' O u s .y.• 6 400 0 03� C E C CA x bm 46 20 CD 0 CL 4C CD 4D ,0 •C 4 D 0 0 0 •_ C ,r Cm Is W Q 0 40 CO ca O u s .y.• 6 Plant a IC4 6 Prune diseased and broken branches t�hr a el �v hose low first crotch 2x2 wooden stakes securely driven into . ground Sts to brown. Ulster basin with 2" mulch Unglazed planting pit oufface 1/2 topsoil, 1/2 native •oil, water thoroughly, fertilize DECIDUOUS TREE PLANTING DETAIL No Scale SHRUB PLANTING DETAIL .Prune diseased and broken branchss Water basin with 2" mulch Wact eld t tl fertilize as req'd Planting hole min. twice size of root ball No Sca Is NOTES 1_ Subgrades, including berms, to within 1/10th foot provided by General Contractor unless otherwise noted. 2. Subgrade shall be scarified or rototilled if conditions require. 3. 6" depth 3 -way topsoil or equal in all planting areas. 4. 2 depth fine grade bark mulch in all planting beds. 5_ All plant material shall be hea Ithy, full and conform to uSA standard nursery stodc,, latest edition, h. Plant material or size or kind not available maccg� be substituted only with approval of Landscape ,architect or Owner. 1. All mass plantings shall have trianc, ular spacing. S. All tree pits shall be inspected to insure proper drainage. S. Positive: drainage shall be maintained. Mound planting areas minimum 12". 10. Shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. 11. S" wide bark mowing strip where lawn is adjacent to bui lding. 12. Landsca Contractor shall maintain site until final i ns pection and acceptance by Owner. PLANT LiST BOTANICAL / CO1"IlON GROUND COVER SPACING DETAIL No Scale- Triangular Spacing � Lai LAWN /PLANTING BED DETAIL s No Sca Is DESIGN STANDARDS 1. All local codes shall be met in plant material spacing and sizes. 2. Gamy hardy plant material that is tolerant of local climate conditions should be used. The majority of shrubs shall be evergreen. 3. Sod lawn should be used wherever feasible and be loco 11 grown. 4. Street trees shall be spaced the maximum allowed by local codes. S. Trash areas shall be screened with plant material. 6. Only a finer grade of bark mulch "II be used. 1. Large expanses of bark should be avoided, S. Care should be taken to assure sight visibility out of parking areas. S. All landscape areas sha be neatly ma inta ined with clipped lawn and hedges, raked mulch areas and replacement of all diseased or dead plant material. io. An automatic irrigation system will be installed for all planting areas. 11. Loca i codes, manufacturer's specs, and local construction practices shall be used in construction of irrigation system. 12. elat heads skull be used in front of all reader boards and 13. fu irr igation "tan shall be used only at night during non -store 14. All irrigation systems shall be blown out and wi wized each Fall. 15. No plant or irrigation substitutions eha II be made without Owner's permission. o Prunus ceroslfero 'Newport ' / Newport Flowering Plum 2" Gal. 545 5 c n G r ' / Chontic eer P o r " Col. 54 S Galocedrus decurrens / Incense Cedar 10' min. 545 0 Thu ja O. 'Emera C Teen ' / Emerald C-�reen Arborvitae 5 x pu I veru en tus Simm�eo ' �Svnset ck se a I Ion Full 4 Bushy O Prunus L. ' Otto Luyken ' /` Otto Luyken Lau 1 21 " m in. Fu I 1 4 Bush y (D Er ice cornea ' Vivi I I I I'/ Vivl I I I i Heather I go I Ion Fu 11 4 Bushy o Buxus ' Ore Velvet ' / Cr Vc Ivet Boxwood 15" min. Fu 4 Bushy Arctostcf hylos ova -vrsl / Kinnikinnick 4" pots • 16" O.C. ..' Sodded Lawn � ►� � � �, L.�' � � � ` 93J0 BAL9QA AYEME SAN CA 12123 0=6161116fth �i i i I ib i PLANT MATERIAL SOUTH 144TH ST. SCALE: P' 40' o' ZZ a � i s u u 2� NI�AGTON REpS1ERED IO4CAPE MCMIECT 3+ CER7IFICA�II lhsw opedfi w -- A Aaotion we =Wwty N ,Mil VW am be ew . 00PW or nrr�oiroM WwAut Ib prewo" mitt" aon"nt. 05AM)W 1014 AM21 -04" MWAL 12 /19/03 PAYI 0110 ® cir■rlan r�vlwi rev. �/�4 Q Q 0 * 0 3:: r •rrV n ryED " n 1 ,r AIN STREET DE SIGN LANDSCAPE ARCHITECTURE 611 Main St. Suite F (425) 771 Edmonds, WA 98020 (425) 771 -5728 Pas C APR is �4 � NOSED B►t-a GMs LANDSCAPE PLAN • 06Z UJ U Uj =F LUX oC� UM< W iIM CONVERSION Alp 8365 3742 S. 144TH STREET TUKVALA, WA 11111111M1 Wo ll� lCNE LMner &n0VME RM L -1 • Finish grade/ Top of nwi4h MV plait�M�t nozzle I/2 -inch male NIFTx .440 Inch Do Ebow 12" Nipple or Fvnny Pipe PVC Schedule 40 Tee or Ell 1/2 - Inch malo N PT x .4qo Inch Barb Elbow PVC Lateral Pipe POP-UP SPRAY SPRINKLER No Sca IQ )' Marlex Ells Schedule 40 Tee or Ell ;lass 200 Latera! Pepe DOUBLE SWING JOINT No Scale Finished grade Select badcfill remove rocks, slurp ob obje cts �'p J PVC Glass 200 : `- slsevina twice size of—pi Latera I or - Mainlinee i;7Xil-7171 Ga Valve &1 w2n1 % 1 =' Vo Select backfill, ". . remo s and ..' sharp ob j ects �. : PVC Class 200 ` Lateral - PVC Class 200 — Mainline Valve win" ING DETAIL Pressure Rusting va lve, if required —Master Valve, if required PVC Mainline �-- Double C mk* Valve �— fkub out from Domestic Meter, or separate irrigation meter POINT OF CONNECTION No Sca Is IRRIGA11ON SCHEDULE F so M a I -"OH 50 0 74H 0 - 6 - U 0 RAINBIRD IWO Mf"R 15' SERIES 4" LAPIN POP -UP, b" 6.0. 1:70 15' 0 - 0 0 RAINBRD 1600 MPR 12' SERIES 4 LAIN POP -W, 6" 6.0. 50 12' T T E) RAINBIRO 16W HIF'FZ 10" SERIES 4" LAPIN POP -UP, 6" O.C. 10' (] � 9 RAINBIRD 1600 be SERIES 4" LAPIN POP - UP, 6 6.C. 6 ' • RAIN SIRD 15000 -F FIJLL- GIRDLE flUEBLER 2" POP -UP O RAINBIRO 1 6W MPR SIDE STRIP 4" LAPIN POP - W, b" IS.G. 9'X18' B RAINBIR,D 100 MPR SIDE STRIP 4" LAIN POP -W, b" OZ. 4 ® RAINEMRD 1600 NOIPR END 5TRJP 4" LAPIN POPAP, b" 6.C. 4'XI'S' Z RAIN SM PW 5ER1 PLASTIC VALVES Q RAINISIRD ESP -&-Z 5E'RIES 6 STATION CONTROLLER KTH RAINBIRD RAIN 0H5CK AUTOMATIC, RAIN 5 WOFF, MiOUNIT ON ROOF ® POINT OF G NNr:r TION. 5/4" IRRIGATION 1WIETER 5/4" FEBOO 630 CkXCLE GI"EGK VALVE 5/4" GAMC.K COUPLER VALVE / - , - \ STATION \EJOF" 411110 41111111110 1 -1/2" MAINLINE, PVC, 50HECRAM 40 LATERAL. LINE, PVC, C4 ASd 200 SL.EEVIN O, FVC, C4A96 200 CONFIRM EXACT LOCATION OF PD.C., C041RoL.LtR,► DATER AT P'.o4. • ALL VALVES IN 'AMETEK' OR 'CARSON' WXES 'SET AT FINMHW ORADE. • ALL Y51OW PER PLAINS, WCAL GORES AND MAKPAGTU =%h 9FW9. o TEST DCFOIIE DA49FILLIN4D. O PLAN IS PIA9 U M- A0409T LINE AND DEAD LOGATiOW AS NEUMAWY To ASSM COV IRASE A?V COWORM V4TH AC<4rnW CONSTRIJiGTk;N P1tAGTI0ES. E 103H 50 I -"OH 50 0 74H $O 032H 3o 1:70 50 1.15 50 1.21 50 0.61 50 *10W ght alaov. ade .11RIMIned h la id. stack Plea only. Way head grade pple a 1 i r r i i I ib i b S SOUTH 144TH ST. SCALE. 1 " = 20' -0" 1. OF IN�A� STATE REgS1ERED I hf It " 4CAPE MAw1ECT V KEN L ONE CERTIFICATE No. 3 AIN STREET D ESIGN LANDSCAPE ARCHITECTURE 8ff main St. Suits F (426) 771 -4809 Zdmonds, WA 98020 (426) ?71-6728 Fax L -2 [R-91GATION PLAN J� �v WX ON= AMU so DEI00` a Imn 0 =h*b %ftk& oW = be eeOwl or es/um erWNW ih wwwo srlttM oorint Oa/br/b3 104 A0121lEI,�:� lZ/19 /Q�3 PAL GLO A A A A 21-4� lot 0 A% Z- �o 3� JU � Q �T V cm of nw^A APR 19 Z004 pg "01 ED `gLI1LD��G � ON 06Z LLA V =F LLJX ad u LL9 A i t CONVERSION J1 it 8365 3742 S- 144TH STREET TUKVALA. WA WAk r • a I N I 9 .K.- 4 SECT 02900 LANDSCAPE PART 1 GENERAL 1.1 SUMMARY A beation Waskeies= Worm, Includes all I,�be�r ma la I and equlpmrnt necessary for proper eexecutlon or ti'Ir nllork sifts Inak�des: L Topsoil. 2. fine grading S. 1 materla I. 4. i artllia g all plant material 4. Mulah. b. Cleanup of ent ire •Ito. 1. One year guarantee of al work performed d. DranuNngs, the provisions of tltin A�reemeft, I+cludinia bonds and asrtificatos, the al Condlt and Otvts I specIncattorr•ectkWo apply to all work of this Section. G. Substltut Suubotltut will be considared only under the tress and conditions of Section 0600. 1.2 QUALITY ASSURANCE A. All plant materia used "If be true to name and size, nursery grow stock, unless otherwise specified and e:onfarm to the American Standard ar nuuteery stock lamest ed ltlon. B. sh II direleast o all l dpua� supervi be responsible tor a i wwo performed of the �°•I+Ct enh a t C. The protection of all exist tton that Is to be retained shall be the respanobllity of the �pe actor a" with all vegetation on adjacent prope'4 13 GUARANTEE A Guarantee all material* and worlranan Hp for one year from date of ar.�eptance by Owen. Contractor shall not be halal respawnslbls for damage as a result of vandalism or extreme climate conditions. Stolen or wins mateertal before acceptance of project by Owner shall be responobillty f the Contractor and replaced. 15 This gua rantee is contingent upon proper maintenance by Owner. Peeriodic Ispeeweans shall - be made by Contractor cu=J"Or ran tAw lod and M�ati�pwr ma lnterran�cr shna 11 be brought to Ow attention of his a If malnte nance is not 10C w ithin �days, the Contractor may reject claim cawed ma n C. All pplant material that ne =ro ctg Will be replaced within b day, of notification of C�nwnw, unless weather plant avallabllity or other on site conditions exist. 1.4 MA INTENANCE A. All planting areas shall be maintained during construction and for !10 days by Contractor after final acceptarn:e Owner. Mamtdanancse shall Includes watering, weeding, pruning, plant r+oplaecrment, re- staking and guying, lawn mowing and "I ng. B. All wale, drives, end pathed areas shill be kept clean during malntervwcee. 1.5 INSPECTIONS AND ACCEPTANCE A4 Scabgrades will be Is}.>rected and acoeupted by the Lear+dscape Contractor before start eDf' Irtgation insta Matron and plea: anent of topeol1. All construction debris, large rocks and Mipwervtous soils will be removed B Give Landscape Architect or Owner Rep. 48 hours minimum notice for all Itipec tiors. C. All plant material will be INrpecterd for corm, health and size bsfcrs Installation. D. Final larndscape and irrigation Installation will be inspected by Landscape Architect or Rep. if necessary, a re Iopertron will occur for all correctkma. E. Aceeptane:s will be made in writing and maktaw n o and plant guaranties will eoe0nerhtae Pram that date. -''ART 2 - MATERIALS 2.1 TOPSOIL A Topsoil shall be Pacific Topsoil 54)69 Mix or locally sliced approved equal. All topsoil .hall be fees of stores, clods, sticks, roots crud iii other debris. it stencil contain no toxic material. Submit sample to Landscape Architect before irwtallatlon. 2.2 MULCH A Fiin+re grids bark mull% Groco, Stoorco, Grolite air approved equal. Submit sample to amts pe Architect before tnnstallatian. 2.3 FERTILI A W=V-20-26 Transplanter In all planting pits per manufacturers recoenmendati x*. Granular Form Fwtllftw for lawn areas. 2.4 LIME A. Provide an Acid- Neutraltz ageent, Agro Dolomite, or approved equal to bring the pH factor to 60 in all plant and seeding areas. 2.5 TREE FRUN IWa AA "Tree meal" or approved equal, shall be used to repair all ties wounds. 2.o TREE STAKING A, 2 x 2 fir tree stakes. 15. * gauge galvanized steel guy Wires. C. New 3/8" clear vinyl hma 2.1 PLANT MATERIALS A. Plants not conforming to standards and re trarwnents shown on accoe ing plans way be rejected at M.00M In gr ra�hnnrr lanting areas, precrederncs thrall I� given to •F�oeeciffecl dlstanee on cewKer fharh estimated nudoer of plants, be It'large r or small,, unless speecrncally indicated on plan. d. Standards for gradlwg Inckado: " Ornamental Evere ewh and Deecidkwa Plants Nursery Stock. Standards for t�s Washington Slate Department of Agriculture" (Order No. 1230, 1321 and 1322) and the moot recent eeditio n of "American Standard for Mrsery Stock". G. Planet materials thrall be rxrswy ggrrohrm under climatic connditions similar to kO�caltt of pr oJecto and shill have been tfansplanted or root pawned at least onus In thelast thrree� P4rrrt eiteei shall bar rrx�mally sh>wpsd, tonal heo well brandied! and rolls when w loaf: and shall hive hoe cot systAerms. Array p raa sal, which shows signs of noxious woodb In the rootball, will not be and will be knedlate N removed from the site. (Noxious wood* Include, but we not 1 iced to, Gluadk grass, Canadian thistle, Worsetarl and Manning glory). D. Trees mat be self- supporting and be straight to A*Ad with leader Intact. E. Tress with broken balls of earth shell not bo used in the work The rootballs not be sudh that, if taken from their container, the root system Is sufflctent to held the ball Intact. tkdor no circumstances shell contaner stock be handled by OWN trunk+•, oleos or tope. F. Container stock shall have bow grown M container in ■hid#n delivis for at least roux months but not over tiro Voter's, and ohatl not be reootbouurnd G. Plants larger to size than those specified oat' be used at no additional cost to the Owner. Plants at sizes other than speeei must be approved in writing by the Landscape Architect H. LO G& or sod will be used, selected for specific *ite and Condltkm. FART 3 - iMPLEMENTAT I ON 3.1 EXECUTION A "for to starting work, 0WOMIy ispeet Installed work of other trades and vwlfg that such work is I leRe Ire► the 3otr f whera warns of this Section oft praper io- mA ltv the r4refttect In witting of conyKkM deetillrental to the pienper and timely comp porn of " soft d. Pkmove & 11 aanrtruCtton debris inge rocks, weeds, aooM and ot+h er debris. It hleneiaWjdo is roop eeed, allow Here before as , C` Do not begin Insta llation until all ~ttsf&c" eandhtlaes are resolved NOV Inr work oonot of *" cornditwe Mild i mponsblllty ror erAllerdot moaNMilon caused by prior observatPM concept". 3.2 LAYOUT A. The location or plant material and landtaape elemea" shill be verin" by the Landscape Architect prior to Installation. The Landscape Ard teat rotabr the right adjuet boatkm. 33 TOPSOIL INSTALLATION a Add aw - & - enw as roWired. e. In o t « Il ado to a mi nom depth or 4" -W. Apply 6 or topsoil, IW*IV rototlll C. nit plant treat and shrubs per drawings. 3.4 FINE GRADE A All arms shall be fine graded to specifications kWare plaint" and fk�th With adjacent grader, unless Indicated otherwise. Positive drainage Wa ll be ma M a II areas. 3.5 FINISHED CONDITIONS A. In planting areas, finished grade shill be V2" below albs, walls, drains and all surface edges. D. In lawn areas, finished grade sha ll be V2" above top of curbs, waft, drains and all surfa odg is. 3fo VERIFICATION OF GRADES A All grades shall be verified with the Landscape Architect or Ow are rep. prior to planting. 3.1 LAYOUT A All plant locations sheII be staked and then locations verified by Landscape Ard Acct or Gv ners rep. B. Any variance between plans and actual site shell be brought to the attention of the LancMcape ArdMte ct before proem dtng. C. For mass planting areas, boundaries may be staked rather than Individual plants. Spacing 0-all bee in a triangular pattern. 3.6 PLANTiNG PITS A Plts shall be dug as indicated on plans. Scarf Inside surface of pits. positive drainage iron all rootbal . Notify Ayer if planting pits do not drain so corrective action can be taken. 3.9 PLANT PROTECTION A. All plantings shall be against unusual weather and the public. Uns"oona planting may row" special planting techniques to triune plant survival. if plants cannot be planted within thirty - slx (36) hours of arrival on site, they shill be " hooked eed ire" and pi otaected with much or earth 3.10 PLANTIWG A Trees in Planter Becio: Hold -1d in center of hole with nursery crown height raised apps' Me seta Z above flnlil'heecl grade of topr►oll. Firmly compact bad rag, then nil hope with u titer and allow to settle. Iftmove all etrkq ties or straps ho rootb�all a balled and burlapped plants form cram area. Canmplet�e brdcf111 It compactN 1" -2 clasp basin area above outer edge of r'ootball. Fill basin and let water •IarTy pwweato soil. Remove all string ties or stra holding rootball of bailed and bur tipped plants From crow area upon completlan of planting. Top - dress all plantings with fertilizer per manufacturers specifications. Finish grades of trees after plant and settling shall afford positive drainage away from crown one quarter of an inch 1 1/ ") per root. B. Trees with Tree Wells: Follow same procedures for tress in planter bed, but eliminate i " -2" basin (see planting detail). Finish grade of trees after planting and settling, shall afford positive drainage away from crown one quarter of an Inch (14 per foot. C. Truer with Tree Guards- Mold trees in center of hole with nurowg crow height In above finish grade of topsoil. To coeplete planting, follow same procedure to T roso in planter bed, but eliminate I -2" basin (sow planting detaail). Finish grade of trees after planting and settling, shall of ewd positive drainage away from crown. D. Barefoot Treys: Keep roots of barefoot trots moist and covered with sawdust or a soil modium until tree is ree to be p laced in hole. scold true in center of hole with nursery crown height raised approxMatsly 2 a bovee finish grade of topootl. lladcftll approxlrately halftway, lifting tree 2 to 3 tines while nrmly coeipaeting backnll. P411 hole (se. in bed, in sod with trees walls or tree in sod with guard) Barefoot trees shall be planted only between Novendoor 154h and March 150L !« Shrubs in Planter Beds: Hold shrubs to center of hole with nursery crow height I" above finish cr edo to completo planting. Follow some "ic cocks a for tree In planter bed (see dotati plannting) F. Backfill material shall be one half native and one half topsoil mix, heweln speclflocL a All container grow plants uhall have the *ides of the rootballs scarified prior to planting. H. Rootbolls, which have dated slgntflutntly, shall be soaked before planting. Freshly dug plant material, witch Is dry, Should recelve ennoug damage it. h water to moisten rootbali but not I. Prune broken roots vorticaliy with a sharp kuntfe. J. Notify Landscape Architect it drainage corrdttiorw are advroee. K. Use water breakers on hoses for all watering of plan 3.11 P`FWN ING A Thee Larndsc.ipe Architect sha11 supervise pruning of trots and shrubs. Limit prurning to the removal of WUUred twigs and branches, unless otherwise directed All Injured tros roots ohs11 be pruned before planting. 3.12 MULCHIWG A Provide 2" layer of mulch on all planter beds. Max1mup depth of mulch at crown of one and azalea* she II be one -half Inch Before Istallation of mul % contact Lancle ArChitect for seems -final h"k*iCn of planting areas, gr a des, soil depth and plant locatkm should the Ianndscape Contractor Install mulch before I"tpeCtbn, it shall bas at his own risk If sod has been laid prior to mulching, the Contractor shell take all necessary pec"I or* to protect the sod. 3.13 FINE GRADING iN SOD AREAS A Finegr ade to a uniform finish folk contours at all areas and removing all surface roeak'iargeer than 3/4" in diameter. 3.14 SOD LAWN INSTALLATION A Sodraling shell take place after shrub planting and wu erg is compk�e: Install sod so tight that a II JOIr" are and smooth Lay sod with long�edgw to the slope, Alternate Joints in running Sorted f ashi n. Roll sod to provide a uniform surface. Irreegularitles of i" In 5 will be the maximum o @F & mig Is tolerance. Approval will be booed on un1form, healthy and vigorous growth, with no dry or dead Any sod which has not been n Installed within 12 hours of ousting shall be. omoved eliopvsed ear off -site. 3.15 FINAL CLEAN UP A Clown all planting arenas and finfel rake. Wash and clean all bulldog and pa ving arfaoes that were affected by larwdteapee msla llatlon. 3.16 GENERAL A. The IancMoope landscape eoneraetor 0011 be responsible, for a W -day period after a0 - -- 1. bV Owner, fdhr all plantings and worst inckierKMl thereeof in good condition Uft , M!r e0u1t1vlt r dal ahei neoeesiary aperet1cm of � for ton of root 9voth a plaint Itfe, so that all work Is to a satlefs" conclKlom GZ aareuas shill be mowed as edhrI ng colnslructuon to watrrtaln a hei of 2 e. No work shill be do - 6 within, odjaom to or ovr■r any plant or' Pk "Ng area wento ut Fwgmw sa feguards and protection to the plant metw"L C. P aths, sW11000 hs aryl all ad w paved areas *011 be kept elenan ohm plAnttng and ima"Ovimme operatievns we In pr alp 1M•. Q 0 4 2 SECTION 02150 IRRIGATION PART 1 GENERAL 1.1 SCOPE OF WORK A Inlrnleh all labor, watarlals, tools and erqugvwewK a• necessary nor proper eacettk+ttor+ and eLn�ompWAMM of all Ir tic" weir. Yiethr' spend 1dally $arrelor+ed or cot, the W." 16 that the comrsentor shall a eteMpin " and operable system a• medicated an the etrawwng•. No sub t"Wns are Is wNhluOUt prim written ""am or the Architea0t. 1.2 WORK BY OTHERS A. Mstalla0m of lip - volt oleo k"I searvwo rroo owavical source to autoenatlo Gar, rolleer, MncludMng wire hook -up No mouMad controller. krigatton C.aNraez4oN► Will marK carp oller Par door OW emordbow so Osumi commew. W Pt*ovlols threaded stub out at discharges side of domestic water meter or eeke" mentor it used ibe per plan, 1.3 RESPONSIBILITY A The Irrigation Contractor shall be resporlble for protection or adjacent property, exist vegetation designated nor preeselrvation, and the sarety of the gOMM Its The existence and locations or % ' r ound Wlit are not guaranteed And ohs I be Investigated and verified In We iWkJ by the Irrigation Contractor before start work 'line irrigation Contractor w ill be required pr state lane to call the tJnd nd titllltiees Locator Service bore re work cdrwwernar•. Tin Irrigation Corriraetex shall held respeorstble for any damage to and protection of existing urrtllittes and • trurctws. 1.4 VERIFICATION OF WATER PRESSURE A v eerlfy water pressure at point of connection. 1.5 VERIFICATION OF EXISTING CONDITIONS A Beproceeding proceeding with array 'k. the Contractor shall wary all dimweDn 'n•It pertatn to th e location of Irigation ""wit. should any errors or conflkA* In the drawings iricatku* T round, Contractor shall IsrrediatoN� notlry the Landscape Archi Ito PERMiTS A The Contractor "it apply and pay for all necessary permits and fees required by the 12 ov005r`51" codes. 1.1 INSPECTIONS A tlhnern trernoh M coth inspection, head lagout, pressure tests and P1Wfd7rm&=0 tests are to bee eonductred, the Contractor shall give advance notice of forty- oicgrt hours (48) to the Landscape Architect. 1 Z SYSTEM FAMILIARIZATION A, Loon acceptance of tern by Landscapo Architect, Contractor shall provide neeassary Incas aned/or otter of necessary to operato/dra I sy Vactivate stem and she II spend surf ri time with Owner to insure that system operatlonA na Interizkng can continue on after the departure of the Contractor. Contractor shall label ctrautts clearry an controller. 1.9 'AS- BUiLT' DRAWINGS A, Marked prints ohm the actual installed location of all irrigation eequipehoent shall be provtealsd within 20 daujs of final ecoeptarnae�. 1.10 WARRANTY AND REPLACEMENT A. Warranty mateertals and wonirwsnship for one y ea r from date of conditional acceptance. This warranty excludes worts dorm on system by others after final adrvept! i M 1.11 QUAL ITY ASSURANCE A. All work shall eompky with all local plumbing and health codes. Contractor shall be responsible for all necessary peermit&. B. Contractor shall be a qualified irrigation contractor with a sprinkler mechanic's Ilo wwwa Submit "Jeer names and locations or past gobs whin red b the Arc tdh&. C. All electrical work Involving the contractor shall be done bey a lk; r&od electrical contractor. PART 2 MATERIALS 2.1 GALVANIZED PIPE A. Shall be Schedule 40, domestic manuf and shall conform to ASTM 04wignatton A 120 - Fitt" shall be malleable galvanizes& 2.2 PLASTIC PiPE A. Shell be PVC 1120 or 1220, a :lass 200 for all latera I piping (downstream from valves), Class 200 PVC for pressure Tins, and Schedule 40 between meter and double -sleds valve` B Pipe *hall be marked with manufacturer's name, class of pipe, NSF sees I and date and shift of manufacturing run. Pipe •hail bear no eevickres of Interior or exterfor extrusion marks. wands. C. Pips walls shall be uniform, smooth and gloosy. Pipe may be pro - bodied or with individual solvent -weld couplings. D. Fitt •hall be Schedule 40 weight, fuel size. Fittings, cement, and thwvm shall be of brand!*) rocc 10 0 cl ed by manufactwtir of pipe M Sl ovkng to be PVC Class 200 or better. 2.3 REMOTE CONTROL VALVES A Automatic valves *hall be or the s ize indicated on the plan, valves shell be ralnloird seeder or approved equal. vales shall include a flow aeQwtment /shut -off handle and shall be an all- pla*tie 24v -solr o4d sloe "I* valuer � �0 � o d �E 2.4 AUTOMATIC CONTROLLER 0�+ 10 A Per Irrigati n Flan vVP* ov 2.5 CONTROL WIRE Na o A w14 t,F direct burial oke. White sha be common, red the valve mWx", yellow the master valve, and a fourth color as a spare wire. 2.6 SPRINKLER HEADS A Meads so specined on plans. 2.1 RI SERS A. awivanNod or bcheedule tie, PVC. 0. shill be of same IPb as the oprWr bases. C. Pop-up we Rulers 0011 be on PVC W" .cams risers .ftle ohtrub trgve sprmM rs *hell be an a do&A le swing riser. P. Now Beata ll•. 2,9 5ACKFLOW PREVENTION DEVICES A, prvuble- clodeu valve thrall be Installed on the 0 of the meter ce or servi gorvw ion se slow eon the . MPAN a - chend va les, eahall be ear hneavy -oAazy cornst+rn�Ctian wish all bron bodies, valve an s d tenet coda . Deauble - eah"* valves shall be desigrweuyl to opwaw under 00 Klnuokus e0 pouRting the Ave flow of .inter at all t ime•. Air Irtakse 0011 be spmtrr8 looded to lip" Fmmkhm upon rdeeNe of pressure of vaouuum a*~ In the line. Oouble -check va shill be Aennlshned Wth approvrad ealteak valves, Islet Mnhd shut - oar valves and "old testing code. sehssaewb�ly for Various soft stencil be Mel epeusulAed own lillee• 011nerwNe •peCMMkd, double - 41000, vaNw Il have a •ervtve ratpng of JIM for Horn- oltoe* cold water. chmo K- e+hook valve &see" two bier Pdbw SAY or epp a wad O "L 2.9 QUICK C.OUPL ING VALVE A *A* o=&11wo ee AN to bMbVd 44 814" gwak aaPMrn�i vekm ;, ear" app a'w ad 69FO1- PheatiteoM w1Mr hno swivel dit e ft 2.10 VALVE 15OXES A. All valves to be ear knod In a vales box. Mmwte contr valves to be Installed w an AAMETM 12 standlarml box, or equa Double -d'e0k valve to be Insta In a G41M0N Am be box, or "Al. QAdt ee"Wlng valves to be Insta In an APaT/K ftom ey turf box, or equal. 2.11 RAIN CHECK AUTOMATIC SHUT OFF A 1111lrrer to drawing. PART 3 INSTALLATION 3.1 TRENCHING A. Tranainas shall be straight and without abrupt gr a de changes. Trench bottoms shall be Mat and clean of any large or shop rocks. 'The treneah depth •It'll be enough to allow 1E" or cover over •prlg*ler wain Ilse and 12 of dour over sprk*Jer torale or as Per applicable muanlcal coder. Ielpra sleeves shall be at a wlnMmuam depth of IZ" and a ma ximum depth or 24." 32 SPRINKLERS A All lawn pop-up sprinikilere to be on triple swing Joints and set nosh w i th finish grade, per details. Lawn pop -up Will be set b" an canter of head from all curbs, sidecwalks, and 12" from bWldings. 15. All shrub sprleklws adjacent to curbs or walkways are to be set 1/ -2' above grads All shrub ep WkJdrt to be on ga IvanIzeed or Sch 6dule W i■viC riser. Woods will be Got 12 on center from waft and curb•, 0 From bulldogs. C. All nozzles to be adjus and balanced. 33 RISERS A Install rlsors per details. d. Minimum riser •hill be the pipe size of the sprinklor head. 3.4 DOU5LE - CHECK VALVE ASSEMBLY A Install per detail. B. Baddlow proves tion devices shall be installed in location show on drawings and shall have sufficient clearance fbm other materials for proper mamtonanca Minor acjuisuner" of location may be required for technical purposes at no additionnal coot to the contract C. AAI double died va lves are to be enck od in valve boxes. D. Insta according to manufacturer's opecincatk nw, and to local m mic; I scarier. 3.5 REMOTE CONTROL VALVES A Befoo Istallation, supply line shall bee thwxo uughly fkwhed. 0. Enclose valve In valve box. C. Provide I CF-3/4" minty washed gravel suwip ureter each va Iva: 3fo QUiCK COUPLING VALVE A Install per detail. B. Enclose In valve box. 31 CONTROL WIRE A. Control wire shell be taped together in MY Intervals. 5. Provide a 24" loop of control wire in each valve box. 3.8 AUTOMATIC CONTROLLERS A Electrical wiring shall be Installed accordinng to local cads The cost of all electrical work neecessary to make the automatic + ant �p wate pr CPO ly other than that Inckucked in Section 12-Work Dy Others, shall be Included in this contract. B. Location and tt9p a of mounting of controllor shall be per plan. See control for mounting d.tall. G. geG ice valves per n wi owl ng system on plan. 3.9 RAIN CHECK AUTOMATIC: 514UT OFF A Install on roof above controller room per manufacturer's spowncatlow. 3.10 PIPE FITTINGS A. Due to the nature or PVC pipe and flttingo, the Contractor shall exercise care can handIkS loading, unloading and storing to avoid eclaeage, The fist shall be stored under cow,, and shall be trarsp►orted in a vehicle with a bed long enough to allow the length of pipe to lag flat, so as not to be subject to urndue b rding or eraneo ntrated external load at P oint. a Sohoont welding Joints shall be given at least B minutes set -up time before moving or handling. Pipe shall be partialkj center kmkftd to prevent slipping. No water thrall be recreated In pipe until a period of at least 10 hours has elapsed for solvent wotd setting and curing. C. ldadkftlling shall be donee when pipe is not in an eoiaanded conolttton des to heat or pressure. D. Beare N pressure testing, soluble weld Joints shall be given at lea 24 ftwo curling time. E. No PVC pipe way be threaded or canrected to a threaded fitting without an adapter. R Groat cars must be taken to Ihsursr that the inside of the pipe is absokAsig clean. Any pipe eennds not being uworkeed on should be protected and not lest opens. 3.11 PIPE SLEEVES A. Where shown on t= WIro km and whoever irrigation hies or wire cross beneath paved surracet�ptping shall be Installed In sl mmm. Sze to be two tines piped 'P, mb * m 2 *Is svee shall be pf 4ded for wire. See detall. 7 C9 r 3.12 SYSTEM FLUSHING Cbvr�., A. Entire systeem shell be flushod prior to Installation of sprt &Jw nozzles. 3.13 SSURE TEST A I JoIK*, eanreCttarn, etc, shell be left erecp Med until after cat pletion and see 11: i tie of pressure test. 15. Entire mainline shall be capped and pressurized to WO PSI and shill remain so for a period of two (2) hours. C. Joints and conre"lans Sha be ch odcod v owlkJ for leaks. All looks, however minor, shall be r" MIred and coo, octocL 3.14 PERFORMANCE TESTS A tip MOey71etO9yttem I eDn, stallatt C "rietor sha oper system In ppeneeerenee or Pe Id Automatic system 0011 be eVeleed to the satisfaction of Landscape AreeahMteet and Owner. 3.15 FINAL APPROVAL A. tllmn cejo let lon of all feels, now approval for system 0111 be e.e,�aniwngerrt upon CaKraetor apps • t$ed anal No sprtrNar itNeeleeelrleMl penmta as may be Mh thne arm. r_ O'� 1G7 . A T 4 WARRANTY A . 4.1 WARRANTY A. All PNU and labor 0111 km guaranteed foe CM ymrr uM neat M crest 00 by do w. END OF SECTION .., .... ... .- .�n.wwwr. . i.�'A- • .._ -r.. w, ...r Mi'...� a�M•�.+Mn -.r .. .... .... �. n.. .�r�r. y....M.M.. Y .M�+��Y l....- '�"���.. ». .... `" N&M DEPARTMENT U 9011144 A A%W SAN CA IM23 01999 Jack in the Box Inc. 1lneseer drorrienOe and eapaoiAoottons and mM be o*W or rrWoili oil wwwut f PWAame W It ammo. MAIM 04 A012MMIJOAq dates RELEASE: 12 /19/03 P.M.(JB ONLY): 5 12 - -02 PERMIT: BID: CONSTRUCTION: revisions Q 0 0 �g s CL V 06 Z WV W W= LLM'Q site information MK TYPE: CONVERSION CAB f. 8365 ADDRESS: 3742 S. 144TH STREET TUKVALA,, WA DRAWN BY: ARR SCALE. 1 " = 20' S L=3 f ,... 11 I `J C17 9 WATER HEATER MIORKSTATION I� II � DRY STORAGE II II II II II II 5 I I 5 1 WALK MI 8 I I e � COOLER IM , I 9 _ _ 11 - 1 - =301 --- __ T '�sssssT I I I I 4 I 12 Fl II II II tl II 1 II II KITCHEN t II II II 5 II II 8 II II II O LJ I J r— I I I I I � I I I 1 L------- I I I 1 14 1 1 I 1 � I I I 1 WALK IN 1 1 4 1 1 I GAI LEY F �'� I I I I PREP. I 6 I I y I I I I 11 I ----------------- - - - - -- rl _ J N 4 LL �� '`IESTIBULE �M 1 YMOMEN � I I I r I M � I II 0 04 ' L ':� -i I I 12 9 I I II II r I II II I I rl II I I II II PUBLIC 11 1 I II I I II 11 I I II I I I I 1 I I I I I r I I I I I I I 1 I r 1 5 I I 9 $ r r r I r r PlgC UP I vv 111 , IHLh i IVA 1 III 4 1 T 6 i n II 7 II II INNING II IL-------------- r -- -- -- --- ---- _..... --- -....- II I 1 10 II II ii u to 0� gRoo OROVED APR 19 ltt4 1� 1� 1� 1� 1� 1� 11 I� �I Ih i4 IU �4 �d 06Z N LJ.JU W LLj = DC � somm9 1 ob in W TYPE: CONVERSION 8365 3742 S. 144TH STREET RECEDED TUKVALA, WA O Y OF Ti IKWII A .: i ! DRAB! BY: ARR PERMIT CENTER 1 / = 1•::g DEMOLMON PLAN U Till , 11 DEMOLITION KEY NOTES 1 1 r NT 4 1 REMOVE EXISM WALLS AID DOORS TO EXIENT SHON N ON PLAN 9330 N" AVENUE 2 REMOVE PORTION OF EXTERIOR WALL TO ATE NEW SAN DIEM CA 92123 DOOR. C 10 imi IN #16 Ba hL 3 REMOVE EXISTING WALL AND COUNTER TO EXTENT SHO MII ON PLAIN. 7how arhd • 4 REMOVE EXISIMrG PU*AM FIXTURM we ow ,wait ti thr Mac b�c oM " rat be osOW or rep neeuoM irWwA k• oroWsm ■r W oon•ant. SAWCUT SLAB • AREAS NECESSARY FOR INSTALLATION OF NEW 5 WK PATCH W/ r CONCRETE ON 2" OF SAID ON 6 ML VAPOR BARRlIER ON 4' MIN. GRAVEL BASE. INSTALL 1a' X #4 '61-,11 DOMEIS • 18" O.C. TIN. DRIIL, AND EKED r EXISTMNG SLAB W/ EPDXY. REIFASE: AUG. 5 2402 6 REMOVE EXISTING WALK IN FREEZER AM COOLER P.M.(JB tN.Yk J§ 12 -31 -02 7 REMOVE ALL EXISTING CMG ROOM FIXTURES AND LOW WALLS. T.. DISPOSE OF AS INSTRUCTED BY JB CONSTRUCTION MANAGER. ov. 1/27j04 8 REMOVE ALL EXISTING KITO* N EQUIPMENT AND FIXTURES OOINSTRl1Cwk 3/15/, 0� 9 DISTMNG DOORS TD BE REMOVED. 10 REMOVE EKISTI NG PARTIAL HEIGHT WALL -2 Ons ® 3/15.. GE'11ERAL REV. 11 REMOVE EXISTING BANKLINE. 12 KIM EXISTING HOODS. Q 13 REMOVE EXISTING ROOF ACCESS. Q 14 REMOVE EXISTING ELECTRICAL EQUIPMENT. Q 0 0 i IVA 1 III 4 1 T 6 i n II 7 II II INNING II IL-------------- r -- -- -- --- ---- _..... --- -....- II I 1 10 II II ii u to 0� gRoo OROVED APR 19 ltt4 1� 1� 1� 1� 1� 1� 11 I� �I Ih i4 IU �4 �d 06Z N LJ.JU W LLj = DC � somm9 1 ob in W TYPE: CONVERSION 8365 3742 S. 144TH STREET RECEDED TUKVALA, WA O Y OF Ti IKWII A .: i ! DRAB! BY: ARR PERMIT CENTER 1 / = 1•::g DEMOLMON PLAN U Till , 11 • i GENERAL NOTES BUILDING: 1. ALL S SIIOIMI TO FACE OF EXIEIUOR wA1LS AIE FACE OF SUlD .QS.� ALL OIIENSIOMS lIIOMII TO r11FJr01t wALl.S ME TO mium OF S1UD. U.O.N. 3. IILL In EX1EItlOR WA S SHALL BE ZM SOD S1UOS AT 1A' O.C. IM/ S/r' 111PE T MM11FR NESISTANT G1P. It ON 11HE MIENOIt FACE, U.O.N. 3. 4. 5. 7. GREASE TAW GREASE RECOVERY TAP IK SEE EXT. ELEV. AND PLUMB NG DRAVINGS SEE WTCHEN DWGS. FOR WORMA11M ON W.LF./W.LC. SEE PLUMB. ONG& FOR NORMATION ON GAS INTER ELECTTNICk IE1ER, -� SEE EXTERIOR ELEV. AND ELECTRICAL DRAMM A. ALL NEW INTERIOR WALLS SOIL BE 20 WOW STILES AT 2e QC. W/ 5/B" TVK Y CV. 80. ON @DIN SIDES1 U.O.N. 8. C> INDICAYES IN TERIOR 'WALL FACE W/ 5/B" PLYMOD IN LE) OF 5/1"' TYPE T CV. 80. C. Nr DICAIES NEW INIE111OR WALLS THAT SHALL BE 24' O.C. D. FOR TYPICAL NN IERIOR WALL SEE 1! PROVIDE 2x SOLID BLOOM IN WALLS AS REMMED FOR FOM- CEI NT OF ALL GRAB M RESTROOY FIX1UAM PLUMBING; LINES, WALL BUIMII RS„ ETC. SEE INTERIOR O VATM SHEETS A7.0 & A7.1, FOR E0JFMENT HEIGHTS & LOCI1110NS. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WM4OUT ANY SPECIAL MUDGE OR EFFORT OR 1F& USE OF A KEY. ALL EXTERIOR DOORS SHALL BE WEA11ERS1RFM. ALL EXTERIOR JOINTS AROUND DOOR FRAMES & MOM & AT ALL P .1RA11ON5 1TDOU H BULDING ENVELOPE SHALL BE SEALED USING SEALANT & CAUKI MKS. ADDRIONALLY, FOAM INSULAIION SWIM BE RROMIDED IN & AROUND ALL WPM DOOR FRAMES WHERE METAL M ET5 WOOD FRAMNNG PLUS ALL EXTERIOR W ALL OPEIINNG'S/ NEIRATKIN& SHALL BE TEIW'E1TED MICN.LIOW GLAZ NG OF DOORS. U.B.C. 2401L & Poor OMPANCY LOAD SlclrN IN CaNsPOPOUS PLACE NEAR MAIN EWIS AT 1r-10r A.F.F. PER U.B.C. SECT. lro P RINDE TOP & BOTTOM AND CAULK AROM ALL SOM SO 4 MAX1MUM WINNG CAPACITY - 94 SEAT'. 1a ALL FM W 3MACES SHALL HAVE A FLAK SMIEAD = OF � A 9 WO DENSITY RA 1��0 � �M NO 78 MOM IIf91 '00 Y�E RAIN OF ). 11. ALL DRAPES. CURTAINS & DECORATIVE MATERIAL. PROVIDED INSTALLED BY TNE GENERAL CONTRACTOR SHALL BE MADE YAIEAIALS OR IKA10 IM FLAK AETA1 AS AP�PM10VE0 BY INE LOCAL FIRE MARSHAL. 12. 000 SHALL PROVIDE PORTABLE FN1E DMNQU PER LOCAL FK MARSHAL. GENERAL CONTRACTOR 10 INSTALL. 13. BLI NNG #DOME NUMBERS SHALL BE A DILL If HIGH AND BE OF CONIRASIIN6 COL.Olm 14. ANY TIr& THE BMW IS OCCl1P&D, 1HE MEANS OF EGRESS SHALL BE LLUM NA70 AT AN INTENSITY OF NOT LESS THAN 1 FOOT - CANDLE AT 1HE FLOOR LEVEL, U.N.C. SECTION 100&2.1 (REFER TO ELEC7RICAL DRAW NGS) 15. PROVIDE DOT SIGNS FOR EGRESS IDEN1'P011ON PER U.B.C. SECTION 100&&& (REFER TO ELECTRICAL DRAW=) IL PROVIDE APPROVED EGRESS N.LLMATION AND AU M NATED ENT SIGNS U.LQ SECTIONS 1003.18 AND 10UZ.9 (REFER 70 ELECTRCAL DRAIM) 17. PROVIDE APPROVED PAW HARDWARE ON MT DOOR& U.&t SECTION 1003.3.1.9. 19. CONTRACTOR 70 INSPECT AND CLEAN ALL EWSIING WA&1E LAS TO REMAIN. ...... ... ...,r.. .r.r.. "Wft EQUIP (NLQ) COUNTER AT ORIVE -11#IU -- IN01E 8 119S SHEET AND O L 13/A8.1 KITCHEN: 1. aaoAL. aoanuCne MAu 000eoMh n+M woNC wr+ X woac Of VE Fom 30M Ear (F.s.E.) aownucroR. Z f "r m��i nois c BY ors & 00 NOT WALL F.R.P. OW MOOD66 � I L ww�ww N i LINIE _.- 1�..�J I I OF ROOF/ I SOFFIT AIM I I N I I I WALL -TYPE SCHEDULE mwpuw =�m s"m DESM FEW DISABIM OES �MI �TYEIMS (A�D.A�A.G.) AND ALL LOCAL AND AMM DEPARTMENTI IF 2. HAIR AC11VA1ED DOOR OPEIRNG M BE YOUNIED 30' TO 44' AV4 H FLOOR. ANA TO BE OPERABLE WTH A SNNM EFFORT 933Q 64" AVW BY LEVER Tv PE OR EQUIVALENT SAN CA OM 23 s Pour FOR EX�adOR OOOM AM 5 DOOM FOR NVW 0 0 ML AID P�OIN�S 0 19 1! ck in 9M Boat hL Jo 4. ALL REMMED DOT DOaIWAYS, SHALL HAVE A MNIMLIM W CLEAR 71 ow drow and poo"IlkWime we ow pa"Ilky of Jda In to so me OPElINIG VAIN INE DOuR AT 90 and dW nrt M opW or rw**AW rltAolut Ita prrMaria rattan oonr«+f~ & �6 � CINAMG� 1%4 * ips xa wood sn 0 te' oc NON-RAM a & �MI 5/8" TYPE X GMLB. - data PRONWED IM A IrN1MIY OF ONE SPACE. M7ERIOR SIDE RELEASE; AUG. 5, 2002 IIAROPI.AlNC AND BRICI( VENEER ON PROVIDE A If EQUTAIERAL 1RIANGILE (VER'1EX PONNTI N6 tIP) FOR DIN'S FACLMES NO A 12' DIA. CIRCLE FOR �N FA�CN 111EL P�(� OFN.� #5 12 - - EXTERIOR PER EX7FJMOR ELEVA710NS. PERMIT. 1/14/04 r� ACCESSIBILITY NOTES I. PROJECT SHALL COMPL " LAIE'ST EDITION OF ME MAICAlN INTH DISABIM OES �MI �TYEIMS (A�D.A�A.G.) AND ALL LOCAL AND AMM DEPARTMENTI IF 2. HAIR AC11VA1ED DOOR OPEIRNG M BE YOUNIED 30' TO 44' AV4 H FLOOR. ANA TO BE OPERABLE WTH A SNNM EFFORT 933Q 64" AVW BY LEVER Tv PE OR EQUIVALENT SAN CA OM 23 s Pour FOR EX�adOR OOOM AM 5 DOOM FOR NVW 0 0 ML AID P�OIN�S 0 19 1! ck in 9M Boat hL Jo 4. ALL REMMED DOT DOaIWAYS, SHALL HAVE A MNIMLIM W CLEAR 71 ow drow and poo"IlkWime we ow pa"Ilky of Jda In to so me OPElINIG VAIN INE DOuR AT 90 and dW nrt M opW or rw**AW rltAolut Ita prrMaria rattan oonr«+f~ & �6 � CINAMG� 1%4 AT EDP IS �1FI A MAX. CVO. OF OECr` & OILCHA/t SEAIING SPACE FOR EACH 20 SEATS SHALL K data PRONWED IM A IrN1MIY OF ONE SPACE. RELEASE; AUG. 5, 2002 7• PROVIDE A If EQUTAIERAL 1RIANGILE (VER'1EX PONNTI N6 tIP) FOR DIN'S FACLMES NO A 12' DIA. CIRCLE FOR �N FA�CN 111EL P�(� OFN.� #5 12 - - h SE SVMBOL.S SHALL BE OF CONIRASIM COLOR. 1/4" 1HICII4 CONTAIN PERMIT. 1/14/04 INTEGRAL BRAILLE S1IIr= AND MOUNTED PER UJLC SEC110N 11178.5 11178,5 AID A.D./I/LG. RKER -F 3EM (FINRM� BY 000 & INSTILLED 1 27 04 BY COFNTRA�LMK &S.C.L). SEE ELEVATIONS ON DECOR ORA N65� & W01H AND FIGHT OF REIQURED ETOT DOORWAYS TO COMPLY IM CONSTRUCTION 3/15/04 LATEST EDI110N OF 71# AMERICAN M11EI DISABM. M ACT Ii1C _ GtNElE1ME'S (A.D.A.A Q) AND ALL LOCAL OODES AND ONNDINANCE& nevieiona �r, iiiiqpi� li�lIilli�llIl ♦ 9; }�9 0* czZ WV W H LLj3: oC� I LL=< 7811 REGISTERED ARCHITECT THOMAS L SPAM STATE OF *PSHNGTON in RECEIVED MAY 2 2004 MNC TYPE: CONVERSION 1 PERMIT CE.14reR Mo # 8365 AOORM 3742 S. 144TH STREET TUKVIALA, WA WAV01 B AM 9C^E. 1/4' = 1' -0' FLOOR PLAN 6 GENERAL NOTES A1.0 i I 46 10 4 1 & ALL GAM IMI N 4r OF DOORS & 18 FROM FNIN M FLOOR 1& CN 00RACTOR TO PROW BORIC AM IERM11 PR01 EC110N IN ALL WALL& 0 NOTES 1. ALL FIGHTS SH MN AN FIft TROP OF COMM SLAB (F.F -L). 2. ALL AC DIFFUSERS A GRILLER, LINT FIXTURE TRIMS, ETC. IN PUBLIC AAEAS SHALL BE PAINTED TO MATCH ADJACENT CEI M FWA & R TO MECHAN M/HOOD DRAW= FOR EXACT SIX AND LOCJITION OF EXLNAUST EIOOOS AND DNAIXT DUCT 94AM 4. LATERAL FORCE BRACING FOR S , TILE CEIM A. PROVE (4) 012 GAM DES SECURED TO DAMN RUNNER WYN N f OF CROSS RUM MNIERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT M E NOT 70 DII EED 45 DEGREES FROM PLANE OF CEM W.% THM HORIMITAL RESIRAMNT POINTS SHALL BE PLACED 12' -Or QC. w BOTH DIRECIM KITH FIRST POINT WNW 4' -0' OF EACH WALL., ATTACHM 7►IT OF TN E RESTRAINT MMES M THE S?RUCILMTE ABOVE SHALL BE ADEQUATE FOR THE LOAD N POSED. SEE DETAIL 2/UO. B. INSTALL COI RESSION SM TO 7HE MAIN RUM AND DMW 70 AND FASTENED Tn 31RUCIURE ABOVE AT W-T M EACH DNtECTION OR EVERY 144 S.F. OF CEILING AREA PER U.B.C. SIDS. 25-2. SEE DETAIL z/U& NEW ROOF ADCE',S- SHAFT SEE DETAL 20/A9.0 CEIM MotUNTED - uom IN WF/WC SEE M. DWM (M. OF 2) EVAPORATOR FANS NN W/MIC, SEE ELEt DV L Fat momiwc OF mEamNMT MxnAEs w SU cmwc srsIK SEE DETAIL a/W,a E: I 7. 3E ELECINCAL ORAW140S FOR ADDllldlAL riNlAl10M ON LOT i1OAS. !. SEE IECFIAIICAL DRAMS FOR AO011lalAL 1fqWlION ON 0fF1lSERS it GRIM Y. SEE INIEIUOIt 9pE'DUIE. SHEET At.0. FOR ADOI110NAL INFOIIYAlION ON CEM,MIG PANEIS. LEGEND x 4' - I- C'ESSED FLLIOI MIT FI aWE 1H PRISMATIC LENS V - x 4' -Or SUAFAZ IIOIAI D FLUORESWIT FUMME M11M PAISYAIIC LENS Po"T MOIlINTED FIXI m NTH I io EDGE AT C -r A.F.F.. SEE DETAE,1/0&0 KEY NOTES 4 O p IEw QV. a {aM IFR 9QOULL k 1 CITY CF TUrjyr jA MAY 13 -. .... y • ... .... -..«« 1 n .r... ,.� �... w.If• .�qyw. !^I.� 1IY,l..�.•1.f1•. • r.�nvvwFY ... �F•M' v ., w �,+, w fo e'w.'1 �f- .�,•!�. Tr•w�M. - • DIY •Mrs te r• • . .Y nw.♦ Mf,f•.' w. ,If V-. •mow •if• af•. 'r -. I�.•.MY.aIA�' 1^�Y���•�� �•- _. a 1C x 1C $�PLY AN DPW 24! Y 4r OEM Alt �lE D au�000R UL ��ED up+t �xiu�E Q CELNO IIOINIED LAMP HOIDOt � e' r er EIiAUST WALE FFol t�iit�►lED �� w � 31 r t2 1 1�1� lOff1T Off � SC a /tea 19 suPvLr AN offusat IM1N 24' x ZI' Fes£ PIAIE L - I w 1 TUKNALA, WA DRAVO181� APR SCALE: 114' • 1' -O' REFLECTED CEILING PLAIT A2mO lNeImbw DEPARTMENT l3�0 BALBOA AVM SAN K% CA OM23 ®1 19 Jodi in #11 800t Irrc, lhow di awk go and opmelfloo tbn w III y et Joule In ow so In awl Iw oepW or npre dm ee/ w"hwt ittt pre%i w wNts" consult dote RELEASE: AUG. 5 2002 PJL(JO ONLY 05 12 -31 -02 PER�MT.. 1 Ll 4 04 Bilk. 1/27 04 CONSIRXWt 3/15/04 1'+d'�Bi0f1s o v! CL I o6Z �N � UJU =r UJM CCU �a 7012 REGISTERED ARCHITECT 4 W ORADWER STi1tE OF VMASMNGTON 1 sits intorllimum I W( TYPE: CON VERSION RECEIVEC J # 8365 (`rry rr rj , MAY 12 2004 ADDRESS. PERM ccNrL.K 3742 S. 144TH STREET 9 1s I I NEW ROOF ACCESS PITCH PM TVP. Z-e LONG CENTER BEM TRUSSES. SEE DETAL 7 AL2 W"-M 00 u " oi— ROOF MIT I ril B 07DHMERS El AC-2 tNT Co on- • PLYWOOD r i r CRICKET 3 TV. REMOVE E2ISTING I ... I X' r-Sm X-4 I LZ -5 / ---EL +65 A REMOVE DIM MANSARD R100IF ROOF PLAN NOTES SEE smxx" "OF FRAMING " FOR PLY%= MD mtAmw 111faRMAr". N"ro AILAW%AA ROOF AA M EP ARTM SEE PLANS F 7ION or T. 11w IENT FOR TYPICAL MIT DETAIL SEE Is A&2 BM" AMM FOR PLUMIM NOW PENEIRAMNS 70 ICE MACHINE COICENSOR LIM 7 SEE SOX KOM CA 023 HVAIC L"Ts AC UN1T% D60UST FANS AND MAKE UP AN (IF USED) a low Jok in to Bat hL SHALL K WON= SET IN PLACE AND SECURED 70 RooF ctm By &C. wofte drownp a" — ju* ow so bw WU N 80 ROOF 70P UNIT SHALL BE NWTED SET IN PLACE AND SECURED we to Pqwty of a* w ow " r* be 090" "wo*A" 70 ROOF ct" By at ofthout ft pnmow wit oww"t. 7. ICE MACHINE ROOF TOP UNITS SHALL BE HOI1S=s SET IN PLACE AND SECURED TO ROW CUM BY ICE MACHINE INSTALLER. & WILL AND PATCH ALL UNUSED PEM1RA704 70 MATCH ADJACENT SUWACES. d" D. RELEASE ALIG.- 5, 20-0-22 REMOVE DISTINGI MECHANICAL UNITS. REMOVE EMSTING1 EXHAUST FANS. P.M.(JB ON LI 05 12-31-02 pow.. 1/1 4/04 REMOVE MY EXISTING SLIRFACE MOUNTED GAS LINES AND RE -ROOTS IN ATTIC SPACE. IJ2 12. NEW MECHANICAL UNITS ARE SIVIIN IN APPRO)NAW LOCATIONS. FIELD C --SIRWTVt VERIFY EXACT LOCATION. G.C. 70 USE EXISTING LOCATIONS WHERE POSSIBLE AND MODIFY CURBS AND ROUGH OPEIONGS AS NEEDED. 13. REMOVE EX57M ROOFING AND SHEATHING AS NECESSARY 70 INSTALL NEW 2,aZ - 010n REIN_ SRI(. 0 AMM BELOW mill 0 ON CL o6z � W LLJ W = ev u ad um< c� jy.'q.lA r4 rCEIVE D L OF rl WWII A MAY 1 2 2004 PrtPMT CEp F REQW�STIERED ARC#*TECT LEO SAADER STATE OF ok&o 4ti Too &---Lt— ofte InIUMMUM W rFE.- CONVERSION JB # 8365 ACORM- 3742 S. 144TH STREET TLIKVALA, WA MA11N BY: ARR SCAT E- 114 = I -O" ARCHRE CTURAL A3.0 . ­ - .. - _.._ +. ►.. I..-- - ... -- - , ..'. ,w -, - - . "*--- .. -- - ­ «_.... -- ­ - . - 0 41 1 , 0 1 9 ..I - Is I AX c� jy.'q.lA r4 rCEIVE D L OF rl WWII A MAY 1 2 2004 PrtPMT CEp F REQW�STIERED ARC#*TECT LEO SAADER STATE OF ok&o 4ti Too &---Lt— ofte InIUMMUM W rFE.- CONVERSION JB # 8365 ACORM- 3742 S. 144TH STREET TLIKVALA, WA MA11N BY: ARR SCAT E- 114 = I -O" ARCHRE CTURAL A3.0 . ­ - .. - _.._ +. ►.. I..-- - ... -- - , ..'. ,w -, - - . "*--- .. -- - ­ «_.... -- ­ - . - 0 41 1 , 0 1 9 ..I - Is I a FA +1 ,- l F -P"�� — SOUTH ELEVATION 1 I 1 ►'I i ��r!�'c'► Irl.� N330 &4" AVM SAN KOM CA 92123 SCALE: 1/4` =1' -0" rr -r .. W -10 C-9 0. F.F.L. clog Jock N 1M on Inc. lh� drowm" and "*olAootbn# we to ~y of Jm* b ow so Inc wW .Irk r4A N ooNM or roorodmooll wwsout It. Owftw wnt" ow"mt. RELEASE; AUG. 5, 2002 PJL(JB OKYk 05 12 -31 -02 pET; 1/14/04 1/27 COM IRl1I:l>t t 3/15/04 I I EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY --- MATERIAL/FINISH A COLOR MATERIALIFINISH: 01 HARDIPLANK SIDING — G.C. TO PROVIDE HARDIPLANK SIDING, INSTALL PER MANUFACTURER'S SPECS. 02 PREFINISHED ALUMINUM AWNING. (BY SIGN CONTRACTOR) 03 24 x 36 S.S. FLASHING AT GREASE RECOVERY TAP IN 04 ALUMINUM STOREFRONT SYSTEM 1" CLEAR INSULATED GLASS 1" CLEAR INSULATED GLASS W/ SOLARBAN 60 COATING 1/4" CLEAR GLASS ANTI — GRAFFITI FILM 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB CI ' 06 INTERNALLY ILLUMINATED BUILDING SIGNAGE (NOT A PART OF THIS PERMIT) cf r , 07 WALL MOUNTED LIGHTING FIXTURE APN���t y'� 08 ELECTRICAL METER & EQUIPMENT Y 13 09 PREFlNISHED METAL PARAPET COPING (O.F.C.I.) 10 12 HIGH BUILDING ADDRESS LETTERS (AS REQUIRED PER LOCAL JURISDICTION) 11 METAL FLASHING 12 BUILT --UP ROOFING SYSTEM 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 14 16" W x 16" H WALL LOUVER — SEE SPECS, SHEET SP1.2, DIVISION 10 15 CO2 FILL BOX METAL COVER 16 6" HARDIPLANK VERTICAL TRIM AT CORNER 17 THINSET BRICK 18 EXISTING BRICK TRASH ENCLOSURE, PONERWASH ALL SURFACES AND PAINT WALLS AN GATES REPLACE GATE PER DETAIL 4 b x'1.1 19 HARDISHINGLE SIDING — HALF ROUND NOTCHED PANEL COLOR: A BENJAMIN MOORE— MOORGLO LATEX HOUSE AND TRIM PAINT PM -967 "OFF WHITE' B RED C #40 DARK BRONZE ANODIZED D 'WHITE TEXT ON RED BACKGROUND E WHITE VATH RED BAND F COLOR/FINIISH TO MATCH ADJACENT SURFACE G COLOR TO MATCH BENJAMIN MOORE — MOORGLO LATEX HOUSE AND TRIM PAINT #096 -967 "OFF *NTE" H MIL FINISH ALUMINIUM J BENJAMIN MOORE PAINT: 0283 2134 - 40 "INHALE GRAY', SOFT GLOSS (PAINT ALL SIDES OF THE DOOR K BENJAW MOORE PAINT: #071 % LA CK L NATURAL CONCRETE, GRAY. M STAINLESS STEEL N NATURAL &W EAST ELEVATION SCALE: 1 /4'. -a• NOrTE: EX ERIOR ELEVATION= I. ALL SICNAGE IS UNDER SEPARATE SUBMTTAL AND PERANT (N.I.Q). 2. ALL IWCES, FLASF#NCS ETC. SHALL BE PAINTED TO MATCH ADJACENT S11RfACES (U.N.O.) I SEE � OOR PLAN. � NOIE�S. � �EC�AI 0115 fOR � ETC B��111.ED. RECEtvED r`I1'y TI Z. e MA Y 2 2004 PERMIT CENTF�, ov! d coZ WV W H LU3: oC ad LLM < 7812 REGISTERED ARCHITECT IeO STATE OF NMSH No aft InguMmum MK TM- CONVERSION A # 8365 ADDAE55: 3742 S. 144TH STREET TUK"LA, WA MAIM 8Y: AM SCALE: AS N01E0 W ERIOR ELEVATIONS °A4.0 621 Er • ,,,a.- 11 NORTH ELEVATION SCALE: 1 /4 " =1' -0" sr -r IV 15 -10' + jL-1r C . WEST ELEVATION SCALE: 7 i .•_,• -o• 0 9 6 "A EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY COL A7�E�RIAL/FlNISH MATERIALIRNMH: 01 HARDIPLANK SIDING — G.C. TO PROVIDE HARDIPLANK SIDING, INSTALL PER MANUFACTURER'S SPECS. 02 PREFINISHED ALUMINUM AWNING. (BY SIGN CONTRACTOR) 03 24 x 36 S.S. FLASHING AT GREASE RECOVERY TAP IN 04 ALUMINUM STOREFRONT SYSTEM 1" CLEAR INSULATED GLASS 1" CLEAR INSULATED GLASS W/ SOLARBAN 60 COATING 1/4- CLEAR GLASS ANTI— GRAFFITI FILM 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB 06 INTERNALLY ILLUMINATED BUILDING SIGNAGE (NOT A PART OF THIS PERMIT) 07 WALL MOUNTED LIGHTING FIXTURE CITY CF 08 ELECTRICAL METER do EQUIPMENT ANNk iA tJ 09 PREFINISHED METAL PARAPET COPING (O.F.C.I.) MA Y 13 nl 10 12" HIGH BUILDING ADDRESS LETTERS (AS REQUIRED PER LOCAL JURISDICTION) 11 METAL FLASHING 12 BUILT —UP ROOFING SYSTEM - ---_ 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 14 16" W x 16" H WALL LOUVER — SEE SPECS, SHEET SP1.2, DIVISION 10 15 CO2 FILL BOX METAL COVER 16 6" HARDIPI.ANK VERTICAL TRIM AT CORNER 17 THINSET BRICK 18 EXISTING BRICK TRASH ENCLOSURE, POWERWASH ALL SURFACES AND PAINT WALLS AND GATES REPLACE GATE PER DETAIL 4 �1 19 HARDISHINGLE SIDING — HALF ROUND NOTCHED PANEL COLOR: A BENJAMIN MOORE—MOORGLO LATEX HOUSE AND TRIM PAINT #096 - 967 "OFF WHITE" B RED C X40 DARK BRONZE ANODIZED D WHITE TEXT ON RED BACKGROUND E VHTE WITH RED BAND F COLOR/FINISH TO MATCH ADJACENT SURFACE G COLOR TO MATCH BENJAMIN MOORE — MOORGLO LATEX HOUSE AND TRIM PAINT #M-967 "OFF WFNTE" H MIL FINISH ALUMINUM J BENJAMIN MOORE PAINT: #283- 2134 -40 "WHALE GRAY, SOFT GLOSS (PAINT ALL SIDES OF THE DOOR K BENJAMIN MOORE PAINT: #D71 % LA CK ' ". L NATURAL CONCRETE, GRAY. M STAINLESS STEEL N NATURAL BRICK NOTE: EXTERIOR ELEVATIONi 1. ALL SIGNAGE IS UMER SEPARATE Sl1BMTTAI AND PERMIT (N.I.C.). 2. ALL ACCESSORIM FLASFNNGS ETC. SHALL BE PAINTED TO MATCH ADJACENT SURFACES (U.N.O.) & SEE RO PIMI�� FOR lll� RECEPTACLE 10 � fO�R`� NOIES�� r ` r ry www A MA Y 1 2 2004 Pr:K'Mr CF"R Isom DEPARTMENT 9330 8AL80iA AVM SCAN KOM CA 9Z 23 e lm Jock in ft ft Ire, lhme dre w how and poolAootlono " " ~ of J" In " " In ow r1wrl gat be oepw or rrr "A" �Mlhout ft protlow rrltbn ow4wt RELEASE: AUG. 5 2002 PJL(JO ONLYk 05 12 -31 -02 PERMT: 1/1 04 80. 1/ 27/04 CON5IRUC1 M 3/15/04 a I 0 4, � d a6Z ~ N � LUU W= �V oe LL Q 7612 REGISTERED ARCHITECT f Q T N OMAS 0 SPACER TE OF WASHINGTON site information Y( 1YPE: CONVERSION JB f 8365 ADDRESS: 3742 S. 144TH STREET TUKWILA, WA ORAYMBY: AM 9CAlF: AS NOTED OffERIOR ELEVATIOHS A4.1 f _ ... ..,. - ...•.. ....... .,....... ...- ...-- w.�+....... -. ,_.r��+.�...�.. ..,,. ... .... .,.r -n+... .� �... ...- .....- r.s�... .i.+.. • .w.... wti.*w� o.w +7r�.�.ww�r • IR a 4j' I A� PARAPET KWW O AI J±3 ►ee MM. UNM PER mom LEVEI. ON ALL CUM PIAWOM M A j ±j F ow= PER iiikT. ma � � I , I 'I 6:j 3 ji.1 I :' , I At . M ► I - , t 3 r � PARAPET KYM r r r r ow lRusm - MM SEE FR r r r r r r r � r r � i i s O BUILDING LONGITUDINAL SECTION (2� BUILDING LONGITUDINAL SECTION 3 31 _zz 10M 2J#A CUM a PER sma. ows W" W MT 0330 M" AVM SAN KOM CA 9MU elm AI& 111 #19 ft k TAMS 60111c *Wa" — —at 8 we so ~ y of Anii Vw ,A so bw and dial *A be espied 4r rwodmd wwwd ft proWous mitten ows"t. dous RELEASE: AUG. - 5, 2002 PX(JB MLY� 0512-31-02 POW 1/1 04 ego: 1/2yO4 CMWM=t 3 1 5104 is sit 00 CL 06 1/4! m 1*-(r 2 AILO ASuO YAL"O r i PARAPET BEYOND r I r r I EMSM RMWM su Row Humm r I r r I 1 r r I I r r r I r r I � I I r I r � I � r r i < pool PER MM 0 -- go CUM SM RU -EMD MQ KAN TO Pueuc 102 I 0 I AREA I /O" r r �I r � 01 PARAPET BEYOND EMIiIG ROOF KYOND 10 �m ---- WMARPM Ong I CITY OF TUAYdA APPRuyto M AY 13 20 2; AW AS t-, Lld' Is AU r, JL r r I 1 r r r r �, r r YM y;,, 5 �-V. 1. 4 AL2 sale CELMS01 TI W%AIVI Sm MLECKVha PLM MAY 1 2 2004 PERU T C p, Ch Jpzl CON FM SMW. all 10 W UJX w u :ad LL Q 7812 REGISTERED ARCHITECT THOMAS 0 SPADER STATE OF VYASHI!1GTON site info�ma�#ion MK TVM- CONVERSION JB f 8365 ACCRESS: 3742 S. 144TH STREET TUKWILA. WA 4 oft. • • 4 W UJX w u :ad LL Q 7812 REGISTERED ARCHITECT THOMAS 0 SPADER STATE OF VYASHI!1GTON site info�ma�#ion MK TVM- CONVERSION JB f 8365 ACCRESS: 3742 S. 144TH STREET TUKWILA. WA 4 oft. • • 4 edrob" DEPARTMENT I c y c c aF PLAN Roffm PLYWM CT. DW L P. 1 9 AM ,.,. V, �>"6 a�. I V. @M= W #F EAV I O�ZL 3/4'a r-ar Q scum Tvwet Q r r r � IqR 110' = f�IC� mm � N" lam m �MIC�AIIII O�A�IOt I JNrO 23J0 M" AVENUE SO K(A CA OM23 elm m in to ft hL %+ 0 *win g. and opeotAootiana W* IM ~y M Jsok b iM Nay w aM " eat be NOW ar rmro*roM V i IM4 ita P i l da l W*t" ooeaant. dOtN RELEASE: AUG. 5.2002 P.M.(JB Olil� 05 12 -31 -02 ppiYT 1 14 04 1/27/04 ppNS1RUC11pfk .3/15/04 fd'VI�Of13 Z� /bit OVER FiE11 a OfS RE11lW REV, § MLSf. NEY_ 0 oc� CL 1 z 1 06Z � LLJV �W H LLJX: oC � LLMQ 7912 REGISTERED ARCMITECT TFK)A�IAS SAADEii STATE OF VMA mMTO" site inIUFHMtjon MK TYPE: CONVERSION A # 8365 ADDRESS. 3742 S. 144TH STREET 1 TUK VALA. WA ORANI BY PM SCALE: IlS NOIED WAU SECTIONS 3/r • V-or" 3 NORTH ., .. � rtr ,....�.......•...M .. ,. M .. rwv�.rw+v^�rt« .. - rte•... ..r,�a... �+A�+ni ♦�r�...�•- �rr++.wrwv.w.... �...p. a.r.,..r.a. w.�..w,�n►,o►... r «...... 3/4' . V-d e 6 9 4 • M � IqR 110' = f�IC� mm � N" lam m �MIC�AIIII O�A�IOt I JNrO 23J0 M" AVENUE SO K(A CA OM23 elm m in to ft hL %+ 0 *win g. and opeotAootiana W* IM ~y M Jsok b iM Nay w aM " eat be NOW ar rmro*roM V i IM4 ita P i l da l W*t" ooeaant. dOtN RELEASE: AUG. 5.2002 P.M.(JB Olil� 05 12 -31 -02 ppiYT 1 14 04 1/27/04 ppNS1RUC11pfk .3/15/04 fd'VI�Of13 Z� /bit OVER FiE11 a OfS RE11lW REV, § MLSf. NEY_ 0 oc� CL 1 z 1 06Z � LLJV �W H LLJX: oC � LLMQ 7912 REGISTERED ARCMITECT TFK)A�IAS SAADEii STATE OF VMA mMTO" site inIUFHMtjon MK TYPE: CONVERSION A # 8365 ADDRESS. 3742 S. 144TH STREET 1 TUK VALA. WA ORANI BY PM SCALE: IlS NOIED WAU SECTIONS 3/r • V-or" 3 NORTH ., .. � rtr ,....�.......•...M .. ,. M .. rwv�.rw+v^�rt« .. - rte•... ..r,�a... �+A�+ni ♦�r�...�•- �rr++.wrwv.w.... �...p. a.r.,..r.a. w.�..w,�n►,o►... r «...... 3/4' . V-d e 6 9 4 I I REM SWE PARAPET � . I '- -- - . , - WTAM I WWI me AU 314C • 111-W V-2) PARAPET m 1101 lam m AMOD e M • lNroforobw DEPARTME CA 94" AMU SAKI CA OZ23 IM is* In to ft hL Thaw 0 swings and spooftations a* Vo ~y of Js* m #a so be end " net be ospW or rorodu withmt Re prMlAsum mitten owomt. ft" RELEASE AUG. 5. 2002 mmmmmmmmmm� P.M.(JB ONLYk A 12-31-02 F ERMIT: 1 /1 4 04 Be. I L27/04 CONSIRUCWt 3/15/04 314 a •-0 14 o I w :.:, 4 "� CITY LJ T'j', ol APilkuvto tlAY 1 3 2P,114-t A.) LIM-- 3) FRMI PARAPET e. III 06 ON a m o6z (�# ll �� D I A TV MAY 2 2004 -&-ur cewmp �y WV W = �U oc < 7 912 R E %"3* 17 I E S T E R E ]D) VARGHJ ; I erl - /Ojw THOMM L# TA OF '. A-- _A2 M( TYPE: CONVERSION JB f 8365 ACURERS: 3742 S. 144TH STREET TUKWILA. WA MAYM BY -AM SCALE: AS NOW W W&L MCMMNS W& m wr !D m AW AY � •1 3/4' a lo-W A6m -..OWWKM 1p O ENLARGED RESTROOM, WORKSTATION & EMPLOYEE ROOM FLOOR PLAN 7�Alld 1 /4 .. I " r I 1. SEE Ac 1590 INOIES,, 1M SM. 2. SEE GENERAL. NO SHEET AIA 3. SEE DECOR PLAN TES SHEET MA 4. '0,92M N MCATES LOCATION OF MW MNSUL.ATN K SEE SPECM:ICA=L & PROVIDE 2x SO BLO = w WALLS AS REQUIRED FOR RONFORCEMENT OF ALL GRAB BAM RESTROOM FIX7URM PLIUMBIM UN, WALL BU PER& M SEE M78 MOR ELEVATIONS`, OEM A7.0 & A7.1, FFOR EQUPM101 HOMITS dt LOCA710NS. 6. ALL 011IMENS10111 NS SHORIN TO FACE OF WALL ARE TO FACE OF CURB OR FACE OF CV. BD., T1fP., U.O.N. ALL ONrENSIOiNS SHORN AS HOLD, MAX., MCI. OR CLR. ARE 70 FACE OF F K FEED SURFACE. (La TM.E OR ODD SEE FNS'H SCHEDULE, SHEET A&O.) 7. OU1NSfM S"M1OM TO ABLE FWURES ARE ON PROVEIMIG PROTECT SPECIE FKTIUlR . FIXTURE SUBS Ti'I 706 MAY REQLlM1E REOONN�IGURATION OF REST ROOMS TO OBTANN REQUIMED CLEARANCES. PAINT SEE F1" "V'L' ABOVE 5or A F.R.P. SEE R BELOW 54' A m. O t o IV VWI puI 10 FADE OF FWK III UALL 10 Q (j) TN.E FLOOR dt BASE INTERIOR ELEVATIONS AT YMOMEN8 REST ROOM Q °•"'T SEE FBI. SCH. ---- E 54' AFF TVP. U.QN. , SEE FNN. SCI. — N 54' AFF TIIP. U.o.K HAND OR (�) am ewt (a Aux r HM IOIET SEAT .�......00R � BASE 7 _ erg' ta fr�s�o�ar q SDAP w % a► a PAINT SEE FIN. SOL ABOVE 54' AFF TIIP. U.OJL Q F.R.P. SEE FBI. SCHA1. BELOW 54' AFF TVP. IUAK SEAT COVER 1 DISPENSER 'IMET P 1 BO 2 RELOWED TLC 0 10001 ELEVATIONS AT INS REST RD ION W • i � n 7 1 Par ASAA.a 41 TLE FLOOR a & BASE 12 MAX r 70LET SI CRAB BA °'NIT SEE FIN. 9CH. ow 54' AFf' TV. UP. SEE FBI. SM. LOW 54' AFF TV. arxr 7u PST SEE FK SM _ RESTROOM ELEVATION KEYNOTES USE CHECKED BOX ONLY VM WW ABOVE 54' AFF TV. U.O.N. g F.R.P. SEE FBI. SCI (1 EQU IT /ACCESS ES FINISH D BY 000 — IWALILED BY G.C. (111MIL) . BELOW S4' AFF TYP. U.O.N. BELOW GRAB BAR B"xd'' 'TILE (2 BOBRICK MODEL # B-5806 x 42 GRAB BAR. SEE DETAIL 2O/A7.0. mFalROOM SEAT COVER 1 &mmu PAPER CHECKED' Dim SEE INTERIOR COLOR AND MATERIALS 9CiEDlAF. SOAP D , IET PAP 1 DIIISIPENSER SEAT COVER 1 DISPENSER 4 RESTROOMS SHALL COMB'tY W/ "AAA Aim LOCAL MM --- RELOCATED It (� SILICON SEAL ALL SIDES 6 REFER TO PLUM IM DRAWINGS FOR PLUMBMNG FIXTURE SPEWU710NS AiE1 FOR END PIK PROTECTION COVER L,11NER LAVATORES. ai (7 HAND DRYER 'lAK1RU) DR1fER MODEL i RASE. • - N SEE TY NOTES TENS SHEET FOR INSTALLATION AND ' MOUNTING HEIGHTS OF RESTROOM FURIwSFIrM PAPER 70MI SUBSiITUTL r —V PER A.D.A.A.G. SURFACE —MOLL NTED BOBRIOC 8-262 PROVDED BY OMINM SEE A©CESS -Am NOTES TtMS SHEET FOR INSTALLATION AND 13 MOU N71NG HEIGHTS OF RESTROOM FURNNSH NGS. Q PROViDDE BOBRIa( MODEL # B-5e08 x 36 GRAB BAR, SSE DETAIL 20/A7.0. 1/4 = f—Or 1. ACCESMLI'TY NOTEs Ord ban to be booted on 000h tldo or an ono dde and book of ode dmL a. arob ban to be 33' rki. above owl pond to the hoer. See dated 20/A7.0. b. Olamdw of bars to bo 1 1/4' to 1 11r. e. Pr�oMde 1 1/ i*ralmoo botwtan WO ban and wad. d Qrob bane oonr+oatars, futw &"art of A thaw be �� o 20# food. a Q* bore Ad rat rob*o MM Vtirir Attu. 2. Lovstaitt. a PrarMde o oboe ep000 barrsoth the Watery 27 high b 30r' wide by O' 60 at the top and Q' hilh by 30r We by 1� dsop at V o bottom. b. Omb pies and hot water Mnar o4v lavatory to be' ould i OW be the of * p or a k=W eurtoott. Q F auost oontmb and aparatln9 wNh ow hand) ahaM be � � � rrgWrihtM t �g'oopi�p� pi�d� or q twMtiro Mi 5 Pow+L 3. th o lob (wlwra provided). a. Ekn An to be a nOdrr N m of 17' above the hoar a 14' ni *aum front 1p projection trap rear %vL b. 'Fkah conthols to be opwobM by an ascilld" liaride with a nratdnNlm fora of 3 pa mb and mounted not meet than 44' above the low. 4. Wets closets. a The hdot of the water close (tap of seat) Ad be betwsan 17' and lir A.F.F. b, F'Mah can troN to be oparabls by an oscNotirp holds with a mallinm farce of 5 b. F'Mah control to be mamted Foci, wide tide of It For cMwmc a sot decd 20 /A7.Q Tout room aoeaeesories (where provided). a Bottom edge of .,*.a (reBecft au 11 to be no hirer than 4(r about floor. b. ToNet brew depeneers to be mounted within 7' —Ir horn the sdpe of fire tobrt teat per A.D.AJLG. C. Operotirq Parts of deperrdlrq and dkposal lbctrrnes (fowl, aaromy nopkii waste►, coin alota; etc.) are to be within 40r cram floor. I a; e 04� Z- 1/2" = 1'—Or O OR" S/11t • 3 = I loeoroom DEPARTMENT 2330 N" AVW SAN KGA CA OM23 e lm Jade in to On Inc, Th"M drew" and specMcatlon• as ow ~y of dsdc M vo so rK crrd " not M ospbd or rwoiuwd wwmd " Nrrrio" wrktcn con"K. dot«I MUM- AUG. 5. 2002 PAQA ONLY, 05 12 -31 -02 PEST; 1/14/04 ev. 1/ 2L/04 COINSMlCTIOI: 3/15/04 I.A1,11 1 4 ♦ ♦ ui low W= V� Wm �< ?812 F ECT 0 SPIADER S OF WASHINGTON i site information W( TWE- CONVERSION J0 f 8365 ADDRESS` 3742 S. 144 STREET TUKMLA. WA 9CAM* AS N010 ENLARGED FLOOR' PLAN INT. ELFE &VS. A780 r 1p A&- E 76 .� . 411 17 s eA�E 1 WNSIONS TO WALL ARE 1' TO FACE OF FMMSH, TYP. U.O.N. A WALL ENJNQ IF KIP SEE Fk 'VIDEO PKQ ( —•, r HIM VLASH 4 • TABLE TROP 4D F.F. = &..4 1' i_ = / is s s i �% i 0M -. > > . J , 5 ONE TO WU F.R.P., SEI l�DIN.E COAT HOO (TYP. OF DESK G4 11.E BASE z INTERIOR ELEVATIONS AT EMPLOYEE ROOM 3 N01E- DIMENSIONS TO WALL ARE TO FACE OF KNISH, TYP. U.O.N. 3' (r) eu1FnN eoAwu (D n INTERIOR ELEVATIONS AT WORKSTATION NOTE: D11611 TONS To WALL ARE TO FACE OF FINISH. TYP. U.O.N. t!- L 2 ' -2 " L1 . -g " V r COAT HOOK ---- (T1IP. OF 3) F.R.P. SEE FNI. SCHD. — SEE ELECIRICAL POOR PLAN NOTES. �!f F.F. r F.R.P. W MULE �QMD t ILE BASE 1 1 1 ] 4 — uNOIER oouNmt i W maEC.o oESIc(DsaaeE i FILE cAeW @ 9 t (/DEPARTMENT!/ 1330 ULM AVENUE SAN CA 023 ©1999 Jock i the Box Inc. 7how *GwbW and �C�Al:OtIOA� we Vw pgwty of ism** ili rM �O�c Ylo eW " wA M espled OP I�fr�lp�d dates RELEASE; AUG. 5, 2002 MIROR ON DOOR 12 PX(JB O.M 05 12-31- PERMT: !Z ; /.�� ... 90. 1/27/04 CONSTRUCTION 3/15/04 1/4 revisions 0 !L 90111BEE 7+0 CEKMG WALL HUNG SS CASM Q Ahn T. 0 6 11 AL UNDER oouNhR uXKr FIEFEx io aFC. ow6s. { ►rca sPLA90 oEvc0 FILE cAeMIEr02 nE BASE n CII'►�� APR 19 fA04 �s Nottu � onr�sw'' 1/4' = 1'—W 18) T AT CEU10 F.R.P., SEE Fed.--- - SC MULE ELECMCAL PANELS, — SEE ELEC;IRIk'.AL POOR PLAN. F.F. 11.E BASE W USA i INTERIOR ELEVATION KEYNOTES � $ 9 j i 1 E MT /A�OCES9011INES FURNISHED BY OWNER - INSTALLED BY G. C. (O.F.C.L) CONTROL UNITS — 2 FURMIURE PRONRED BY 000 - INSTALLED BY G'ENEM CONTRACTOR F.R.P. SEE FK SCHD. AOMCOff WALL 3 CABINET COINSTRUCnoN SHALL BE W. LQ CUSTOM GRADE FLUSH ONEIRU LEG 10 4 ALL MATERIAL SHALL BE PLASTIC LAMINATE SELF 111 CAST FR A PER MT. ELEV. S CABDIE HPNX& 120 CLIP STANLEY SUSPEI�ET) CEIM SYSTEM SEE REF. CLA PLAN 1' 6 PULLS: 4' NIKE PU M STANLEY RECEIVED 7 FOR TRIM RINISH SEE GD CffY OF TI WWII 4 CAB IRS PER W. ELEV. OT SCIF TO CUM I I Q H.O.A. SW ICHM REFER TO ELECIRM DRAB CAIMIE DOOR PER MT. M. I � � SI�LVMG OONSIRUCIION SHALL BE PROVM AND IISTAUM CAST DOOR PER MT. ELEV. 10 STAIDUSS STEEL SUPPORT LEGS O.F.W. Q1) COMIRACT+OR TO PROWN CAMT LOCKS, KEYED ALIKE„ FOR ALL LOCK& CAST FNMQ PER INT. BEV. I I CWV IIU1 PER NIT. ELEV. PROVE 4 KEYS I I NE TO WMl 12 t 165 Z MSTALL PER MAMIIFACIUIES M51-- T00 NOT I�fl�0�R MAM y 1r 18) T AT CEU10 F.R.P., SEE Fed.--- - SC MULE ELECMCAL PANELS, — SEE ELEC;IRIk'.AL POOR PLAN. F.F. 11.E BASE W USA i � $ 9 j i PATCH PANEL-----.... CONTROL UNITS — SECURITY NCR - ° F.R.P. SEE FK SCHD. AI VACIL LEG 10 P.G. CABEC2)--'' n INTERIOR ELEVATION AT MODULAR PANEL80ARD SYSTEM r = 1 k19 SIFT AT WALL F.R.P. SEE F11. 9CFD. SECURITY IIOIr1GR Iir TACK BQIIIiD O1 r • 1 . - 4 i Bo O N z d 06Z � WV =F UJ= uL Q a mom site information MC TYPE: CONVERSION JB # 8365 3742 S. 144TH STREET ?UKWILA, WA ORAVIN 8Y: 9CAlF: AS NOTED ELEVATIONS A7.1 • ee SECURITY MONM)R THERMOSTATS ELECTIKAL. PALL 'P.QS.' w l w Tum w NM1E w BATTERY PACK vu ,� �► 1� I1.E BASE 8 • r y COAT HMO vioEO nn OF MA 1 4 • HUB A HUB 8 PATCH PANEL-----.... CONTROL UNITS — SECURITY NCR - ° F.R.P. SEE FK SCHD. b LEG 10 P.G. CABEC2)--'' 4 • v ROOM FINISH SCHEDULE DOOR SCHEDULE NATIONAL ACCOU r o ROOM FLOOR BASE WALLS CEILING REMARKS K S No EMA DOOR FRAME REMARKS Q% jlXLE Fm" "TL FUN MA FM+ MAIL, FIN" MMff * 3M PLAN FOR VIN IS W/ 5/r PL111. w UVJ OF 5/r K" � 4 dM CEPARTMENT (/ ® OMB AIWA 100 111E 100 ON ��. DECOR #0 -1 107 Ir-4` No 6ia T"m � NA TL 'wiw Twww MwAM MAIL 'wiM ► ,um ,N" 9" � f A. NOT KELLY OOWTY "R eao 442 -421 s ) Pm18 -7WIM WIN ® pUaUC AREA 100 111E 100 ON DECOR ACP -1 107 !'' -4` PORCELAIN PAVER 1 3' - X T - 1 3/4` A EE EIOS1rrG 1 EX61wG SEE 600 Z23 -64661 Fi-�3 -1108 2 ,jjp 8AL80A AVENUE SHT. A4.1 SHT. A4.1 cum MESS HOtARS. CALL FOR 310Cl�lfi 1 V.MLC. SEE - r kAk SM KOM CA 9M23 100 TM,E 100 ON G.B. DECOR ACP-1 107 '0' 4 PORCELAIN PAVER 2 Neil+ 1lorrro�od CA w�oMF.�Is ROOM F.R.P. _ �_ � EaasTING SEE SEE ,�� moo ', o il* Jock in the poet inC, ® TIE 104 ME 104 106 ca 109 T 10r 3 4 Or X 7' —d' 1 3/4 C 2 H. I. . A4.1 977 swi NY � N.Y. SHT. A4.1 SHT D" 1ENitACK 518 - 817 `7444 � rwtr et�i.ok� r�io mm ROOM 11,E 104 11�E 104 F •l• 106 Q8. 109 7' -10�' 4 2' -I' X 7' -Or 1 3/4" E H.Y. SEE 3 H.Y. (600) 4 SHT. A4.1 SHT. A4,1 - 6416 TM � o ft GALLEY / PREP AI Q.T. 103 F.R.P. 106 ACP - 108 7' - 100 PROW N�tAG11E 11.E w AISLES ON SMOOTH TI,E ININER EO TENT _ X 1 3 4` P.L. Q 11 UI�IDERCUT DOOR 1 , A 4N M-062 731 - 4Z4 - 7000 �� � � W-G.B. TO 4 - IN MOP SW AREA. S 6 d` / D �. 111 4 H.Y. 0 WITM Idmick P.L� C` CALL FOR S1OOM Olm" 1_ DRY STORAGE A.QT. 102 O.T. 103 F w P • 106 ACP -2 108 7' -10 PROW MRASIVE 1M„E w IIIS U ONLY / SMOOTH ILE UNDER EQI�MT a $ -0" X 6' -G" 1 3/4" D 111 4 H.Y. 110 T DQQI� 1" ��� 41hZlh 411 WD. dogs 1� WORKSTATION A.QT. 102 Q.T. 103 F.R.P. 106 ACP-2 108 C -11' 7 3' -Or X 6' -l' 1 3/4" D P'L' Cr 111 5 H.Y. 110 UI�ERCUT DOOR 1" t KI F.R.P. _ 1 - NOT INSTALL F.R.P. HOODS SHEET 0 1. FOR CEILING Ig HEIGHT IT CAROL JADE ALLAN RELEASE. AUG. 5, 2002 ® TCI�1 �► A.QT. t o2 Q T. 103 � 106 ACP 2 toe �_,� AEA TILE w AISLES ONLY �► (e1�) 278 -2307 (eoo) rr� -3sav - - 02 EXT. '030 P.M.(� O�Y� /5 12 31 11 SERVICE AREA AI 102 Q.T. 103 F � 106 ACP -2 10�$ 9' -4" PROVIDE ABRASIVE TILE w AISLES ONLY / SMOOTH TILE UNDER EQIJN�IT p�T: 1/14/04 111 PICK UP WINDOW AI Q.T. 103 F • R • P • (IN) ACP -2 108 -' PiitilMaE ABRASIVE 1x,E MI AISLES ONLY /SMOOTH 1M.E lN�1ER EQI�'�!T MK DO" �� �Y �; 1/27/04 w.G.�. (940) 246-M W 21109 HOUSTON 11 EYPLoym A. 102 O.T. 103 F1K�R'G'B. 106 ACP -2 108 7' - 1Or __. SP�OKAHL WR ' IS 3/15/04 11 NOTES (� riOAs Q WATER DATER COFiC. SMOOTH CONC. SM1001H w.�8. PAINT GA 10'9 11' -Or TAPE AND FLASH JOKM (W) 361 (alt, Pte) (1) FINISH FIVE SIDES OF DOOR. PAINT HINGE SIDE. 2/'12/04 REV. PROti1DE wG.B. ON OUTSIDE WALL BEHIND COMM Fi�EZER FLOOR ,� [ Ell WALK -11 FREEZER METAL FACT. METAL FACT. METAL FACT. METAL FACT. 9' - ' 70 HAVE CACTUS MAT IN AISLE BY OMER Q 9'—d" P PROS IIG.B. ON OU1'SSE WALL ID" COOLER. � 3/161 b4 OEOfxt REV. 115 WALK -IN COOLER A.Q.T. .102 QT. T. 103 METAL FACT. METAL FAC ,,EVE 11.E IN AISLES ONLY SMOOTH 11.E UDDER EQUIPMENT INDIrAlM BY Olvm � D �.�. FINISH HARDWARE SCHEDULE BY c � � O SNEOT ITEM QTY DESCRIPTION S SET SET NO QTY DESCRIPTION ITEM QTY DESCRIPTIi061 HINGE 1 KA�EER TN�IlOIlS FrNIGE (COLOR 7 T 0 MACH LOCKSET 1 4c FALL , SID. KEYWAY, 26D LQCIcSET 1 �k arm #1000 COM�111110N LOCK OM � .. MOOR FINISH LEVERS 1 SET �k EXTEW LEVERS 11 STRIKE 1 �k ASA � � s RIM CYL9 m (1 1 * FALCON 0952 1013 STRIKE 1 ASA I N CYL.. GUARD (1) 1 * ADAMS RITE fMC 4043 RC-121 BUTTS 11/2 STANLEY fffi-179, 4 1/2" x 4 1/2". NRP, PARS 6 offm US 1 1 4 P PA� STANLEY 1/ � -179. 2"x4 1/2" 2ND AI�NC BAR 1 �k ADAMS RITE X802 -36 SKI 1 3 HOLDER 1 GLYI�I "WON mom cm �k LCN 1 * ADAms RITE {90511 #404 DOOR KAVINEER CLOSER (2) 1 Um 44 PULL 1 STYLE "T" (COLOR TO IrIATCFI WEATHER SRO INT'L #52 � X 1/2" SMS PLATE 2 QuAlmr #411 us 32D o` THRESFIOLD 1 1/2" X 4" ALLNmIMI * CLOSER (2) 1 WIN 01371 T�0 MATM DOOR F�NSH. LATCHSET 1 *FALCON LS -101. 2ND I DOORSICOPE 1 * (WHERE NOTED IN SM.) INTERIOR COLOR &MATERIAL SC L0 ' * �"`" `� �" °" �°'" /'"�` "'�" ' * "�" Z S USE CHECK BOX ONLY 1 DOORSCOPE SINGLE CYLINDER DER 1 * FALCON P841 26D .... 4 N ' D ' MATL.. DESCRIPTION NO ' MATL,. DESCRIPTION F 1 FIN V�EREY�OF DEADBOL.T H c IS FMIISH KICK PLATE 2 QUALITY #48 32D 10" FNGFI * LCN #IM SI 1 1 - ES 26D a o0 Y CLOSER (2) 1 ter. QUAIm #33 #7 ONL uj(j DALW VERANDA SERIES OP50D -2021 P FLOOR TILE, 201W STEEL - "GEORgIiW" #763 HOLDER 1 IVES 5" B-Z6D eu� p3 STAY JF88-179, 4 1 /1"x4 11T. US 26D 107 PANEL-1 NON- TEt�ILAR EDGE, NON- CO�IBUSTR#LE. FLAME SPREAD 0I �- W • LATCH GUARD 1 LATCH -C.ARD 1t� - 12 GA. ZINC COATED ASH— � Z' X 4 U.L. LABELED. � � DALTILE VERANDA SERIES 0: FLOOR TILE, 20"X20" GUNMETAL SEE NOTE KK2C PLATE 1 QUALITY #48,, 320 10" HIGH STOP 1 QUALITY 432 -ES, 320 '■'■"' — 100 FLOOR s� A ' = �' WEATHER ZERO wT'I. w15 ' '� x4 1 �'�", 3: DALII.E VERANDA ,SERIES 2021P FLOOR 6 "X20" STEEL LAY - N ARMSTRONG - "V OCk d Celinga ", GYPSUM LAY-IN WEATHER 1 05 2 � x 1 2" S / BUTTS PAIR STAY � -179, 4 1/2" %2" US 26D 108 PALL --2 CEILING WITH WHITE VINYL SURFACE, Q 2' X 4 FLAME SPREAD 0-25, UL LABELED 5 PUSH PLATE 1 QUALITY #4% 3'" x 12", 26D oC SEE NOTE #1 PULL PLATE 1 QUALITY /451% 3" x 12 26D Q DALTILE COLOR PRO #221 PLATINUM OR CUSTOM BUILDING PRODUCTS #19 PEWTER CLOSER (2) 1 LCN 1371 BENJAMIN MOORE PAINT (1100) 445 - 0548 KICK PLATE 2 QUALITY #4 321). 10" HIGH 109 PAINT #319 -INT. RM "WED SEE NOTE #1 QUARRY DALIXI QUARRY TEXTURES "DIABLO RED" NON - ABRASIVE, 6 "x V e x 1/2. UNGLAZED NOTES DOOR TYPES 101 T1.E GROUT. MIAPS MR 200 SERFS #37 "TERRA COTTA 110 PAINT BENJAMMI MIOORE PAINT --- mom LAW SEM EN I -GLOSS AMEL "'"WHALE ��`�� "M GRAY' (1) ONLY ONE (1 RIM CYLINDER AND CYLINDER GUARD MALL BE SEE NOTE #1 FURNISHED FOR ENTRY DOORS. LOCATION TO BE DETERMINED IN FIELD BY CONSTRUCTION PROJECT MANAGER. PROV8IE 6" 10: Ap ABRASIVE DALTI.E: QUARRY TEXTURES *DIABLO RED" ABRASIVE. W x 6" x 1 /2", UNGLAZED (2) ALL DOOR CLOSURES ARE TO BE ADJUSTED TO COMPLY VATH FI SYMBOL OF ACCESSIBILM 102 QUARRY MAPS KER 200 SERIES #37 "TERRA COTTA" 111 PLASTIC NEVAMAR "STORM GRAY M TEMP. OF DOOR. MATRIX" MR - TEXTURED THE FOLLOWING REQUIREMENT'S: DECAL O EXT. FACE 111110111M OL PIUM T'ME nit. LAMINATE A. MAXIMUM EFFORT TO RATE DOORS PUSH SEE HOLE #1 SHALL NOT EXCEED 8 1 2 POUNDS F OR S so. DOORS AND 5 POUNDS OR INTERIOR. DECAL OM EXT. FACE OF % QUARRY DALTXE: QUARRY lEXTLIRES 11.E TRIM COVED BASE We H x W L B. SWEEP PERIOD OF DOORS FROM AN OPEN POSITION OF qI �p� e OF 70 DEGREES SHALL JAKE b , 103 TILE COLOR TO MATCH FLOOR 11.E 112 PLASTIC FORMIK.A OW-58 TO MOVE TO A POINT 3 R 9 . I ingummiz BJ1SE LAIMNA1E TO THE LEADING EDGE OF THE DOOR. a� 1 xLU n , SEE NOTE #1 �S ,/ MSC TYPE: CONVERSION e►�t� -O` jo 8365 151 MASLAND 7005 - ID A INSTALLED BY 000 �RVICE RECENEO a) COUNTER M AVON FaRMSIOm ` m" LAVA" f 1 -9020 SATIN MY F Ti WMM A 104 ROOM DALTI.E 11E MMA SERIES PWO -2021P FLOOR TILE. 6` X 20 STEEL FINISH EXISTING EXTERIOR EXISTING EXTERIOR � �� � � 1 2 � .1► SEE NOTE r DOOR DOOR CARPET PEHMT CEM7ER 3742 S . 144TH STREET SCHLUTER - RENO -Tk - PROVIDED BETWEEN TEE AND CARPET SEE NOTE RESTR00M1 MN.LS PAIR11110NS By OlAOLEY CORP. GOAT HOOK ON DOOR 900PE AT TUKWILA, WA 114 pmtwlm SENIMAL RM MOUNTED 01%91 HEAD IRACFA WITH SM LATCH IlIEAIOR SIDE WORICSTATK9I DOOR FINISH OF DOOR AT ONLY. GRAIN BY: ARR C DIED PARTITION # M -2145 RES'IROiOM ONLY. R'/9WC SERVICE COUNTER FED. OAL -TM.E. DM-1 MOIAI'IED TO ME'T WALL S AS NOT T. 4 1/4' x 4 1/4 GLAZED 5 PAIr9p1 DOOR ED 1E SERVICE COIJFIIER GROUT: MAPEL #00 VIIII IV 200: ''S � WARM GRAY 412 ; VENT WIN ZAMAC STmuss _ P� ,� 16rW x 16"H F". MLARM CUSS C F.R.P. 4' x F IN ISH LAUVEWon 106 P--100 "rN#1E" STAA%ESS SISAL H� M1E� SEE MAW ELEVA DOOR FRAMES, �' � 110!15 �► AID 9PECMICAlm HI EDULES Sam 1. is* in 1M ft Mt., HAS ESTABLAM NA110NAL ACCOIRIT PRlCM WIN AVOIM 2 M THE EVENT 1NAT W MIAI M KWID F.R.P. IS NOT AVAIJYBE: IACIL PUIIE DAL TILE, MAALm GRAOLEY at TIa K. w glDER FOR L.ASCOeO�AIa CLASS M V#1E", 4'x9' 96M MAY K TIC CIONNUCIOR 70 TAKE ADVANTAGE OF T!#S SPECIAL TREY MUST M W" PLACE . INFM 11HE NAIDW A0001W MIAIBJF Piu NEWS 11NAT 1NE MAID L.S AL K D E I IN A JACK IN TIC MX I ES rALMM M PLACMC AM 0100 K PIEPAI� 'WATER HEATER 10 PIIOM IM J l 3 EE 'NAIKIMAL LIST IM SET. DOOR M .11� ^.. 4Y'+.AraM u...M..r..r +•.. —_. .�.� .,. .+„ T .• «... f y1! ..� ... . .�. w.n .n +i. -.�.9 ..... Y . V .. _ ww. ... r. i ce. wr . r-: _ .. .. uw�.. Y . .. r n . ._ ..... .. _. r . ♦i. .. .. . ... �� ws _.... .. .... ..... r �.... .. .. .. .�... .. .. .. ...... . .r. r- .. fin. I • +r w a.w. ry..lyylyr ..I�. .Ir.......wvY w ..y.�a... yA.. w++.�.1Y1MW R .. �� • 1 1 i N N N � M N N N N N N N N N N N L —... A r N N N N N N N N N N N N i PN�FIwsEED AN.IMNNUM PARAPET COPNrG (aS.C.1.) AG BRACKET, INHERE OCt M R ROOF PLAN W/ (2) I/4' DNA. 2 112' I.G. LAG BOLTS O.F.C.I.), T N MASTIC. LATE AT TRUSS VERTICAL MEMBER. SOFFIT` VENT 0 FRAMING PER S1RlICT DWGS. HARDFIANK SING, SEE W. ELEYAIIONS 4 2 x 4 BLK'G. AT VENT T11P. SHEET METAL VENT SEE REF. CLG. PLAN. PAINTED __= -�-- - - -- ---- = =--- = == --- BUN..T --UP ROOFING 12" MAX PER SPECS, EXTEND 3' I MIN* TO T .O.W. & LAP a Jr ONTO T.O.W. --- HARDIPLANNK SIDING` _ _ _ ------ _ - _ SEE EXT. ELEVATIONS _ _ ------ -- 1 -HR. FIRE RATED ENCLOSURE (U.L. ) 2x4 111D. STUDS i AT 16' O.C. W/ 1 - YER 5 TYPE ")" GYP. EA. SIDE �••oss�.o�alsii owlwmm ax w - Jav - 6 PREFINISHED METAL PARAPET CAP 3' = f--W PREFINISHED METAL PARAPET CAP 3' = 1'-0' 8 1 HR. SHAFT AT EXHAUST DUCT m CLEAR • i. ,�.�r � ►ice /�t�"i� i�i� i A No w i i rit � MECHANICAL EQUPWENT ON VENTED BASE, SET LEVEL FRAMING PER STRUCT. DMIGS. CANT STRIP AND BUILT -UP ROOFING PER SPECS. REMOVABLE ACCESS PANEL. 16' S Q. ONE -HOUR RATED ACCESS DOOR - MECH'1. DINGS FOR (2) -SEE METAL FIASIIIG - 2 x 6 STUDS AT -• 16" O.C. TYPICAL WITH � ) LAYER TYPE "X" GYP. 8D. r C� 1' 4 1/2" 7 1/Z"' 3 4 x -m Wif WE FACED TAPE POP RIVET --- AT 24' &C. 12' MAX. ! x WL CLEAR T PRE -FUSHED ( COLON WE) SHEET METAL DRIP FURNISHED BY OWNER. NrSTAILED BY CONTRACTOR FRIEFINISHED ALUMINUM PARAPET COPING (O.S.C.I.) '* 158 FELT OVER SHEAIHIING %1 MIL EQIIPMENT CUM PRONDED BY MECH. CONTRACTOR NrSTAUED By GEC. 5/0' GYP. go. LOCATED AT EXHAUST FANS ONLY 'io 3/14" ALUM. ANGLE STANDARD FLOOR BRACKET 11/4.90. EXTRUDED RUNG W/ 01 x 1 1/0 STAINLESS STEEL HEX DEAD TAPPING SCREWS 2 W" AVENUE S4 to 3 SAN dEGO, CA 92123 gm oil" m In W W bL 3' x t" x IN ALUM. CHANNEL Th"o erroMrMnq. as»d •p�o111oa�tionir RAL we = be r of pis * b vw No Uc NL, 1 /4' R.H.Y.S. STNESS STEEL t No p Aa wow or rwoomad t. FASTENERS AT BRACKETS U NOTE: BOTTOM PW71ONN OF FK - RATED ENCLOSUIRE 70 BE INSTALLED AFTER NrSTALLATION OF EXMAUST DUCT EXHAUST DUCT - TYP. 1-161. FIRE RATED ( U.L Pm) w x 1 - LAYER 5 TYPE Y GYP. 6D. SIDE E1L E 3/4' = 1'-d" NOTE SEE MECHANICAL DRAWNGS FOR ADDITIONAL INFORMATION DETAILS I ' n ROOF EQUIPMENT CURB EXHAUST DUCT CASKET w/ CAULKING I NO N� � T. L I 24 GA. COUNTER FLASH J 1x4 NAILER RIM INSULATION BUILT-UP ROOFING PER SPECS CANT STRIP ALL ALL SIDE& ON 2' x 3116' ALUM. FLAT BAR WALL BRACKM SEE ELEVATION FOR LOCATION = 1'--tY 5 INTERIOR ROOF LADDER DET 5jW EXT. GRADE PLY PLY . AT WALL r 1 I � ROOF � T• N 2 COVER F.R.P. 24 GA. GALV. COUNTER FLASHING 2x PERNrIETER' CURB SET TOP OF U PLATFORM IM - CANT STRI' ALL SINES PER SPECS� N�OIED� 1M,0 3/4' - �'-o' O9 ROOF EQUIPMENT PLATFORM CANT STRIP AND FLASHING BUILT -UP ROOFING - - -- PER SPECS. —7 _ - - -- r ---- - -- - 16 1lNt. WAFT AT EXiIAUST DUCT t.a r,M.P- .�1...:...�. -... ... ... • JM�.�..�.. .y . ^M►1y- .I.�w:iT w, n .n-�I. .....�..,.•....�,wn..�n..y _ ... .. .r♦ �!i,n r ... r1'I.. _. .. .ar - ..w.. MECHANICAL EQUIPM1ENT -- ON VENTED BASE, SET LEVEL D EXISTING ROOF FRAMING PER S1RlICT. DMIGS. 1-W. FIRE RATED---P' STl1DS� On) 2x4 ' 1111D. AT 16' O.C. _W 1 - LAYER 5/r TYPE 4 GAP. 80. EA. SIDE 18 1 !NC SHAFT AT EXIMIgT DUCT <v P 3 r 31 ►7 METAL FLIISIINIG EXHAUST HOOD PER i m I a S HOW 3/49 _ 10-W BUILT-UP RQ PER SPECS. FRAMING PER 01NGS. U ddn RELEASE: AUG. 5 2002 F.R.P. OVER PLYW DOD R 3 x 8 SOIL BLOCKING P Pxpe KN LYE 1 2 - 31 - 02 T 2 x 4 STUDS AT 16' MC. P PERMNT.. 1 /14/°4 3/8" x r LAG BOLT B Bp. 1 /27/04 () EACH WALL BRACKET CONSIRUCTI01t 3/15/04 2 x 4 STUDS - mm AT 16' O.t 112' DIA. EXP. MIK;TIOR 3x8 SOIIN BLK"G. W/ (4) 16d T.N. EA. END LINE OF FINS C x r x 3/16" ALUM. FLOOR • (2) 'A35' CLIPS EA. ANKLE STANDARD FLOOR 117 SIDE OF CURB BRACKET 0 ck: 4 X 6 FRAMING ON ALL SIDES, A.oro� 1 • LADDER DETAIL 3' = 1'-0" Z z Z n LADDER UP SAFETY POST AT EACH Z i SINE OF LADDER, SEE SPECS. q C) x - W � W 27 x 3' 0' ROOF ACCESS HATCH w/ PADLOCK W CT. CANT STRIP -- V �! Z V) n 0 w CD V Z wl Li.! '�- :m -H S o >- LL- C� N wool . V U7 0 i ob w CD w a -H AW io Q. WffMTCHAM STM LA� W= oC cke, u v 'Kok erg -O'N° mr% +9' -4" A.F.F. -• 2 x 4 STUDS AT 16' O.C. CONT. M. PLATE A.F.F. IMC'q w p. PfEw T SANE OF w4pallm SUSPEIIED CL'G. PER PLAN *0 fi0f1YlOt OM1 MK TYPE: CONVERSION J8 # 8365 RECENED ("11Y OF ?{ 1K1M) A 3742 S. 144TH STREET pEpMT CENTER PREFABRICATED ALUM. ROOF TU K 1ML.A. WA ACCESS LADDER SEE SPECS DRAIN BY: , ANt 9CALF: AS KW TOP OF FLASH FLOOR A11CH N; I uRAL DETAILS 3/40 19-W r {{ T a �...... .. ...a ++.r � .� .. - . r :..,,.. y .,. . r . -�+-.. �. �y.r...w.•w. +e.P•�. n...... '.w.11R.1s.r -.r �..n. a.. +.— -_awn n..�......r.- ...w.... - .�.�.. _...... .. r.�.nw ..wir.� �...- r- r.w.��r... ,y.— � w W= oC cke, u v 'Kok erg -O'N° mr% +9' -4" A.F.F. -• 2 x 4 STUDS AT 16' O.C. CONT. M. PLATE A.F.F. IMC'q w p. PfEw T SANE OF w4pallm SUSPEIIED CL'G. PER PLAN *0 fi0f1YlOt OM1 MK TYPE: CONVERSION J8 # 8365 RECENED ("11Y OF ?{ 1K1M) A 3742 S. 144TH STREET pEpMT CENTER PREFABRICATED ALUM. ROOF TU K 1ML.A. WA ACCESS LADDER SEE SPECS DRAIN BY: , ANt 9CALF: AS KW TOP OF FLASH FLOOR A11CH N; I uRAL DETAILS 3/40 19-W r {{ T a �...... .. ...a ++.r � .� .. - . r :..,,.. y .,. . r . -�+-.. �. �y.r...w.•w. +e.P•�. n...... '.w.11R.1s.r -.r �..n. a.. +.— -_awn n..�......r.- ...w.... - .�.�.. _...... .. r.�.nw ..wir.� �...- r- r.w.��r... ,y.— � w 1 k +ww►o�e 1O I HOUR SHAFT AT EXHAUST DUCT (3) IN TVP. 5/8" T11PE V. 2x4 STUD AT- IO ac., TYP. ALUM IM STOREFRONT SYSTEM, am W/ INTERIOR WALL FISH 112' PLYND. FLLOt BnTr Nsuuna+ INTERIOR O 7O SILL AT DRIVE THRU WINDOW INTERIM FINS 9CI�EDULE DOUBLE STUD AT JAMB H.M. DOOR FRI WAD & JAMB PLASTIC LAM. Soup CORE a mmm w No 11 HEAD & JAMB AT INTERIOR WALL 5 , = 1'-T 2x4 STUD � PER SCH DLI E M.M. DOOR FRAME/- PLASTIC LJIM. FACED SOLD COTE DOOR \.J 16 JI1A� AT SOW COME DOOR r HEADER P STRUCT. 0 SEALANT PAINTED H.M. DOOF 1- I J „ 1 DWrM V 12 HEAD AT HOLLOW METAL DOOR e y M'R, i#JID FLASWr^ PANTED H.M. DOOR FRAME — CA W H.M. DOOR - - ---- -- 5/8" T11PE 'X' G11P. 61). EA. FACE TVP. ALL SNOB 1 HOW FIRE RATED ENCLNO6 K (UL X1335) 20 FLAT AT 1a" at 4 1/2` A#11��1 17 .1#" AT METAL OOOR 4 � 3111" x 3' am (OR 4 d SS 9M) 1/0 AWK FLOOR TLE r ATI f &Q ANL2"Olt N O ExTEI� Fly I ,� AT DOM OPG. 4 '° I LNE OF CONC. FOOTNC eE�alra �a TH Nrol� AT Ire 0001 1 . • . ., o .... _waw -.. ........ .. ,... M► -r�- .........+ w ..._... a- +Mr^. ^ _ . -. *,rr.�. -... ... +.+. .. p.... . �., r►.. —. +.• - .. .. ..., .. �, . _ _ .. ..�. .. .. ... •- -.. .. .. _ 1 � i i • ,� 2x4 FLAT r-FNK PER STRIICT. r it ,,� �, •.. 111 e -« a 3" = 1 $ HEAD AT PASS -THRU WINDOW MIT. FMMSH PER -- SCI�DIJI.E FRAMNIG PER STRUCT. MANS= SW SPACE SEALANT (TV.) --- ALMN STOREFRONT �FM�� W/ MIT. rye 4 I/r W O 3 HEAD AT DRNE THRU WINDOW sysiEw ALUMIN sma�oNr NAIIDPLAW 3Mm 3 3EE EXT. ELEVATIONS �i1IP. SQARD PER PLAN PLY. PER PLAN PER SECTION HARDISOFI.IT, TYP. CONT. SEALANT BACKER ROD PASS -THRU SEE SPECS (aF.C.L) SLNNM` SECTION FIXED SECTION -r = 1'-T rt C I A- d1117Aa� 9 AWNING AT ENTRY r -s 5/i' KKG. PER — SIRUCT. DIMGS. tEOPRm GASKET PROVDED & MISTALLED BY AWNING MANUF. METAL FLASHING PROVAED & INSTALLED BY AV NNG YAi�NJF. WALL IrIOIJN?ED SOFFIT LIT IN METAL AMOK MOUNT AT 10' -4 1 /f A.F.F., CENTERED ON AWNING IMDTH. SEE ELEC. DWG'S. COORDINATE LOCATION NTH METAL AWNING MNSTALLER. t M o FOR ITEMS NOT N01FD SEE l A9.3 1 1/2" = 1'--w HARDpLANK - SEE EXT. ELEVATIONS r —s 5/s" PLYV0. PER STIMT. DWGS�. IEOPREIE GASKET PROYM & MISTALLED BY ANNNG YANNJF. METAL FLASHING PROVDED & INSTALLED BY ANNK' MNANW. WALL MOLJNNTED SOFFIT LIGHT IN METAL ANNG, MOUNT AT 10' -4 112" A.F.F., CANTERED ON AWNING NTH. SEE DEC. DWG'S COORDINATE LOCATION NTH METAL ANNNG INSTALLER. PRE-FABRICATED METAL AIMING PROVDED & NSTALIEI BY AVINMG MAIMJF. 1 1/2" x 1 11:r x 25' TN#L. VE BY AVMW MAN t F. LAG BOLTS (2 PER BNtAp" PROYDED & INSTALLED BY AN" MANAIF. METAL RAS NIG PROVIDED A: INSTALLED BY ANN+IG MANNIF. 10 AWNING AT ALUMINUM STOREFRONT OEPARTMENT 0330 BALBQAI AVENUE SCAN DEng, CA X2123 Th"s drawing. and a�oiAootiona ov Vw yraporty M raa�c Mn too •a Ina and 00 owt be oopW or rr a*jaod wkhwt No or+Wa» wittm co sm%t. ` RELEASE: AUG. 5 2002 PJQJB ONLY f2 12 -31 -02 pER1�T.. 1/14/04 O: am 1/27/04 CONSIRU 7Kft 3/15/04 3a A)4 OM RM REV. Q 3,A §M GOMM RN. . 0 zr a 4' SUM SECTION FIXED SECTION M M `« �1 U A- IrAIaA�� 3" 1'-d' 1)3 SILL AT DRIVE-THRU WINDOW 3" = 1' .NOE COOROIIATE LOCATION OF I SHM NTH DOOR FRAME CON FIRMTION SO THAT TIE DOOR WILL DE CENTM OILER THE TFMESNOLD. I1IERMOR FMASM PER H.M. DOOR C.L. OF DOOR AND WEA1ERSTRPPMIG TI#1ESHOLD PER SPECS. FUM RE EXT. CoNO. Sub ' EMI. FL LME r. wl 1� AN AT ORNE TIMg1 GASKET PROVDED & MISTALLED BY AMrNIG MANIIIF. METAL FLASFNNG PROVDED & INSTALLED Can O f TU u.A APPROVED APR 19 2004 AS Nu i LU PRE - FABRICATED METAL AWNING PROVDED & INSTALLED BY ANIG MINrUF. Oy d z. 06Z ~ N � UJ(J ui =F W= �V oe lL 1 � ' r � r r 1110100 F ORM I►x'It • Nr�w i f f SRO lnuvwIYmj011 i W TYPE: CONVERSION I RECEIVED f MV0F 836 r. r r ' ADO f CENTER r 3742 S 144 STREET f WALL MIOUNIM SOFFIT LIGHT N METAL ANNA MOUNT AT 10-10 112" TUKWL.A, WA r A.F.F., CDiTEREO ON AS NiG 901M. i SEE ELEC. 0 3. C00110INAN LOCATI01i DRAM BY: AM r NTM METAL AUM INSTALLER. 1 SCALE AS I01 r FOR I1Drls NOT Nom sm 20 MC CTURAL A9.3 1 112N • 1•-or • .... .. s. w...�.n..w- .►+.+►. Y.. - ..«... ,.. .......- ..q.w+•.+n/w�+'.. raw-.- �a+ w++ Mw.+ ...�1�F*n.►s•rraw_+ .....�...r....,,�.•. .. .."�...�►yi. +.•..1. .�.. ...mow....•..... • � 1 r r B ,fit e AUNT. S1g111 SY'S1EM DOOR STOP NAMOW SIN DOOR tl= HEAD d� TRANSOM AT ALUMINUM E 4 � ENTRY DOOR D PERKIER SEALANT P.G. 70 PROYIDE 6t INSTALL ESCUTCHEON. APPM AFTER CAULKING OPE" 45' ELBOIK PPE & WE CAP PROV1= W/ GREASE TMW INSTALLED BY P.C. CAULKING By P.C. KITCHIEN MIALLER M PROVIDE-/ G.C. TO INSTALL FLASWC ALL AROUND PER EXTERIOR ELEV. SWMNG 3/B PER EXTERIOR ELEV. PER�EIER SEALANT O GREASE RECOVERY TAP IN 1 SPACE NT. FISH Put sm Ra 3 ./1 3 "' c av�v c CLA JOLST'S POt SIIMICT. IL BIIOIt Fv0N PER E3HI SCIEDIN.E t SUM AT 16' CLQ INS INSULATION e.. RESIROOMS IF SOUND on"" AT RES1ROp/S 6 A4.3 11 rtooF DRAIN AND OVERFLOW Q COMBO aaoc oww t oVERFLow vot Mw owes. - 45 oEC% cw+r smw -� ALL sM nP• ROOF MW PER S1IRICT. O�NOE BUILT--UP ROOFING SYSTEM 0/ PLYMD. PER STRUM OWS HARDI SIOI�K�, WHERE LOUVER OCCURS SEE EXT. ELEVATIONS 3" DiA. OVERFLOW PPE KEY CMJNM ASSEMBLY N FLUSH MOUNTED FILL r BOX TO BE FURNISHED BY Cat SUPPLIER & INSTALLED BY G.C. OM COUPLING • MALE (FILL BOX) 4' -6" A.F.F. PERT EiER SEALANT 2x4W /16dAT8" ROOF DRAIN I NES ROUTE EMERIOR PER ROOF PLAN JI�t��l1� 1 1/f = 1 n12 CO2 FILL BOX BUST -lIP WOOfriG SY51EM 0/ R.M. PEN S11dICT. OwOS CANT 51RP. 1YP. 20 W/ lad AT Or Q Q "OF DIto LIES,, AOLIIE AS �N0D1 OM PLANS LX MR PLASTER PER - EXTERIOR ELEV. FRMG. PER STRUCT. DOGS, DRAIN THM WALL ONL • DEN N01ED ON DW & PANT TO MATCH PLASTER DERE END A 7W FACE OF 0JR9 AS �f C LIa1ED SEE AftCWL PLMB'G6 PLAM MEOW 1 1/r a 1" 17 Dommmi OUTLET e 1 1/r = 1 1 LIE OF WALL -- Mwn CNXET oft VRAM @.T-1r "OffNG OVER PLY. PER . Clio CANT SMP -� SET N B&W 1iOfT WE PE1t mmmmmmmmlow 18 VENT STACK NOLLED 2# LEAD FLA9W 1 000 K10 PIPE MASTIC AT ERGS OF IM IN FELTS ST LEAD FLAW N MASTIC slrtlP W/ "M PLES OF FELT. MW RAW MFG W000 BL�oa 1 . 1'-d' PER sa�uuis 31fr RAOIIlS 11.E COVE BASE OVER GB.U. PROM CONT. BEAD OF gALANT ALONG eons noes OF WALL v ' a 1� "fE 7 AT MTEIgOR WALL 2x KOCKM 2d LOW 'U4' JOlST NAN09t 2x CUM J=0 2x KOCM I NIEAIOR RNM PER FNSN SCHEDULE 2 x SM AT 16' O.C. 1 1/2' = 1 ' -O ' I ALUM. STOREFRONT SYSIEAN MT Dmw IRLT -1p ROWING L44K FLASHM UP THE PARAPET (MALL f W 3EE SPECS, 4R CANT Se BHT-4v Nam BASE FLAW SYSTEti. SEE SPECK. BULT -4.1p ROOFING OVER PLYM $ TYPICAL BUILT UP ROOF AT PARAPET 3' = 1' -01' I • �• �« 3 j I _ 3/r RADIU'` 111.E COVE EASE OVER COINC` GARB 4 •� d r� TILE PER PLAN 4 or 1/2" TOOLED STRIICT EM 10i Q . ° SUM GLAZNG a� a . do F007MG A•�e1tMA�i 3' = 1'-O" n10 TYPICAL BASE TRIM t t/7' t'-d' n15 CEILING CLOSURE AT YVIB 5/ir 7H IOC 1f HIGH CM AT BASE OF WALL EACH 9DE. SEE sKeft FLOOR FINISH PElt PLAN MR PLAN B.Aa C11Y % l;il� Aee'kj, MAY 13 2" O eAfE AT wALK 00001.�t IF r a �-o�� � -r���M �o�rw►rwN 3' = 1 2 JAMB AT ALUMINUM ENTRY DOOR Q 3' = 1'-d• 3 INTERIOR WALL AT CEILING JOIST 1 1/f = 1' -Or 4 CEILING JOIST AT WALL -- 2 1/7' DIAL HOLE 4' ..._..� 5 EQUIPMENT WALL TRIM PER KITCHEN DWGS. BY G.C. 2 PART URETHANE -- 22 GA. GALV. FLASHING WE OWED CLIL DES TOP PLATE SILL BELOW PPE CLAMP BY P.C. SEALANT SLOPE FULLY SOL.DERF.D. SET NOT fflONL FOR CLAW 1 j+ V7V• p TO EDGE ON ROOF DECK fN 4 5/8" GYP. BD. 2" ---BALL VALVE BY P.C. O APPROVED MASTIC FLOOR TILE Put IMTH FIN. RR., SCHIEDILIES �- 19I0JEN SEE SITE PLAN GROUT OR APPROVED R u HEM EDGE ffo 0 0 0 0 0 _ 0 _ _ _°_ _ _ -°>r.� _ PER SCHEDULE OUTLET AT NOSED SEE 16 p q a --------- F ' BACKER ROD & SEALANT -� 2 4 4" r MIN. 1 3 6 �-- r DI A. PPE PROVIDED 14 LOW WALL AT ASSEMBLY TABLE W/ GREASE TANK. 0 ----- 0 INSTALLED BY P.Q SLOPE PPE TO DRAIN I I - ----- 3' DNA, ASS _--------_ _ _ __ _ _-- - - - -__ - 0001I5- OUT BACK In CREASE TAW I I 6 INSTALL PER MAT". - IN MASTIC i INTERIOR FISH Boot SPECS. REF. TO I%& I I —2 x 6 S"IM AT PLYND. AND FRAMING-I I FIJ1,5" 1. Annatrarq Expand Tie System 5. #12 H ova Wn - (7661) r 16" QC� PER STRUCT. OWGS. I I 4' QG. or as required by code. . —PLYWOOD SHEATHING PER METAL SLEEVE BUS S BUILT-UP ROOF SEE 2. Axiom Ownnsl Trim (2". 4% 6 B" or 10") 6. Arms#raq Aa w tit d Cel" Pawl (Dry M SIRIICT. PyC PPS SPECS 3, Axiom Tip -Bar Corrowtor CEp - AX1BC Cdi" Op'tiand- Rpt+w.t pr=iw, AX -11.12 INTERIOR FINISH PER SCHEDULE SER1ACE LIES O.D. +1/4` NOM 4. Direct Load CWq Cap - DLCC SEE ELECT�51"ITS.� FOR OTHER ROOF Axon � can •� prsvidsd vim n�in nwrn rodus of Z4 P'EIEIRATIOHS . 1 1/2"' = 1 7 PITCH PAN S = 1 $ SECTION THRU AXIOM CEILING HEIGHT TRANSITION r = 1' 9 MULLION AT ALUMINUM STOREFRONT 6 A4.3 11 rtooF DRAIN AND OVERFLOW Q COMBO aaoc oww t oVERFLow vot Mw owes. - 45 oEC% cw+r smw -� ALL sM nP• ROOF MW PER S1IRICT. O�NOE BUILT--UP ROOFING SYSTEM 0/ PLYMD. PER STRUM OWS HARDI SIOI�K�, WHERE LOUVER OCCURS SEE EXT. ELEVATIONS 3" DiA. OVERFLOW PPE KEY CMJNM ASSEMBLY N FLUSH MOUNTED FILL r BOX TO BE FURNISHED BY Cat SUPPLIER & INSTALLED BY G.C. OM COUPLING • MALE (FILL BOX) 4' -6" A.F.F. PERT EiER SEALANT 2x4W /16dAT8" ROOF DRAIN I NES ROUTE EMERIOR PER ROOF PLAN JI�t��l1� 1 1/f = 1 n12 CO2 FILL BOX BUST -lIP WOOfriG SY51EM 0/ R.M. PEN S11dICT. OwOS CANT 51RP. 1YP. 20 W/ lad AT Or Q Q "OF DIto LIES,, AOLIIE AS �N0D1 OM PLANS LX MR PLASTER PER - EXTERIOR ELEV. FRMG. PER STRUCT. DOGS, DRAIN THM WALL ONL • DEN N01ED ON DW & PANT TO MATCH PLASTER DERE END A 7W FACE OF 0JR9 AS �f C LIa1ED SEE AftCWL PLMB'G6 PLAM MEOW 1 1/r a 1" 17 Dommmi OUTLET e 1 1/r = 1 1 LIE OF WALL -- Mwn CNXET oft VRAM @.T-1r "OffNG OVER PLY. PER . Clio CANT SMP -� SET N B&W 1iOfT WE PE1t mmmmmmmmlow 18 VENT STACK NOLLED 2# LEAD FLA9W 1 000 K10 PIPE MASTIC AT ERGS OF IM IN FELTS ST LEAD FLAW N MASTIC slrtlP W/ "M PLES OF FELT. MW RAW MFG W000 BL�oa 1 . 1'-d' PER sa�uuis 31fr RAOIIlS 11.E COVE BASE OVER GB.U. PROM CONT. BEAD OF gALANT ALONG eons noes OF WALL v ' a 1� "fE 7 AT MTEIgOR WALL 2x KOCKM 2d LOW 'U4' JOlST NAN09t 2x CUM J=0 2x KOCM I NIEAIOR RNM PER FNSN SCHEDULE 2 x SM AT 16' O.C. 1 1/2' = 1 ' -O ' I ALUM. STOREFRONT SYSIEAN MT Dmw IRLT -1p ROWING L44K FLASHM UP THE PARAPET (MALL f W 3EE SPECS, 4R CANT Se BHT-4v Nam BASE FLAW SYSTEti. SEE SPECK. BULT -4.1p ROOFING OVER PLYM $ TYPICAL BUILT UP ROOF AT PARAPET 3' = 1' -01' I • �• �« 3 j I _ 3/r RADIU'` 111.E COVE EASE OVER COINC` GARB 4 •� d r� TILE PER PLAN 4 or 1/2" TOOLED STRIICT EM 10i Q . ° SUM GLAZNG a� a . do F007MG A•�e1tMA�i 3' = 1'-O" n10 TYPICAL BASE TRIM t t/7' t'-d' n15 CEILING CLOSURE AT YVIB 5/ir 7H IOC 1f HIGH CM AT BASE OF WALL EACH 9DE. SEE sKeft FLOOR FINISH PElt PLAN MR PLAN B.Aa C11Y % l;il� Aee'kj, MAY 13 2" O eAfE AT wALK 00001.�t IF r a • 24 GA. GALV. x 1' STRAP 10 S1UD w/ (2) 10d9 N1E40R fNSil PER 9pEDULE 'I I 4 4 :_._. FINISH SEE SrTE PLAN Q G TN.E 1 0—Or' -- METAL FACED INSULATED WALL PANELS AT WALT( -M COOLER Fr�aE�ER -- BULLNOK GUAM ILE COW BASE r� ncrEr' nMni 4 2004 PEAINI'► �►r1'ER 1330 BALSOA AVENUE STAN KOO, CA OZ23 a lso M b dN ea Iliac, 1f"" {�"01Mi�q� a1d yi�OrACOt1011� .n. taw rror.tr a , ti tM w aW dW na w 600W or rW"AW wwwA is orewme www oaont. &dn ROME AUG. 5. 2002 PX(J0 ONLY 12-31-02 PST; 1/14/04 1/27/04 CONSTRUC1ft LI 5 04 L i O N d z, 06Z ~ N ujV LLI =F W= -No eU ad uL Q 7912 REGISTERED ARCHITECT ►.s L AO SP, R STATE Of WMISNINGTf�V its in MK TYPE: CONVERSION J 8365 AW 3742 S. 144TH STREET TUKYMLA, WA DRAWN BY: ISM 9CALF: AS N07M ARCHITECTURAL DETAILS M. h 1 t SEE KITCEN 2 x 6 KWG. ALL ALLI L FRAME DRAYMNGS FOR AROUND FILL BOX BEYOND KITCHEN EQUIPMENT WALL TRIM PER KITCHEN DWGS. NARROW DELL 2 x 4 TOP PLATE BOTTOM RAL 2 x 4 STUDS '"'E" "�'�' AT 16 0 QC. j+ V7V• p � REVERSE THRESHOLD 5/8" GYP. BD. SERVICE '°' ENTRANCE CABLE SET IN MASTIC BASE s EXT. t�01NC` SLAB, EXT. Fnn= FLOOR TILE Put IMTH FIN. RR., SCHIEDILIES �- 19I0JEN SEE SITE PLAN INTERIOR FN6S'HI FIN. FIR. FOR r1EMS MOT PER SCHEDULE NOSED SEE 16 p q a AL2 4 EXPANSION JOINT W/ 4 BACKER ROD & SEALANT -� 4 I�e�iMM/� 13 THRESHOLD AT ALUMINUM 4 3' = 1'-T ENTRY DOOR 14 LOW WALL AT ASSEMBLY TABLE EQIP. CURB LSE OF WALT DERE OCUM or., awcu WALL HIM. SEE w mum If 4" BUILDING GEM. NOTE 0% - ----- 3' DNA, ASS MIN. SHEET #41.0 0001I5- OUT CANT STRIP LEAD FLAME ---- - IN MASTIC i INTERIOR FISH • 24 GA. GALV. x 1' STRAP 10 S1UD w/ (2) 10d9 N1E40R fNSil PER 9pEDULE 'I I 4 4 :_._. FINISH SEE SrTE PLAN Q G TN.E 1 0—Or' -- METAL FACED INSULATED WALL PANELS AT WALT( -M COOLER Fr�aE�ER -- BULLNOK GUAM ILE COW BASE r� ncrEr' nMni 4 2004 PEAINI'► �►r1'ER 1330 BALSOA AVENUE STAN KOO, CA OZ23 a lso M b dN ea Iliac, 1f"" {�"01Mi�q� a1d yi�OrACOt1011� .n. taw rror.tr a , ti tM w aW dW na w 600W or rW"AW wwwA is orewme www oaont. &dn ROME AUG. 5. 2002 PX(J0 ONLY 12-31-02 PST; 1/14/04 1/27/04 CONSTRUC1ft LI 5 04 L i O N d z, 06Z ~ N ujV LLI =F W= -No eU ad uL Q 7912 REGISTERED ARCHITECT ►.s L AO SP, R STATE Of WMISNINGTf�V its in MK TYPE: CONVERSION J 8365 AW 3742 S. 144TH STREET TUKYMLA, WA DRAWN BY: ISM 9CALF: AS N07M ARCHITECTURAL DETAILS M. h I s-r SEE 90601 r Slit A&O F(Vt WMATION ON iNma RNIM NWM FN M ARE DENNAIM BY (N) 4. SEE 501 -_ _11 SH• D2.0 FOR WORMATION ON DECOR ITEMS, DECOR ITEMS ARE OESIpNAIED BY a & REST ROOM 43TOM ELEVATOG ARE SHOWN ON SHEET DZO. & REST ROOM ELEVAIM ARE SH011WN ON SHEET A7.0. 19-16 7. CSTA11ON & EMPLOYEE ROOM ELEVATIONS ARE SHOINN ON SHEET A7.1. & WOO ELEVATIONS ARE SHOWN ON SIEET K2.0 & K2.1. I ANY EXCESS WALL COVERING REI � I AM•IG AFIER PRO&CT C0601LEM SHALL BE ROM UP AM LEFT NTH =6=11ON MANAGER FOR ON SITE STORAGE. NOTIFY J8 STORE MANAGER OF LOCATION ONCE COMPLEX I& ALL EXPOSED FINISH CORNERS AND SEAMS REQM CAULKING. IN ADUM BUT NOT WED 70, 70P OF ALL COVE BASESL ALL FDCED EQUlPMENT, ALL AVONnE SEAMS, ETC. C.L. OF COW DRMl 11. FLOOR TALE 5 70 BE C 01 IS7RtX7ED SUCH lHAT MAZER DOES NOT WOO J14=41t.A7E ON SURFACE. GENERAL CON7RACTOR IS 70 V13WY THAT qp- SLAB DOES NOT HOLD VIAIM PRIOR 70 SETTING RAM TM "PONDW owl ILL NOT BE ACCEPTED AFTER 71LE IS HSTAM. I• SEATING LAYOUT TO COMPLY UM LATEST EDnM OF 7HE AMERICAN IM DMABILMES ACT C Q1108 ES (A.DJLA.G.) AND ALL LOCAL CODES AM ORD NANCE& C-L OF 16 cm DRILL - I I� T OF CM _j cil O f voo WROVED OR 1 9 ZU04 AS t4o 9 u i) � 0 �!) NI CEPA RTMENT N" AVM SAN CKK CA 92123 Clow m b to ft ML The" = 0, and Vo y ft so and oho m•t be oopbd or r is r e du c m ft preoow w"t" am•mt. d" RELEASE: AUG. 5 2002 P••(J6 ONLY: A 12-31-02 PERMIT: I Li M. 1 L2 CONSTRX11M 311 04 N 9� i O N CL 06Z ~ N W =F UJI W= L) ad LL < RECEIVED CITY OF T1 IKWI A 71 - -%,., + PERMIT CENTER site in'vowwwUm W TYPE CONVERSION A I ft 8365 ADDRESS: 3742 S. 144TH STREET TUKWLA. WA MAIN BY. AM SC&L 114! n I or DECOR FLOOR PLAN D1 DECOR PLAN NOTES I. SEE HMO ELEVATIONS 0" A7.0 A7.1 AND D106 AND 910-IMECUILES SHEETS A&O AND D2.0 FOR INFORMATION ON INWW MSHEL 702 ME I ATTACH TABLE I PER MWACPJFVrS M __ iT& I J 1, 11 - - - - - - - - - - - - EMPLOYEE II 12 WALK IN C 3 115 AL01 DRY STORAGE jig.. FRE FACTORY SUPPLED FLOM L FOR FLOW FINISH RU 14 70 GALLEY � PREP. e .4 f �u 7 r I` 0 L � u how.- loom rz I P, I, m r I 1. m .�,, . 11 L ri o $]@ I ire , � � � _ � i�: - f�CT7�'"� 'ri�"....�: �s+l" ..`�. , v.•,� 4 , ,�s. ��� �� GALLEY � PREP. e .4 /Y � , �f f ,J � -i;rr ': r rr,r. J + r � . ',� 1a I 10 SERVICE EN A f r J . )A e A ,s ,F f /Y � , �f f ,J � -i;rr ': r rr,r. J + r � . ',� 1a I 10 SERVICE EN A f r J . )A e A ,s ,F •' / �r f r J' / • /• ,'-r. � v'./��' r lJ I r ,' . -•!` '� - / • J ' r / J •l'i ,f• I��J�� /•�J' /'J. WINDOW PICK UP x 11 102 rj 101 A M il IL-J EEO r 3_1 250 255 LL--Ji 210 240 N�'lll J, 246 -JL-i 245 f. - 7 7 - _-_ - 7h �1 loom 11 102 rj 101 A M il IL-J EEO r 3_1 250 255 LL--Ji 210 240 N�'lll J, 246 -JL-i 245 f. - 7 7 - _-_ - 7h �1 �1 1 N r INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR E INTERIOR EL.EVA'TON Ile = 1 ` - I le � 1'_A" DECOR SCHEDULE - MARK 8E=C0NV=BK ITEM DESCRIPTION WE CHECK sox ONLY REMARKS no+s MW Baow wu K vwowoEn AND INSTALLED BY M ate. OONIRACTOR SHALL 000101INA1E THE SON ( w1M li[ OwER$ IVIKIENTAIIVE. 106 JACK P.O.P. BALL L000 Slpl, 91p1 CO. MSTIILLS 91q! IlE11S LISIED BELOW UL BE PWAED BY THE OIIINEIt AND 911AL1 BE NSTALLED BY 11E OONIRACTOR Oa11RACT01t SHALL OOOIIONIAIE THE IN011C 110 NO 111INDOIM SHADES OPII ! WNDOMI SHADES. MAE X11 0111109m 21'H 140 wMl PANT ABOVE 20' AfF - BENJAMIN MOOIiE /!125-t0 'UAN�lllf S 121 wAll PAW BELOW 2Y' AFF - BD6I 110011E Q130-30 'SLIIEN WINl11' EGG SIEII D 1�2 ACCENT WALL PAINT - ODIJAII! MOORE /2004-20 'CFAJ PEPPW E06 SHELL, 130 wNl PAINT RESIROOY ABOVE FRP - BEIIJAIri NOpiE J2125-Q0 'YANLIIf'S DRESS! SOi0.06S 110 SEE ELECT. Dw6S. Aso cauic few w/ oarTRa SEE ELECT. owc� Aso riuww►hn rroow SON a �°x�i n WS 0T0 TIDE TOP / HANDK',IW 2 -SEAT 24W 100 TAKE BASE / OFFSET BASE w/OFFSET C0.1AN / HAION`.AP 16'X22' INSTALL. 07H tq' CLEAR, FACE OF OaINN 1O HC TABLE EDGE 5403-1622M O TAKE lOP / LAMINATE SURFACE / NlYL EDGE 24'X24' 210 ATTACH TO TABLE BASE TAKE BASE FOR 1I SEAT TAKE 203-22 r= TAKE 10P / LAIIIAIE SURFACE / Nl1L EDP 3D'X3C ATTACH 10 TABLE BASE O TABLE BASE FOR 30r X JO' TAKE O TAKE lOP / LAMINATE SURFACE / V9I1fL EDGE ATTACH 70 TABLE BASE Y4S TAKE BASE FOR 24'X45' TABLE O TAKE lOP / HANIICAP -SEAT MOUNT 27' pR FROM FN. F1R. O TAKE BASE / TWO EDGE SET BASES / HANDICAP INSTALL X111 JOr AK CLEAR SPACE BE1I BASES. O METAL CHAR / Y9ib1 SEAT OD HIGH CHAIR /PLASTIC FRAME / VNYL STRAP O DOLE 0001H wMl O NOT USED O HANDIC,IW / OORE DRILLED TARE BASE FOR 2T if 45r TAKE TOP O GORE DRILLED TABLE BASE FOR 24' X 24' TABLE 70P O IWOM)M / OORE OFLIID TABLE BASE FOR 24'X33' TABLE TOP O GORE DRILLED TABLE BASE FOR 24' X 45r TABLE TOP O GORE DRILLED TAKE BASE FOR 3C X 30' TAKE TOP OD wAS7E RECEPTACLE O GORE DIi1.LID B41M4K W1FI ENTER SIGN 410 MAGAZINE HOLDER / SLIM AROUND QI1NE FRAME AFTER SECIIWlG TO WALL 420 SU06ES11011 BOX / INSTALL Slpl ON BODE FRONT /PACKAGE / SLl00N AROUND E?11r1E FRAME AFTER SEgNiriG 10 WALL WV�Z / MsrAu. PER A.D.A. REa 7S, / SET / 37ROOIAS / w -wain+ /moo+ / SIuooi+ wiaUNo EN FR AFTER sECUrM Tu wNu / sIuooa ARauNU orn FRAME AFIEt sEauaINc 70 emu. Q FR Posroas /swoon ARO EN71E FRAME ire sEcuRM ro WALL JACK Paws PATIO FURNISHINGS: so EXIGM MuRN Q ocmeort ruwmt Q rNec eo+aH TABLE (ooae aaum) O PARK Bk11C11 TABLE (CORE pRLED) / AOCESSIBLE O PAWC INCH TABLE (OpIE 011llID) O PAM BENCHI O PAM BENCH O OUl00pt TINE !IIlIELLA O la1AlE OONCIEIE TABLE IM (2) BENC / AOCE'�E O 9WAIE OpIpE1E TAKE Rill (3) BENM / AO�IF HO IIOUO Oa1QE1E THE IM (4) 01D1QtS O Ila�O Oa1QEIL TIME WIN (3) ENQES / AOCtNIIIF 203-30 24 203 -2230 27"X45' 203 -522 2 PER 701.. MC- 550`01 DIL PER PLAN ISW3""x4 6 AAC.D.E.F.Q.J _ - 21 I/TH W 1/2 24"X42"X32 1/2'"H 24*M4'MX32 314'0" 24U4n= 314•aH, Ir --OVAM )W -4 3rx36" x30r'(") TAKE WAGAU 0 W3115 :!rarx") TAKE WAISAU / VM23 ") x3r" TAILE WAISAU 0 VM25 30 TME W3128 QUANTITY BY MARK STYLE 1 13 - .. 13 0 1 0 0 6 6 0 0 10 10 2 4 60 2 0 i 2 0 1 1 1 1 10 2 0 - i i i i i i 1 1 my of Tumu m"oVED APR 19 2004 As %010 81,.1i�D1NC3 'D��N III r PARTMEMTp 1330 BA" AVENUE SAN CA !2123 e lm m b the Bat b& we Vw �«ty of �I in itio � rK wW " roe be oopW or rgwedmI without Ha prow uo it hUm ow w IL d" F ELEM AUG. 5 2002 PA(J6 01L1� 05 12-31-02 PST; 1 14 04 1: 1/27/04 CO GIRLICTIM 3 15 04 n n A n n n "e ` o u�l CL 06Z �N � LU(j LLJ Ljj X: GCS LLm RECUMD f'.17Y OF TI WWII A PERMIT CENTER 11 my W TYM CONVERSION A # 8365 ADDRESS: 3742 S. 144TH STREET TUKNALA. WA DRAM Bar. AM DECOR ELEVATIONS &SCHEDULE D2.0 1 .wf,,. � w a r 44 203-30 24 203 -2230 27"X45' 203 -522 2 PER 701.. MC- 550`01 DIL PER PLAN ISW3""x4 6 AAC.D.E.F.Q.J _ - 21 I/TH W 1/2 24"X42"X32 1/2'"H 24*M4'MX32 314'0" 24U4n= 314•aH, Ir --OVAM )W -4 3rx36" x30r'(") TAKE WAGAU 0 W3115 :!rarx") TAKE WAISAU / VM23 ") x3r" TAILE WAISAU 0 VM25 30 TME W3128 QUANTITY BY MARK STYLE 1 13 - .. 13 0 1 0 0 6 6 0 0 10 10 2 4 60 2 0 i 2 0 1 1 1 1 10 2 0 - i i i i i i 1 1 my of Tumu m"oVED APR 19 2004 As %010 81,.1i�D1NC3 'D��N III r PARTMEMTp 1330 BA" AVENUE SAN CA !2123 e lm m b the Bat b& we Vw �«ty of �I in itio � rK wW " roe be oopW or rgwedmI without Ha prow uo it hUm ow w IL d" F ELEM AUG. 5 2002 PA(J6 01L1� 05 12-31-02 PST; 1 14 04 1: 1/27/04 CO GIRLICTIM 3 15 04 n n A n n n "e ` o u�l CL 06Z �N � LU(j LLJ Ljj X: GCS LLm RECUMD f'.17Y OF TI WWII A PERMIT CENTER 11 my W TYM CONVERSION A # 8365 ADDRESS: 3742 S. 144TH STREET TUKNALA. WA DRAM Bar. AM DECOR ELEVATIONS &SCHEDULE D2.0 1 .wf,,. � w a 1 4 SU� PENDANT L DECOR DRI O PENDANT LAMP HANGER MANGER BY GG + 6' -6" A.F.F., I 1 x 6 CAP IRAPPED W/ P. LAM. POST FORM AT ENDS -H PUBLIC 31S" RADIUS TILE COVE - BASE OVER 5/B" GYP. BD WALL COVEM PER DECOR ORAI1NGS ALL 4 SOB 5/8' GYP. BD. BOTH SIDES 112` X r P. LAM. M LOCATE AT TABLE HEIGHT _ `_.i«!; ��� W -: k" MINI rr r i iA IIIIIIIIII�/ 11 pow wAu. oiwER AT DINING aooM DRIVE "� THRU � a�1�Y 1 1/1" = 1 12 DOUBLE SIDED ILLUMINATED WINDOW SIGN H� GENERAL, CONTRACTOR 70 LOCATE AID CORE GRILL HOLD FOR DIVIDER WALL SUPPORT AND INSTALL. STEEL ANGLE. SEE ARCH. FLOOR PLAN FOR LOCATIONS. 2 x 4 STUD KNEE WALL I 11r DIA. MAC BOLTS � --DBL. STUDS I AT EA. 00 al OF WALL r x 2" x 3/g' 7HK. STL --� ANNE COU TERM aw I BOLTS AT 00 I COI��I CEMENT IN CORE - DRR.LFD HOLES 1 r 2 x 4 SILL PLA I I '. Af CoNC;�E IL (R0CK ) FONT vlEw 16 ANGLE AT L= WALL 1/8" DIA. POWER DRIVEN PINS AT 48" O.C. MAX. AND Ir FROM PLATE ENDS WST 4 GA. ; SX C -S1UD 7W. UAW MW AT I AC fo CL& e. ; wA L SMS 25-2. r & Q F AL O L 4'.* IIAMI RUNNER s o I FINISH aw ACE YAr! RUNNER ACOUSTIC 1rE WALL ANGLE Mil. (3) IUNNS. ?YP. r AL SUPPORT: 2 MMlfSPIJIYFD_NI 1t vA. aAac SAFETY w�wa�s - ATTAdED AT �POIMO CONS ATTACH TO B0T101 GIOIID OF VAM �� 1'(1) /4 0� m 1�1. T � � Cum u�aCT� w A - yQ,g MM �� m CR06S RUIMER I. USE MI SEISING AREAS AS fiEQ'D BY CODE. IERSEC110N AND �� IURE ss TOP TRU 17 -0" IN�F.AgI OMlEC aMIN.rwM O CEILING LATERAL FORCE BRACING NO SCALE LO. HDR. t/2'01xY (OONIECT lb 9�EMF -E1�E S11hICNAE) CHAN CHAN b h 'S' Fi00K 'S i100K K= POWER mm 1 'S lIOK � ' O lt W aM E MAIN AT 3 CEILING FIXTURE BRACING 2' _4" 31 SHOP FABRICATED-- - (1) PIECE FULL LENGTH COUNTER TOP. 1 LAMER If � OV OF ER PLYWOOD. SEE DECOR DWGS, AM SHT. FLUSH RE501 117H BOTTOM EDGE OF PLYWOOD F.R.P. PER SHED. — 2 -2 x 4 CONT. PULL � S�TCH 030 BLACK ALI1M1NNI FRAME I ' TOP BLACK BACK PAN EL, o � � OF 1M.E 25' IFS(. ROUTED ACRYIJC PANEL, FLtID wni u�w�r GEL n SERVICE COUNTER SECTION VERIFY LOCATION & VERBAGE OF SIGN W/ .MI CONSTRUCTION MANAGER Z~ n BANKL NNE POST AT SLAB 3/4" = 1 S -5 7/B"' 2 FT. FLOURESCENT " MODEL # F17T8\741 5 LAMPS 0 "3RO 1C BALLAST SIZE: 25.2V(H) x 24.5"(W) x 4.07(D) LAMP TYPE: F17T8\741 F.R.P. OVER 5/8"' PLYWOOD TAPERED TAPERED SLEEPERS, MATCH TO CL1d -11L (5 REQ'D.- NCLUDED) VAXHT: 19 LBS. LAMP LENGTH: 24' LMT 7W SET CERAMIC ILE AVERAGE STAINLESS STEEL EDGE GUARD VOLTAGE: 110V LAID LSE: 30.000 HRS. POvTt 3/r RAM WATTAGE 17W (PER LAMP) C0MSlJ1MPT1ON: an UL LISTED 111E PER PLAN RECEIPT PRINTER (TYP. OF 2) SEE SHEET E6.0 2" DIA. GROMMET CHAIM CUTOUT IN COUNTERTOP (TYP. OF 2) . 1 • i , • r� i . i 33 rti 71 .� 3 - . 31 � ` ] « 3 1 ►� I �a s�v�ce couMrER mmm • FUMM PER /LIGHT ME 2 4 AT 16 O. ah"Am a Allow 70 1" F.R.P. OVER 5/8"' PLYWOOD TAPERED TAPERED SLEEPERS, MATCH TO CL1d -11L SPACM 2 3/4" AT TOP 2 Q& !S-M AND 5/B" AT BOTTOM 5/B" THICK It HIGH 5/ir GYP. W. CM AT BASE OF W ALL, EACH SIDE 7W SET CERAMIC ILE fiECESM F11MAK STAINLESS STEEL EDGE GUARD 1-4 T 1 YP.) CM. ALONG BOTTOM OF TLE S/N' PLYWOOD 3/r RAM %o PROVIDE CONT. BEAD TLE CONE BASE OF SEALANT ALONG OMER CONC. CURB ODIN SIDES OF WALT. 111E PER PLAN CONCRETE SLAB PEIt PLAN 17 LOW WALL AT lERVICE C W1'1 M 1'-0 33 rti 71 .� 3 - . 31 � ` ] « 3 1 ►� I �a s�v�ce couMrER mmm • FUMM PER /LIGHT ME 1" 1 ah"Am a Allow 70 1" COWLY ASTM U BANAK CL1d -11L 2 Q& !S-M 'POR- R�1CIt' ANC imic PIC WW w CEMEN x oLA. G-aram HOLE ORE fiECESM F11MAK r Tiff. CONS SLAB 1-4 T 1 YP.) ILE FLOOR I ON MAIN W AX OF UA84AK N. T. S` 4 1/r 0 SET HEIGHT OF BANKLINE AT RAIL MOMT RALM r WA. MIL. POST ESCUTCHEON COMER SET IN A FULL IM OF CLEAR SLICOHE SEALANT, TOOLM SMOOIH Cam (ROCKCREIE) 3" = 1'-W TABLE TOP AT 3W A.F.F. i ----------- - - - - -- ---------------------- - - - - -- i Ilk 2 MUft AVENUE 1OFx10d' STAMPED r OUL SIM SAN KG% CA OM23 S1Ea. PU11E I SL�'PdtT e'm JI& it to h NO COVER PLATE ILE GROUT � .r.�iw. �r 411r +e ilrill irt N��elc� TO BE U S E D AT vN 111 11 rot be oopw or np l e dm a - A BASE OF SIP tT •Nho�+t ft prow*" w*W aar�r+ - FLOOR ILE v r� 4 AUG. 5 2002 A a t� a P.M.(ie my� 5 1„2- -31-02 d a PorMT.- 1/1 4" DUL POUR STONE 1 /27104 SETTING MATERIAL N 1M 5 TYPICAL. CORE DRILL ED TABLE BASE 3' = 1 TABLE TOP AT 3d' A.F.F. ^ __________ ____ ______________________ ___ __, e L---- - --- -- I I ----- - - - --a Q I I � r)dr STEEL PLAN i i r DNA. STEE11. 0 W/ (2) 1/4!3d 1/2"x1 1/2" I I SUFfvRT STEELL. AWE SIAM NO COWER PLATE 1 I RE GROUT 70 BE USED AT BASE OF SUPPORT i FLOOR 11.E � .. 1 1 0 0 3" DNA. POUR STOP _ M SET= MATERIAL D O CORE DRILLED TABLE BASE AT QUAD. TABLE 0 w KNEE WALL BELOW UNDER TER REF. SEE a DRAWINGS W W d — 11 r x 4" SIDE SPLASH 03 3 EDGE. V � / /v u- i - - - -- ----- - - - - -- - - - -- --- - - - - -- 1 - - - -- --- - - -,-- - ---------- --- - - - - -- - - - - -- r- — 1 - -_ --- - - - - - -- — - - -- - - - -- --I 1 I r____.w —__ --i I I 1 II I I 2 I 1 1 Jr � �� 1 � 1 1 I I A F LOA I I PRONICED BY OrINER - INSTALLED BY own TATIVE. G.C. TO CONTACT MANS. CLARK FOR COOIMA" OF INSTALL AT 1- 800 -•520 -2677. SAFE TO K SECURED AND RED TO FLOOR A SEALED TO TILL SAFE TO 3'--6 1/4" W 7/�' BE INSTALLED AS TO NOT TO TOUCH NDWXENT EQll�F.IrE1iT. a s � APR 19 2m A S NOIED LDlNG D BUI "SEON Z � WV �W H WV OC � PEFU cWnR MK TYPE: CONVERSION a 8365 At 3742 S. 144TH STREET TUKViALA. WA ORArNI 8y: Imo_ 9CME: AS NOTED COR DUAS 3/4" 1 "-W � r � � 7 GTY OF TUXMlA APPROVED . 4 1" 1 1" a s � APR 19 2m A S NOIED LDlNG D BUI "SEON Z � WV �W H WV OC � PEFU cWnR MK TYPE: CONVERSION a 8365 At 3742 S. 144TH STREET TUKViALA. WA ORArNI 8y: Imo_ 9CME: AS NOTED COR DUAS 3/4" 1 "-W � r � � 7 GTY OF TUXMlA APPROVED . 4 • ;j FOUNDATION NOTES DEBIiN LOADS: 1. THE 9g1Ep1A.E5 BELOW UST THE 1YY7 UNIFORM BUILDING 000E GRANTY AND LATERAL DESIGN LOADS USED FOR THIS euILaNC: GiRAVITY LOADS __ FLAT ROOF DEAD 16.0 P.S.F. LIVE 20.0 P.S.F. SNOW 25.0 P.S.F. SLOPED ROOF DEAD 16.0 P.S.F. LIVE 16.0 P.S.F. SN01N 25.0 P.S.F. LATERAL LOADS MM�D BASIC we SPEED Bo M.P.H. EXPOSURE 0 SEISMIC ZONE V= 1 m w a1i Co =.0.36Ra&5 3 SEISMIC LOAD IS REDUCED BY FACTOR OF 1.4 TO ACCOUNT FOR ALLOWABLE STRESS DESIGN. GENERAL: 1. 4" THICK CONCRETE SLAB IMTH 1.5 POUNDS VOOKSH' REMIFORCEMNEHT PER CUBIC YARD OVER Y SAND OVER VAPOR RETARDER OVER 2" COMPACTED SAID BASE ON THE PREPARED SUIBGRADE. 2. ALL CONCRETE SHALL HAVE 28 DAY COYPfION STRENGTH OF 2500 P.S.I. 3. SET FLOOR SN(S. FLOOR HIKES AND FLOOR DRANrS FLUSH NTH FINISH FLOOR UNLESS OTHERIMSE NOTED. SET FLOOR SN(S IN ACCORDANCE NTH THE LOCAL 40'VER1M AMNCIES. F FLOOR sms ARE REQUIRED TO BE INSTALLED ABOVE FLOOR LEVEL, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCMTECT. SEE FLOOR PLAN OR SCHEDULE FOR FLOOR MATERIALS. 4. 'VERIFY LOCATION OF ALL FLOOR SINKS AND FLOOR CRAMS NTH F.S.E. DRAWINGS AND PLUMBING DRAW INCS PRIOR 70 INSTALLA710N. 5. VERIFY LOCATIONS OF ALL EQU I14"T CURBS, BLOCK -OUTS AND SPECIAL CONCRETE FINISHES NTH ARCHITECTURAL AND F.S.E. DRAWINGS. 6. CONCRETE SLAB FISH AT TILE PAVERS AND OTHER 2" FLOOR X MATERIALS SHALL RECEIVE A FMS FLOAT FINN H, SEE DRAW 4S FOR LOCATIM SEE SPECIF'U71ONS FOR ANY SPECIAL INSTRUCTIONS. 7. ALL CURB OPENINGS To BE 4" GREATER THIW DOOR W1DTH& (TYPICAL FOR INTERIOR DOORS) B. ALL IS ARE FROM FACE OF CURB TO FACE OF CURB (U.OXN 6. INDICATES SHEARIMALL LOCATIONS WHME NO CONDU11T OR PIPN3 SHALL BE PERMITTED TO PENETRATE SILL OR TOP PATE. CONDUIT OR PIPING SHALL BE ROUTED FROM OVERHEAD. WHOM CONDUIT OR PIPING PENETRATES PLYWOOD, HOLESAW CLEANLY THROUGH PLYWOOD THE CONDUIT OR PI W DIAMETER PLUS 11:r. WHERE WALL OUTLET'S 00CU It IN SHEARWALL OP#NNM IN PLYWOOD SHALL BE CLEANLY CUT ARO1ID 0001 NTH ONLY FINIAL O'VERCUT. I SEE SHEET VZO FOR ADDITIONAL M FORMAT10N. 11. SEE SHEET S4.0 FOR TYPICAL FOUNDATION DETALS. m — 1 lip d M 0 r I Z. PROVIDE A CBI OF 2 ANCHOR BOLTS IN ALL SILL PATES. 00 ADDITIONAL ANCHOR BOLTS ARE M BE ADDED AF TER 3. FOR ANCHOR BOLT REMA REM ENTS AT SILL PLATE SPLICES NOTHCES, AND BORES SEE DETAIL, 19/S4.0 4. PROVIDE 5/b"0 x 18" L A.B.'s • 41' MC. • Sl'UIREF T * DETAIL 9/S4.0 Pot -)2 '"v t MAY 1 2 2004 �mT e k 0 bs eA FOOTING SCHEDULE ANCHOR BOLTING sun mmum um mom Bolt a A sPwc�c r -O' w x r -o" DP x tr THU (3) J5 BOTTOM EA. WAY A 5/1" DIA. x If L. A.B.'s • ' at 3x6 SILL PATE MIN. SEE • S&O 2 SEE SETAL 7 #5 CONT. TOP a BOTTOM s4r0 a 5/r DIA. x 18' L A.B. s 0 3r ac. 2x6 SILL PLATE 1. PROVIDE 3/16" x 2" x f (MIN.) PLATE WASHERS AT EACH ANCHOR BOLT. 9330 8AMA AVENUE SAN OEM CA 92123 0 10 Jm* in ft as ins, The" drowbW and GpWftatiano we ow property or Jw* In to IN lint wW " not be 600W or nip ftmd orWmt ita p vviow .ritton memt. REL EM AUG. 5. 2002 P.M.(J6 ONLYk 05 12 -31 -02 PERMIT.. 01 14 04 e10: CONS1Rll 700 03/15/04 F ® 02/W D4 HLIK DEPT. REV a� 4 ONR REV. w��i�an ice` 03/g3/b4 MM flEM REV. 03/'1W MUAI REV. ® 06/br1'/b4 C 11S MCM REV FAI AM i ! 9li lot 11 O� d V 06Z t/7 W� �W U.J u CLd fit U O (n V '� AS in I MK TYPE: CONVERSION J8# 8365 ADDRESS: 3742 S. 144TH STREET TUKMLA, WA DRAWN BY: ROOM HJA SCALE: 1 - FOUNDATION &'*" GENERAL NOTES oi a __ a FOOTING SCHEDULE ANCHOR BOLTING sun mmum um mom Bolt a A sPwc�c r -O' w x r -o" DP x tr THU (3) J5 BOTTOM EA. WAY A 5/1" DIA. x If L. A.B.'s • ' at 3x6 SILL PATE MIN. SEE • S&O 2 SEE SETAL 7 #5 CONT. TOP a BOTTOM s4r0 a 5/r DIA. x 18' L A.B. s 0 3r ac. 2x6 SILL PLATE 1. PROVIDE 3/16" x 2" x f (MIN.) PLATE WASHERS AT EACH ANCHOR BOLT. 9330 8AMA AVENUE SAN OEM CA 92123 0 10 Jm* in ft as ins, The" drowbW and GpWftatiano we ow property or Jw* In to IN lint wW " not be 600W or nip ftmd orWmt ita p vviow .ritton memt. REL EM AUG. 5. 2002 P.M.(J6 ONLYk 05 12 -31 -02 PERMIT.. 01 14 04 e10: CONS1Rll 700 03/15/04 F ® 02/W D4 HLIK DEPT. REV a� 4 ONR REV. w��i�an ice` 03/g3/b4 MM flEM REV. 03/'1W MUAI REV. ® 06/br1'/b4 C 11S MCM REV FAI AM i ! 9li lot 11 O� d V 06Z t/7 W� �W U.J u CLd fit U O (n V '� AS in I MK TYPE: CONVERSION J8# 8365 ADDRESS: 3742 S. 144TH STREET TUKMLA, WA DRAWN BY: ROOM HJA SCALE: 1 - FOUNDATION &'*" GENERAL NOTES oi a ROOF FRAMING NOTES DESIGN LOADS: GENERAL: 1. THE SCHEDULES BELOW UST THE 1997 UNIFORM & L,DING CODE GRAVITY 1. SEE SHEET SP2.0 FOR TYPICAL STRUCTURAL NOTES AND SPECIFICAMS. AND LATERAL DESIGN LOADS USED FOR THIS BUILDIKQ GRAVITY LOADS FLAT DEAD 16.0 P.&F. UVE 20.0 P.S.F. SNOW 25.0 P.S.F. SLOPED fl ROOF DEAD 16.0 P.S.F. LIVE 1 &0 P.S.F. SNOW 25.0 P.S.F. LATERAL LOADS MNND BASIC IMND SPEED e0 Y.P.H. B SEISMIC ZONE V = 2-5 Ca W = 0.117W 1.0 Co =.0-36R =5.5 3 • SEISMIC LOAD IS REDUCED BY FACTOR OF 1.4 TO ACCOUNT FOR ALLOWABLE STRESS DESIGN. 6• INDICATES SHEARWALL LOCATIONS OM NO COWT OR PIPING SHALL K PERIIT'1E0 TO PENETRATE SILL OR TOP PLATE. CONDUIT OR PIPING SHALL BE ROUTED FRC11 OVERHEAD. CONDUIT OR PIPING PENETRATES PLYWOOD HOLESA TFNNOUINN PLYWOOD THE CONDUIT OR PIPING DLAMiEIE PLUS 11. WHERE WALL OUTLETS OOCLlR IN 3HEARWALL OPENINGS IN PLYWOOD SHALL K CLEANLY CUT AROUND BOoc NTH ONL MINIMAL OYERCUT. 7. 0 - INDICATES 64 POST, U.O.N. & ALL EXTERIOR FRAMING SURFACE'S SHALL BE SHEATHED NTH 3/E' PLYWOOD APIA RATED 3 EATNNK EI OSURE 1 NTH Id AT r &C. EN. A Id AT 1r at F.N. U16,ESS OTHER1,11,1111E. NOTED. 9. A.P.A. RATED ORIENTED STRAIN BOARD (QS-L) MAY BE SUBSTITUTED FOR PLYWOOD SHEANNO MEN MAXIED BY LOCAL BUILDING OFFICIAL 10. PROVIDE 2x SOLID BLOCICING IN WALLS AS REQUIRED FOR REINFOR- CEMENT OF ALL GRAB BARS, RESTROOM FIXIURES PLUMING LIES WALL BU1MPER% ETC. SEE IITE W ELEVATIONS 9 EETS A7.0 & A7.1, FOR EQUIPME'NNT HEIGHTS & LOCATIONS. SEE SHEET SP2.0 FOR ALL WOOD ORADU PLYWOOD SHALL BE A.P.A. RATED SWATHNNG AND SHALL CONFORM TO COI#MAL PRODUCT STANDARD PSI -63 OR PERFORMANCE STANDARD PRP -106. ALL NAILING SHALL COMFORM TO TAN.E 23 -1-B -1 OF THE U.B.C. U.QN. ALL FRAMING ANCHORS, POST CAPS COLUMN BASES, STRAPS, ETC., SHALL BE AS MANUFACTURED BY 3IMP90N STRONG TW (COMPANY. NO SUBSTITUTIONS SHALL BE PERMITTED NTHOUT PRIOR APPROVAL OF THE ENGINEER. ALL 17MS SHALL BE 14TALLED USING THE MAMN FASIENERS PRESCRIBED BY THE MANUFACTURER U.O.N. SHEAR WALL SCHEDULE O 3/V A.P.A. RATED SIEAIFIMG (44/0), EMINE 1 E.N. w/ !d AT 6' QG f.N. w ed AT I QG 2r6 PWMK 1MAlED SLl PLAIE. O e a/e' A.P.A. RATED sW►Nwc (24/01 ooPaM I AT INTERIOR FACE Exw /eeATYac. v.K w/ ea At 1r O.C. Jr S1UDS ! aJ(G AT ALL (V) ! (N) PANEL JONTSS, 34 PNESSIRE 1REAlED SILL PLATE (Irll.) I. 3HEARWALL MARK IS LOCATED ON SIDE OF WALL INTENDED T'0 BE SHEATHED. 2. Id SHALL BE COYIION WE NAILS 10 1/4 GA. (0-131" DNA.) x r MINNm LENGTH. I REFER TO DETAL 1/S5.0 FOR PLYWOOD LAYOUT. 2 Z OPP HAND 2 SL s 12 O 12 7 7 12 2 34.1 SIA 81,Z 51.1 8{,4 5�,2 511 51.1 � � S1,Z O 06X,2 OF/I Rict2 oFal e,n2 eF'a ae0i 1 I 3 SO.2 1 I i I i � A �q F-Alom I 12 ..... 49. WO W w S462 MOIL- I. SEE UPPER ROOF FRAMING PLAN FOR NEW 1fEMIIERS SUPPORIIIG MECHANICAL EQUP1MENT AND NEW Z SEE ARCH. ROOF PLAN FOR EQUIPMENT AND OPENING LOCATIONS & ATTACH WCROLAM AND PARALLAM TO (E) DEL.. JOIST W/ 11f0 MACHINE BOLTS • 11!" a t -- - few I I I 2 � I I I ! I I I 0 4 *" \ O � M 0 - -- . --.j CITY CF Tje''Vi;f ,A APPRu MAY 13 ow MAY 1 2 X004 PANT CEWTLFF _ .-.. ��.,�....�...,..y.M.... c..... . +rte �. ... ... v .�. �.. .., .. . „,�,.,,.. .r. .. ,-.. .. .....,.� r ..._ +w... w ,.,, ... -. •.. ._. .. ...,.... _ ,.. «. a .» . .. � i • .. w _.. 0-.w r w w •w .. .. .. ,.•.- ••+.. .. . . ...... .... ..... .. .. .. ._ .. . . ... .. . • . .•. a... ...wr....+....�.....�... w►.,. • -.� � .... .. r,. w. r, ....wi..•...��ww.w�.+'.rrsr�. ,.. .......... ..�...• - ►�.. ,.....+t+wa.r....w w. •.....,..tr+..•rr..w.+r...rw . ..r.. r. w►...� ..• ..._.. . -. o 2 o4w 12 7 7 O P. mo tv S4.1 54.1 . - ►� I 1 c� G �1 lJ �'L 9330 BALBOA AVENUE SM DEGO, CA 92123 ©1911 Jock in 90 ft k Thaw di awk go and op"Iftotione we Vw ~y of ,left b ow eon bw wW dW not be ooPbd or rwo*mW without Re prodow wdtten owwmt. RELEASE: AUG. 5, 2002 PjL(J6 ONLY 05 12 -31 -02 PEnMl1T: 01 Ll 4 04 ov. CONSTRUCTION: 03/15/04 inewieions Qj Q2/b3/b4 HLIK DEPT. REV ® aQ/►o3/�a4 OwrG REV. OM MO REV. 03115/b4 QMK REV. AM w aa�. ,cnoM RRtrr► L� 0 e o 4/, a o6Z WU uj Lij 3: c1d U V V = �: i�i�■ Site infUU GLOM MIA( TYPE: CONVERSION A f 8365 ADOF10 : 3742 S. 144TH STREET TUKMLA, WA DRAM BY: RDM / HJA SCALE: 1 /4' = 1 ' . 0 FRAMING PLAN r S2.0 j.j 440- S 0 All u� - - &33r I ' ! ; • '-- -- -- ' , - -- - - 4x4 0LXG IN UIS44 J. H. UINEP REY" WALL TV- c oo cm I W - o , I I ! i III 14 ! i I f1 E COLUInNr w w. -- vy i �, 1 j f J REMOVED f E GLIB -- E GLIB __ I ! I ' � � 1 V-1 I` f N PSL 5 114 x 9 1 4 S4.1 f CONTRACTOR 4 I VERIFY OR PROVIDE C 4 f f FULL 541.1 L. BEARING FOR V I! NEW IrElM I I I cv I� 2x8 d 24" .C. } ; f f u m ! f x ! ! Lj I '� x m 2 1 ► Sr41.3 11, I! � a j c,a Q•AA !\CM d%lpAm r fQ..1)' fWA2 i �q F-Alom I 12 ..... 49. WO W w S462 MOIL- I. SEE UPPER ROOF FRAMING PLAN FOR NEW 1fEMIIERS SUPPORIIIG MECHANICAL EQUP1MENT AND NEW Z SEE ARCH. ROOF PLAN FOR EQUIPMENT AND OPENING LOCATIONS & ATTACH WCROLAM AND PARALLAM TO (E) DEL.. JOIST W/ 11f0 MACHINE BOLTS • 11!" a t -- - few I I I 2 � I I I ! I I I 0 4 *" \ O � M 0 - -- . --.j CITY CF Tje''Vi;f ,A APPRu MAY 13 ow MAY 1 2 X004 PANT CEWTLFF _ .-.. ��.,�....�...,..y.M.... c..... . +rte �. ... ... v .�. �.. .., .. . „,�,.,,.. .r. .. ,-.. .. .....,.� r ..._ +w... w ,.,, ... -. •.. ._. .. ...,.... _ ,.. «. a .» . .. � i • .. w _.. 0-.w r w w •w .. .. .. ,.•.- ••+.. .. . . ...... .... ..... .. .. .. ._ .. . . ... .. . • . .•. a... ...wr....+....�.....�... w►.,. • -.� � .... .. r,. w. r, ....wi..•...��ww.w�.+'.rrsr�. ,.. .......... ..�...• - ►�.. ,.....+t+wa.r....w w. •.....,..tr+..•rr..w.+r...rw . ..r.. r. w►...� ..• ..._.. . -. o 2 o4w 12 7 7 O P. mo tv S4.1 54.1 . - ►� I 1 c� G �1 lJ �'L 9330 BALBOA AVENUE SM DEGO, CA 92123 ©1911 Jock in 90 ft k Thaw di awk go and op"Iftotione we Vw ~y of ,left b ow eon bw wW dW not be ooPbd or rwo*mW without Re prodow wdtten owwmt. RELEASE: AUG. 5, 2002 PjL(J6 ONLY 05 12 -31 -02 PEnMl1T: 01 Ll 4 04 ov. CONSTRUCTION: 03/15/04 inewieions Qj Q2/b3/b4 HLIK DEPT. REV ® aQ/►o3/�a4 OwrG REV. OM MO REV. 03115/b4 QMK REV. AM w aa�. ,cnoM RRtrr► L� 0 e o 4/, a o6Z WU uj Lij 3: c1d U V V = �: i�i�■ Site infUU GLOM MIA( TYPE: CONVERSION A f 8365 ADOF10 : 3742 S. 144TH STREET TUKMLA, WA DRAM BY: RDM / HJA SCALE: 1 /4' = 1 ' . 0 FRAMING PLAN r S2.0 j.j 440- S 0 All u� - - &33r UPPER ROOF FRAMING NOTES ossM Lor►o.: ,. nE sa+EOUin eaow usr ME 1997 Wnni euur,c 000E auwnr AND umm mm uaoa urn FOR nos eurm F= 6"v" LOAD FLAT ROOF DEAD 1&0 P.S.F. UVE 20.0 P.S.F. am 25.0 P.S.F. LATERAL LOADS : q BASIC � so Y.P.H. aiREE e ZE. ZONE 3 V • 1 ZL a,= w = M117W cc =AX R=S.S * SEISING LOAD 6 REDUCED BY FACTOR OF 1.4 TO ACCOUNT FOR ALLOCABLE STRESS DESOL u aI AM7KMAI 200 DF f 1 IN LUS28 .MI o EAM SIDE OF ME04AMCAL --- U T T F [ T —� �o x I + I I 1 ( 1 I I I I 1 11 it I 11 I H Z6 L8S ROOF 0 TCH f t 1 r 1 ! II I r , E�1 EDGE OF r ! I 11 t 1 I I I t t I I IN IUS118 1H 1 1 1 1 1 1 L E UN T 11 77 1 ! 1 ! II _ - T I 1 1 , 1 I 1 1I &% wsi 11 + 11 I I f li 1 1 T _._ TYP'. G` I I 1 1 I 1 f I I 1 1 II f ! I 1 I I I oil I 1 I i 1 I I 1 11 1 I 11 I I ! 1 I I I if I ( f 1 I I I I I 1 _ E "M I � �eao�w saO Lei 1 I I I II I I I II I I I l i i 1 i i i H6a offko I I I 1 I I 1 I I 1 I ! I 4x4 BIXG TIP. I i It f 1 I t I I 1 ! ! I I I 1 I I LUS44 JH E UN T i 1 1 W 1 44 G BI I w N 2 J (2)-2d0 I ! I r !! r, , I 4x� N 1 1 t I r I t I I 4x Mr 1 1 360 !� 00 1 200 IBS 1 1 200 1 I I 2 9H 1 I ---- ( 1 13 13 $41 kw, u - �l WNERAL: 1. SEE ROOF FRAIL PLAN FOR ARIMALL r a ADDIIOK ntAiwo WFORMArOL z 3EE INJtSiANCAL ROOF PLAN FOR LOCATIN OF Eq Mt 3` LOADS SIIM FOR -- A - T ARE FOR TRUSS OEM OP'E1tATMIG � IM�t In IR�iIAIOCAL PLANS FOR A�C"N/IL. 44. FOR T1fWM TOP PLATE SPLICE SEE 15 SLO & FOR TVNCAL 1�CHAIOCJIL. CUM ATTM*NMIT V, S sero — I T' — I I Illlllll IIIIIIII� Illlllll 1 1 1 1 1 1 li i IIIIIIII � l i I I I I Ii i — F T — I — T — 1 -- P 1 31 � u xi xI NOW.- oosmc aooF Flrw" sHoNw IS ou►artiu►nG ooNmAM TO M" eLoaM ocm+os TO rocr RW AEIKR PAST ALL EOL4P1E'NT. -oz CITY CF Tjlr,r Ao _ ~8W nf~ fit, WWII A MA Y 1 2 2 004 "ewwr 1 coaek E. t.4, r"�2' 4�. • i w Nc�0°Ob4f EPARTMENT 2 WLW AWM SIW KCA CA 92123 0 10 Jock b vo as hL Thow drottvbw and owWocotions we w• rvpsrtr s< A* M w. .a rK ow Dirt not M oopbd or rgwo*Aw without awl orswwo owl m owwwt- /► AUG. 5 2002 PX(JB ONLY 05 12 -31 -02 PERIMT: 01 ZI 4 04 CONSTRUCTION 03/15/04 Qg1MjLX HL1K DEPT. REV ff�ffi& OAR REW ® o3/bW DESK KM REV. 03&& sal REV. 06 710 COIN UCM REV. Q i • 0 6 W� �W LLJ 3rm to �+ g e y L) 9 � V < VIA 1 9 site b�Ontloti0n M( TYPE CONVERSION JB # 8365 AOOfiE�S; 3742 S. 144TH STREET 7UKNAlA, WA ORMM 61f: ROM / HJA SCALE UPPER ROOF FRAMING PLAN S3.0 a • " W . .s �;" _1 1 0' — O r TRENCH EXCAVATION FINISH GRADE 4 'D MIN. FOR 2 3/ 180 DEG. NOOK F00MG �' -6• �11 MIN. 2' PEA GRAVEL 'D' BAR SIZE 6 DNA. #8 AND SMALLER BARS e 01A. p THRU 011 M 10 DIA. /14 THRU one M FF 4 14 .1 1 j WA 4 LL TIIP. BOTTOM OF We NCB . TYPICAL a EXCAVAI'101N SHALL NOT EXTEIND BEI.OIN THIS LINE 2 04 �► � 4 16 CORNER BARS SAYE SPACING _ IN a AS HORIZONTAL REINFORCEMT BO OF P CONTRACTOOR TO BE RESPONSI9LE FOOTING BEYOND a FOR MAINTAINING THE SIDES 4 OF THE TRENCH FROM CAVING IN UNTIL 0010IMSLEEVE Y LARGER ID THAN Pmms ALL BACKFILLING IS COMPLETED / O 30 'D' AT CONCRETE (BACCFILL AS PER SPEC. 40 'D AT MASONRY 6 MIN. COMPACTED FILL DENSITY IN UNDATED PIPE /CONDUIT 1 �� SAND MAY BE USED IN MI DRAINED THRU SLEEVE Ir SANDY OR GRAVELLY SOIL LAP SPLICE � 1 TRENCHING EXCAVATION No SCALE Z THRU FOOTING SLEEVE 3/4' = 19• 3 TYPICAL REBAR BENDS NO SCALE 4 TYP. CORNER DETAIL a 3/4" = 1' -O• $ TYP. STEM WALL STEP 8 3/4" = 1' -0f 3/b" APA RATED SHEATHING 3/e" APA RATED SHEATI"M 3x6 P.T. SILL. PLJITE -- W/ 8d NALS O Y at � P.T. SILL PLATE W/ 8d NAILS O 6" O.C. EDGES AND 12" FIELD EDGES AND 12" FIELD EMBED 4" MIN. EMBED 4" MOIL IN CONT. OBI. TOP PLATE SIMSPOIN "SET" EPDXY /6"I x 16" L A.B. O SOMM • SET` EPDXY -- 5/�d x 16' L A.B.'I! O 16 O.C. w/ bw/16 3Y O.C. w/ 2x2x3/16 PER V PLATE WASHERS PLATE WASHERS � —nom• r■�r.. 2 x STUDS AT 24" QC. 2 x P.T. WOOD SILL PLATE SET IN MASTIC (E) SLAB 4' E . N. (E) SLAB 4 K PER PLAIN w/ &145 DIA. POWDER DRIVEN PINS W/ .089' TI�cNC, 0.78• SQ. sn. WASHER sue *m ooCURS sue 'WHERE OCCURS; AM CND' EA. END W/ TRUNCATED CORNERS AT 32" aC., a � 0 4 . INSTALL 2 PINS PLACED AT 6" O 10' • ' • OR FBI GRADE APA RATED SHEATHING FROM EACH END OF SILL PLATE ' �- gy m' ! ". , SLAB aR FINISH GRADE i (� I . — SEE PLAN (ICeo REPORT X1290) CONTRACTOR T O .. i !! - I !� C011 TO • . REMOVE (E) CMU WALL �� ; i __; #4 O 18" O.C. IN SIMPSOIN REMOVE (E) CM WALL �- 1 - -, AID REINFORCING FLUSH �! 'SET" EPDXY AID REI IVRCING FLUSH -� t � #4 O 16" O.C. IN SI PSON 2x6 P.T. SILL PLATE oolNa SLAB NTH CONCRETE FOOTING = I IMTH CONCRETE fOOTING ; I i "SET" EPDXY AFTER ALL COLUMNS OR - AFTER ALL COLUMINS OR 0' -0 SHORINGS ARE IN . , - — -=- -0ASHED LINE INDICATES SHORINGS ARE IN = I I • FINN. FLR. PLACE. EDGE OF STDdMIALL o PLACE 4 p � - TOM "BUMP -oU SEE = ; ! E) Off. WALL FOOTING (N) CONCRETE :! I I PLANS (N) CONCRETE :.l I I� (VEINIFI� ST"ALL POUR NEAT M SOL FACE i ►— E) EXT. WALL FOOTING SFACE i ; PROVIDE CONT. BEAD OF SEALANT AS SHIOOK — ( AS SHO1IlIN. o ALONG 807H SIDES OF WALL • 401, o m • /5 CONT. TOP', BOTTOM 4 a � 2 NOTE 05 CONT. TOP BOTTOM 14 � NOTE- AND 16" O.C. TV. • a ' PROVIDE AAL O 4 AND 18"' at T1rP. 4 4 IDE ' PROV A.B." S o 46" O.C. a 8" O.C. FOR STiOREFR"ONT IN LIEU OF t ?'° _I i Imo, ! I �► ; FOR ST+DREFRONT IN LIEU OF L 1 .�» I C O.C. O SHEAR WALLS 1 •_ 32" O.C. O SWEAR WALLS M. SEE S1.0 M. SEE S1.0 at 9/54.0 8 8 Q8 ,. �$ $ TYP. INTERIOR WALL 3/4 = 1 -0" 7 (N) STEM WALL EAST SIDE 3/ = 1 - cr $ (N) STEM WALL NORTH B SOUTH SIDES 314 = 1- r 9 (N) STOREFRONT 31 4C = 1. 10 NOT USED 3f 0 C• w L 2x2x3 's 6 APA RATED SHEATHING S VAR PLATE WASHERS '�— W/ 8d NALS O 6" O.C. 0 "• "• EDGES AND 12" FED r. COL. do FIG. 0 PER PL/IN 1/4 2x6 STUDS O 16" at 31$' APA RATED SHEATHING 2x6 P.T. SQL PLATE E .N. 's I&I Am* is o" w/ WSEE SHEARWALL SCHEDULE 1 -1/2 NON- SId:N6f ( 2x6 PT SILL 2x6 P.T. SILL PLATE GROUT PLATE O SK E.N #4 x 16' O.C. sue OR FINISH GRADE 5/8" 0x12" SMOOTH DOWEL AT EXTERIOR SLAB (E) SLAB 12' O.C. EPDXY Imo (E) SLAB t (E) SI M r . I ! ' 1 - _ f _ d T r 2' -60t TRACTOR TO TIN. •, _~ ` , REMOVE (E) CMU WALL —, AND REJINFORCING FLUSH ti ' � ; WITH CONCRETE FOOTING �" m 4; �— s/6"* L A.B.' :046' ac. AFTER ALL COLUMNS OR �/ (2 MIL) SHIO1*J S ARE IN EIiEED 4" 1MM. IN PLACE. { ( i !--4 , ;_ CITY - ; SIMSPON SET" EPO _ • -��: _ 1 01 6 � - 1 �4 8 O.C. EMBED 0 MIN. IN %f)SON 0SW N CONCRETE STEMWALL _4 EPDXY MAY Y i 1 -i + POUR NEAT TO SOIL FACE �, m "M AS k; = ►_ �-�- • AS SHOWN. d � 2 � t � + 1 i' = t 1 I f { —� + i i � , � i! 1 = II , i— _ � d • r I i I — �) �� f l! � �I �_ N ... :r - rte. . � G SEE 7/S4.0 FOR INFO. • e 4 � -- -- : �►., . � ° NOT SHOWN OONT. TROP. 80TT+OiM w � , �, , ; ;v _ -. AM 18" O.C. TI -- i 1 - 7 t E) UT. WALL ING FOOT • 4 ��' 1 -6' (Ya FTC. SIZE NO REIN. MIN. PER 900. 8 Q 11 (N) STEM WALL WEST SIDE AB 3/4 = 1' -O• 1 Z NOT USED 14 NEW FTG. TO (E). SLAB 1" = 1 1 $ (N) STEM WALL EAST TOYER 8 31 = 1 5 x 1 L -- --- -3/8" APA RATED SHEATHING • C BUTT END OR ENS Of � MAX. AI PER PLAN & 9CFIED. 32" O.C. W/ 2dk3/16 W/ 8d NALS • 6 O.C. 581SPON 'SET' EPDXY P.T. SILL PL • PLATE WASHERS EDGES AND 12" FELD P.T. SILL PL PER SLAB 4" TOP Of COINC. PLAN 6t 9CH1ED. I. PROVIDE A MOMlM ANCHOR BOLT EMI6EDMEINT OF 7' BELOW FINISH FLOOR. 2x6 P.T. SILL PLATE (E) � OR SLAB CURB A 2. PROVIDE AOOI110NAL ANCHOR T 6" - 12' FROM EACH END OF EACH PECE OF SILL PLATE AS SHORN ON OETAI■ ( 7 j J . . SLAB OR FINISH GRADE � � FIN. FLR. a /4 x O 18"' O.C. � � � BRIE sill PLATES ARE BORED OR NoTr3iED M EXCESS of 1/3 of MI•L PLATE - - �, WDTK PROVIDE AM ANGRIER BOIL C If EACH SIDE OF BORE OR NOTCH AS SHOW ON OETAL B (E) SLAB ;� �= =� ! ' - CONTRACTOR TO I CONTRACTOR REMOVE (E) Cam! WAIN � �� � �- O fir MC. IN � r'1 4. SET TILL AlICIIOR BOLTS rN1H A SET1M�lG 'IEMPI,ATE BffORE PLACING REMOVE CMU WALT. M1H F Fly " EPDXY � � �- S`1IW OR PUS" OF ANCHOR BOLTS M70 WET CONCRETE IS OONCREIE. (� GOI�ICRETE ooTMC _ 0_­­Qmm­_ ■c +c AND RoNFaRCMc FLUSH AFTER ALL caLJMMs Olt � ..- • a ' MTN CONCRETE FOOTM SHORINC'S ARE M __. ; !. ♦-•� 5, PRiOiVbE A ANCHOR BOLT PR"CTNON ABOVE THE CONCRETE AS SHOW - AFTER ALL OOLUNINS OR # -' i - _ ON DETAIL SHORINGS ARE M ; _;'_ E) EXT. WALL F100IMG 3/'16' x f 90: 6` ION. 6 MOT. P.T. Stl PL PDl' "� '� A I , i• PLATTE rNAS 'R. 12 MIAX. 12 MAX a 904 ADa70M ANCHOR BOLTS ARE IEc� AFTER CONCRTE HAS KEN PLACED, __ PLACE. N CONCRETE EMBED 4 MK M _'; ! S'ON ''SET S REQU POUR : , T1fP'. PLAN O 9SM. y • 16" O.C. C EM D 6 NAT TO 90I. FACE PIRt1VME A3o7 TH EADEO ROD OF 1NE SAME DIAMETER AM OI�DMENT IRED eY ANCHOR BOLT 9oHEauLE AN OET IN STA LL �1M S S10l1 ''SET' GAMY PER MOT. M SIMM "'SET" AS Sf OWL '! I LC &a Na ER 9ZT9. AM N) CONCRETE SMONIALL oloxy 41 WAT 1O 90E FACE � AS SHOW 05 =a. " eOTTOMH '� �, � NOTE: a r ANO I aC. T*. of � 8 F RO�II�E A.e.'"S O Mr QC, WK OR NOTCH C um O CHIT Two Omm !� -� - - -• , _�._ � � { ._.�� - � � —_ — i � i " -__ � M A1� If ac TV. - � 32"' as • Aft wNLL,S • 1.-4. EXT. sm 51.0 i �•�-- e 1� rrAL.L @ M p SIDE a f • 19 n17 TV, DOOR 3/4w = 1'-a' n i$ wr um 1 ANCHOR oOLT lE111 ° �" t ' ,� 1• • 1•..ar 0 �EPARTMENTU 9330 BALWA AVENUE SAN DECO, CA 92123 0 1'!11 Jock h the Bolt Inc. Them drowingo and spocifbotion• w ow M+eprrty of Jw* m Mw sac Im and dwO not be ospiod or rgwoaww 0 No previous mitt«+ co mmt. mutes RELEASE: AUG. 5, 2002 P.M.(JB ONLY: 012-31-02 PEI�MIMT.. 01/14/04 M. CONSTRUCTION: 03/15/04 rya ® Q;M/e4 HLIL oEPT• REV ® � OVER fLE1. ® 03 mm me rev. @A5A4 cENE K KV. rr_ 05A7A4 MUM REV 00 a a • ilk O.. Z i� W� �W CA Al LL.J = UU - � � � cn u LL t < CE r, 14.,, AfAY 12 PEPAOT 200 ZINC TYPE: CONVERSION A 9 8365 ADORES& 3742 S. 144TH STREET TUKMLA, WA DRAVIN BY: RDM / HJA SCALE: AS NOTED N N DETAILS r .. .. ..... ... .. .....nr..�«- .«..- w.. nw...... ....y�,�w...r.,.y.- ,.w......., .. s.rwe•�r�. ....■• w. �w....•. �-+ �+ �. �.... w��►• w.+ M�....+ ww�r +..w+r.'...T.^... +.�...r.... +w.. •.. —.o.w. y...�w►. +w� -�.w .r. • ,,.r,,. .. is • (3) BAYS 2x BLKG. (2) 16d EA. SIDE OF POST 8d NAILS O 6" 0•C, IN LUSJH SIZE TO (E) ROOF LATCH DEPTH OF (E) BEAM PLY TRUSS TOP CHORD O 48 " O.C. TYP. 4 16d TO TOP OF POST (E) ROOF SHEATHING 21 -00 (E) ROOF JOIST TYP. A35 EA. SIDE POST PER , ' PLAN MSTC52 STRAP (E) SHEATHING ----• i j HEADER PER PLAN I i 8d N AILS I O 6" O.C. (E) ROOF (E) PONY WALL PLY • (N) 2x6 O 48" O.C. 'A35' AT TOP AND 1/4 SIMPSON CCOS 1/4 W/(3) -16d EA. BOTTOM OF HDR. � END TYP. HSS COULMN SEE PLAN _._ 4 x 6 BLKG - NAIL PLYWD• (2) 16d M _ (E) TRUSS SHEATHING TO BLK. W 8d NOTE: TRIMMER W/ 16d AT EDGE NAIL SPACING PER (E) ROOF (E) GLB CONTRACTOR TO VERIFY OR AT 8" O.C. SHEAR WALL SCHEDULE JOIST PROVIDE ALL ITEMS DBL. TRIMMER AT 2A (E) BLKG IIII 111 IF I d 8 0 � Q 8 1 SECTION Q ROOF STEP 1 w = 1 , - w Z HEADER STRAP AT SHEAR WALL 1 w = i t - O N 3 NOT USED 4 (N) COLUMN TO (E) BEAM in = 1' - 0" 5 NOT USED MIN (2) 16d EA. K (2) 16d EA. SIDE STUD OF POST 6" MAX. DBL. TOP PLATE DBL. KING STUDS CONT. TOP PLATE (5) 16d STUD TO HDR. 'A35' EA. SIDE 01 -- / .01 PER P LAN STAGGERED 'A35' TOP AND BOTTOM OF HDR. l � (5) 16d AT HDR. HGT. 8 •1 STAGGERED S4.1 SIM. 2x6 SLOPING STUD AT CORNER HEADER PER PLAN TRIMMER W/ iL 16d AT 8" O.C. 11 11111111 111 4%, IIIIIIII 8 a 6 NOT USED 7 DOUBLE KING STUD AT HEADER 1" = 1' -o $ FRAMING AT TOWFER 1" = 1' -0" 9 NOT USED 1 O NOT USED (E) ROOF SHEATHING (E) JOIST it I (E) GLB (3) 16d LOWER PLATE TO CORNER STUD. SECT A SECT B — (N) BEAM A CLIP SON A34 - SIMPSON ECCO6 CONT. FRONT WALL PLATE PER PLAN. UPPER PLATE (N) HSS COULMN SEE PLAN • 'TO BE CONT. TO END OF WALL 1/4 I (4) 16d UPPER FRONT B TOP PLATE TO LOWER -- SIDE WALL PLATE. 11 NOT USED 12 NOT USED 13 TOWER PARAPET TOP PLATE AT CORNER i n = 1' -0" 14 (N) BEAM TO (N) COLUMN I N = 1' - 1 NOT USED " w w 1 1 /2 6 w SIMPSON AC4 MIN. EA. SIDE ^« (E) ROOF SHEATHING (E) JOIST - - (E) GLB V w W 1W f r 2 -24 PLATES (5) -160 NAILS DRAG STRUT SEE PLA O HEADER HEIGHT STAGGERED t',C� , L4x4x1 /4 (COPE FLANGE AT DBI. PLATES) W/4 -5/8" DIA M.8 TO (2)2x6 POST SIMPSON A34 CLIP TYP. ♦ ,,�, BEAM AND DBL PLATES r (N) BEAM SEE PLAN gr �loaw, 1� RIOT USED 17 NOT USED 1a OR" ST�an"ro 1" = 1' -0* - - - ____ - d __ __ 11 1 � NOT USED r DEPARTMU,T�� 9330 BALBOA AVENUE SAN DIEGO, CA 92123 0 1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: AUG. 5, 2002 P.M.(JIB ONLY): #5 12 -31 -02 PERMIT 01/14/04 BID: CONSTRUCTION: 03/15/04 revisions A HLn+. oar. rev 02/03/04 OWNER REV. 03 /0.3 /04 DESIGN REVIEW REV. A4gL15/04 GENERAL REV. 05/07/04 CONSIRUC110N REV. i g ill 4a V j� 0 ' U fig r o �rr7'1� r)pcE *►�n 4 MAY 2 2004 ON z CL 06Z � LU T W UJ IM od LLM Q site information MK TYPE: CONVERSION JIB J: 8365 ADDRESS: 3742 S. 144TH STREET TUKWILA, WA DRAWN BY: RDM 1 HJA SCALE: AS NOTED FRAMING LS S4.1 ..I 4 I * o * lo7 11 1: - 1 - 1 1 1 1 1 E= V w W 1W f r 2 -24 PLATES (5) -160 NAILS DRAG STRUT SEE PLA O HEADER HEIGHT STAGGERED t',C� , L4x4x1 /4 (COPE FLANGE AT DBI. PLATES) W/4 -5/8" DIA M.8 TO (2)2x6 POST SIMPSON A34 CLIP TYP. ♦ ,,�, BEAM AND DBL PLATES r (N) BEAM SEE PLAN gr �loaw, 1� RIOT USED 17 NOT USED 1a OR" ST�an"ro 1" = 1' -0* - - - ____ - d __ __ 11 1 � NOT USED r DEPARTMU,T�� 9330 BALBOA AVENUE SAN DIEGO, CA 92123 0 1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: AUG. 5, 2002 P.M.(JIB ONLY): #5 12 -31 -02 PERMIT 01/14/04 BID: CONSTRUCTION: 03/15/04 revisions A HLn+. oar. rev 02/03/04 OWNER REV. 03 /0.3 /04 DESIGN REVIEW REV. A4gL15/04 GENERAL REV. 05/07/04 CONSIRUC110N REV. i g ill 4a V j� 0 ' U fig r o �rr7'1� r)pcE *►�n 4 MAY 2 2004 ON z CL 06Z � LU T W UJ IM od LLM Q site information MK TYPE: CONVERSION JIB J: 8365 ADDRESS: 3742 S. 144TH STREET TUKWILA, WA DRAWN BY: RDM 1 HJA SCALE: AS NOTED FRAMING LS S4.1 ..I 4 1 r DI L. TOP PLATE CONT. TqP PLATES LN TI LN APA RATED 'SEE SKARWAL L, T�MNG 2x4 W#2 • Z4 O.C. + - AFF • 9-C -1 mv OR SD#4 . A34 CUP • 16` aC. Zx I LKG. TVP. (3 )-16d NAILS TV. 1/Y APA RATED SWATINNG A34 CUP 0 24" at W '? du NA�s • 69 at 1 +1 AID CONT. 09L 'EOP PLATES EIS it NAMES a + -1 1r ac. FIELD +1S' -10" AFF .. 3)-16d NAILS LN 2x4 W02 • 24' QC. A34 CUP T O 24` QC. 2x4 01a` MQ BLKG� (MP 70 FIT AS RECM) Zx 31b" APA RATED LN TYP. W/ ad Zx MT. PLATE 2x6 CONT. w/(Z) -16d S 1�A11'NNG 11011,11 • EA. JOIST 6" O .Q mm a w /(2)-16d NAILS 2x4 W STW • I6` 90UNOARIES a 1 r ac. EA. JOIST 4V ac. •RETURN WALL 2x6 HFI FULL HEIGHT sTUOS • 16" O. L N T'�P. MAX 1/r APA RAIM SWANN 24 DF#2 STUD a 1r 24 DF#2 __....___ _ +9' - 11 3/4" AFF .�. W EDGES BOlN� I O.C. DF#2 STUD • 16" O.G. (PROVIDE 3x STUDS • ALL 12` QC. FIELD VERT. PANEL. JOINTS AND B.N TED SHEATHING S ---. ____. __ _ 2x10 BLKG- 2x5 DFI STUD • 12" _ APA RA as 3x BLKG •ALL HORIZ SEE ��� P SHEARWALL S SEE R ATED MIALL SCH�OIN.E OR (E) ROOF JOIST N pEDIN.E) SEE SCHEDULE OR SD#2 2x8 LEDGER w/(3) -16d — A34 CLIP • 16" at D6L TOP PLATE TYP. NAILS TO EA. STUD E ROOF SHEATHING LN 3x MG SEE PLAN 8d NAILS O 6" O.C. O (N) BLKG. 24 016" oc 16d NAILS O 8" O.C. H15 MIP EA. STUD 8.N (E) ROOF SHEATHING H25 EA. STUD / (E) ROOF SHEATHING VARIES (2) -16d NABS STUD M TRUSS TAN. LN 4x4 BLKG. IN UlS44 (E) ROOF JOIST ARE PARALLEL TID WALL O SOLI. PROVIDE LEDGER A34 CLIP O 24" O.C. dFL UM" �� 8.N AND BLOCKING PER 3/54.2 (E) ROOF JOIST 2x BLKG. 2" CONT. LEDGER E BLK US BLKG. • 24 O.C. W/(2) -16d NAILS EA. �� m IN LUS26 JH EA. ENO 24" MAX STUD • 24" O.G. Y 2 SIDE WALL FRAMING (LOW PARAPET) 314" = 1' -0" FuLL oEPTH eLXG` 16d o �' O. C. TO BLKC,� (E) TRUSS MP. 16d TO FIT CANOPY BY OTHIRS t (2) -16d NAILS T'OP & EN TYP. '= BOTTOM CHORDS 70 STUDS CONT. DEL 70P PLATES NOTE CANOPY CONTRACTOR M + kx 15' -10" AFF PROVIDE LAG SCREW PROVIDE MSTA36 o LEDGER SPLICE PET�IRATKII OF 3' IAN. E TRUSS INTO 6x6 BLOCKING 2x6 W #2 O f E GLIB 16" O.C. Typ. - H2.5 EA. STUD =T. L3x3ot1 4 �/ 3/8"0x3" LAG 2x CONT. PLATE LN ' O 38 , O.ti IN 1 1r0 x 1" LOING 3 REAR WALL FRAMING 3 4" = 1'-0"' W BLKa E SHEATHING � SLOTTED HOLE HAW TIGHTEN ONLY. / () �-- _ 6x6 BLKG, w/(4)-16d i sIDE, 907H LECS SPLLCE� NAILS EA. END COORDINATE w /CANOPY SUPPORT E) TRUSS j , 4x BLKG OR BEIW SEE iii iE 1 i � (2)-16d TOE PLAN ' � ►• TRUSS TAI TYP. { M I 3/8" APA RATED j T- ' SHEATH IW W/ 8d NAND O I BOUNDARIES ar 1r O.C. Ma FIELD -- j E �. • iI i� i � •., I I ; ! (N) BEAM SEE PLAN ! i I r (OR 4X BLKG O SRI) CONT. 1-300/4 W/ 3/8"''0 x 3" LAG 11; SCREWS O 36" O.C. IN 1/2"0 x 1" LONG. SLOTTED HOLE HAND TIGHTEN OILY. A35 CUPS EA. EIS PLACE LAG AT BOTTOM OF SLOT IN NOTE-. T'YP, i �--- — VERTICAL LEG TO ALLOW FOR ! I CONTRACTOR TO VERIFY OR PROVIDE DEFLECTION ( PROVIDE 1 /4 FILLET MELD , , ! I ; CITY � F T": , i �. LA ` ANNR ; �r 3" LONG 1 BOTH LEGS a SPLICE). , . �� TRUSS O N FULL HEIGHT STUD WALL SIDE, � - NAL w/(2) -16d NAILS 70P & BOTTOM j I CHORD TO EA. STUD (O.K. TO REUSE I I PONY WALL AS ` �! MAY 13 2#1%, oi EMT= TRUSS). REQ'D • BEAM { i A,) J j PROVIDE LEDGER AND BLOCKING PER 3/55.0 ! I i ` ► , N ; SIZE TO MATCH TRUSS TOP CHORD IN LUS J.H. !I ; � I I , 6 a � A '1► j I i fl i ' i 4 SHEARWALL FRAMING " _ 3/4 1 0" 7 NOT USED ' CONT. DEL TOP PLATE LN A35 CLIP EA. END 1 EWASHI PER ARCH. TV. • --+ - 1 , ==T 1 7__ -y ' • ._- �.. -- 7-_ j I . �f• D b l� • r ' x& ..� 9 NOT USED 10 NOT USED 1 Z e No1rTM ENTRY 311C =1 -a* Off a. , - + +r r..•+ w, •. .,..... - .r +�w.•..+r.• - . .,.. .,�,,...+. • ....... ,...,... ..- ........- ..�..r ... . . - ».... �. w-.�.- r - -r -» .,. 1 owe DEPARTMENT 9330 BA" AVENUE SIN KG0 CA 92123 (c) 10jodki #4 ON ML TMm drowinge and epeeMaotione we ow pne w y or J" In Hie ea he and dW net be copied or roprod am wNhaut its prerieue written consent. RELEASE: AUG. 5 2002 PAL(JB OI.Y'): 12 pER�MT.. 01/1!10 11M: 03/15/04 8 "A4 HLTK OPT. Iry ® 030 & mm K" _Kv. m gM5A4 QWX KV. ® % &7& CNISMMU rev. 0 0 9:e if A: V CL 4) U lam 019 16i O 06Z WV ]C LU H LLjV W ad LL 4 1220 "wT c%frzR 1 site in I W TYPE: CONVERSION J6 It 8365 3742 S 144TH STREET TUK VILA. WA DRAWN BY: RDhI HJA SCALE: AS N010 D FRAMING SECTIONS S5.0 • r 4. w t A-cp• It I t 1 /2• APA RAM qUY" 1/2" APA RAYED SHEA11HING W/ Id NAND 0 G• O.C. EDGES W/ Od NAILS • C O.C. M03 a • Ir O.C. a a Ir Mt FlU MD CQNT- 7OP PLATES - CONT. 70P PLATES B.N. TVP- am. Tvp. A :k22L—r A" E.N. TvP. A, +2:r-r AFF E.N. Yvp* I Ir APA RAYED SHEAT" CONT. TOP PLAM wJ NA NAILS • r O.C. oop EN W MC. FIM DBL. CONT. TOP PLATES TV. D& COT. MP PLATES TV. (3)-I$d NALS TVP. FULL HEIGHT 2A DF#2 • Ir O.0 r LL HEIGHT US DF#2 • If MC FULL HEIGHT 2006 DFJ12 • 12• aC: HEIGHT US DF#2 • 12• MC WALL BEYOND I+ 2X6 Ir MC. Illilll000pp"ilo�24 W12 • 1a" O.C. j T�oM�R WALL BEYOND T 3/r APA RATED 311r APA RATED --31Ir APA RATED 2xG • IC MC. E.N. TYP.---%% SHEATHING W/ 8d NAILS 0 SHEA7HING W/ 8d NAILS • 3/lr APA RATED ,000 SHEATHING W/ 8d NAILS 0 r MC. EDGES & SHEATHING W/ 8d NAILS • B.N---, +Ilr-W TIFF BWNDARIES 12. O.C. C O.C. EDGES & r O.C. C O.C. EDGES & FELD BOUNDARIES & If Mt � f BOIUNDARIIES If MC. 2x BIXG. RIP BOUNDARIES If O.C. FELD FELD M FIT A34 CLIP • 2*• MQ 2x CONT. PLATE W/ 2 ROWS 16d NAILS • APA RATED SHEATHING SEE (3)-16d NAILS dC O.C. STAGGERED SHEARWALL SCHEDULE TOM WALL BEYOND E) ROM SWATHING BIXG I/f APA RATED SHEATHING i. A-34 UP %EwrA% W/ 8d NALS • 60 O.C. B. N TVP. STUD Typ. EM & BouINOA�ES at E) ROOF SHEATHING TV. i LN n?. B.N. 1 r O.C. MD M BLOC" ol E ROOF SHEATHING COORDINATE W/ \--MAL TOP "*N—A35 CLIPS 0 O.C. CANOPY LOCA7M TRUSS TO TOP I DRAG STRUT W/ I BLKG, NAILS 0 6* O.C. (E) TRUSS PLY 2d CONT. PLATE REMAIN 6x6 BLKG, W/(4)-16d 6x6 "G. W/(4} -I(W WA2)-16d NAILS NAILS EA. END NAYS EA. DO EA. JOIST TVP. 17 (N) I* GAl SUPPORT (E) TRUSS SUPPORT MAX COORDINATE W/CANOPY COORDINATE W/CANOIPY W/(2)-IGD C. BOTTOM cli�w PROVIDE FlURFONG AS OF TRUSS TO E&I REQURW CANOPY BY OTHERS CANOPY BY OTHERS STUD W/ (2)-169 N, NAILS 2x4 CONT. UDOM W/(2)-16d - j NAILS 0 EA. S�IJD PER E TRUSS IL 2x BI.XG----`� (E) ,, ` i � PER ARCH. E GLB ' (' ' CONT. L-30cM/4 W/ 31TO ' �� i i x Jr LAC SCREWS 0 31r O.C. CANOPY BY OTHERS NOTE-. IN I IrO x I' LONG, SLOTIED i CONTRAC70R TO VERIFY OR PROVE HOLE HAND TIGHTEN ONLY. WADER LOW PER PLAN TRUSS 0 (N) FULL HEIGHT STUD WALL (PROVIDE 1/4! FILLET IIIIIELID BEAM SEE SEE ARCH PLANS FOR LOCATIONS NAIL. W/(2 Ilkl NAILS TOP & WTTW r LONG I ME, 001H LEGS (E) 2x4 BEAM MW TO EA. STUD (MIC M MM 0 gum). % ' - ' - �—ENTRY SEE ARCH. DRAVIINGS 00 7M TRUSS 2x4 0 24!9 O.C. IN LLIS24 &1 0 CEILING V&*X OCCURS PROVIDE LEDGER AM BLOCMG PER 3/S5.0 i ( { I ( SIZE 70 MATCH TRUSS 701P CHORD IN LUS J.H. �i i �� 1 I ��!� PROVIDE LEDGER AM BLOCIONG PER 3/S5.0 I I SIZE 70 MATCH TRUSS TOP CHORD IN LUIS J.H. I i� a li �; -�' I ' i ;� j I Ch i" • � _ � : �.' 4 i. � j 'ti I __ __ ______ ___...____._____.__._.__ ___ _ APP�UvtO r 7 1 0 ,6 FRONT TOYER 3/4* • V-0 Z SHEARWALL 40 FRONT •3/r 1'-•d" VERO 1 41 DRIVE -THRU 314a 69" AVENUE SSW KG0 CA 92123 01911 Ad b #0 ON Inc. Thaw and epec iAcotbn• we Vo =y wW Od net be OOOW or mW** ww"wt ft provion wmw 0 o ift t. RELEASE: AUG. 51, 20022 P.m.(je oNM. 05 12-31-02 PERMT: 01114/04 ev. - C0&-ftlCTK*. 03/15/04 ) J\ S HLIK DEPT. REV OVW)04 000 REV. 03MO OM MO REV, @A5AX GMX REV. ® o�/b�/a4 cwlKl REV. r.. �craV Zvi IL a A; Is if & ON� 06Z �N WV Lu WV oC ad LL � Tr �rr MAY 22004 Fe% src%r&R jr 11-'74� -A -11 4 - 111117 W TYPL CONVERSION je A ACORES& .3742 S. 144TH STREET TUKMLA, WA DRAIN BY: RDIM I HJA SCALL FRAMING SECT w S5 8365 4 1 EDGE NAIL PLYWOOD SHEARWALL 1 3M PLANS FOR PLYWOOD TI6CI NAUNG SCH DULL AND SHEET LAYOUT MINN — _ _ _.. — _ AT END TO POST PER PUN STALL �E — 0���c� 1T — � 1T � � f EXTBIOR eEARrrG Mm ALL PLY, ! A I I I I I I I I I I 2 x 4 SOI BUXX C Z LA I - TVP. AT ALA PANEL T p S NA I MA; ROOF AT CONT. NOWT rY JorN NO PLYWOOD N. SPACED AT 6 O.C. ft" mom I I II II t I I I I I II II I 3 x 6 BLK'G. WHEN PLYWOOD E.N. IS SPACED AT PLYWOOD r O.C. MECH'L CURB .C. OR LESS. 4 x 6 8LK'G. *I — — — TT -- --- TT — rr -- 3 00 NAIJNIi AT ALL EDGES OF ALL PLYWOOD .1 T I I I I I I II II I I I I S ON EA, FACE OF WAI I.. MiEETS AT SUPPO ORAwS � PL VW MAY nEMwuaJ �JL I I �JL�JL II 3 a II II • SIM ( I I NAILING - ALL EDW OF ALL SHEETS ( I 4 II11E1= FRED NARMIG 12" 04 AT FARING S PPORTS M / DIA. I I I I I I I I I I I I I I I I I SCHEDULE" � LAG SCAM EA. I I I I i t I I I I I — -- - ME TV. . I I I 1 - J L— J L— I STUD SIZE AT PANEL JOINTS SHALL K 2 x 6 I I I I 1 S MISTALL (1) VW MF KTWEEN EACH SAWORT AT E.N. OTHERWISE NOTED IN SWEAR (MALL SCHEDULE I I 4 I CONTNJOUS PANEL EDGES WM 2X FLAT KOCKING 3 1/2' (W) SHAPED P.T. PL b I I I I I I I PLYWOOD SWATHIING SEE SCHEDULE rtPIC& DOES NOT OCCUR. ( TOP OF PL In K LEVEL. *I RE PLYWOOD OCCU ON BOTH IF ACES - LONG DMENSION OF PLYWOOD SHAM RUN II II I I I I II II I STAGGER (V) (H) PANEL JOINTS EACH FACE OF WALL II I II = 1L N ma SYSTD� ACROSS _ ]i _ J L J L_ _ I FIELD NAILING - TYP. ir - - ANOW BOLTS w PLATE WASHERS - SEE PLAN II I I 3 I I I 10 7 MK EDGE DISTAL ILS FOR NA SHALL BE 3 / r FOR SIZE. SP ND A EMBEDMENT I I Y MAX —s U. 0 L — -- a MOWN PLYWOOD SWEET SIZE 2'-W x 4' -O` AND M Two SPANS = HEADER � SILL PLATE SIZE PER SHEARWALL SCHED. PER PUW ' TROP OF NAIL HEADS SHALL BE FLUSH NTH FACE OF SHEATHING 10 BOUNDARY NAIL EDGES AT CONTINUOUS PLYWOOD JOINTS WHERE 2x FLAT BLOCKING IS REQUIRED. 1 PLYWOOD SHEAR PANELS 311r = 1'-0' $ ROOF SHEATHING LAYOUT FULL SCALE 5 MECHANICAL CURB ATTACHMENT 1" = 1' -O• 'low CLX' ROOF MEMBERS TRUSS PER PLAN P PER FR 'HT" CUP EA. NrMNG LAN PROVIDE BRACING 1MRES SIDE OF HOOD PERPENDICULAR TO MENU SUPPORTS BOARD AT EA. SUPPORT. 2x4 AT 32" O.C. W/ EM (2) IV* AT EA. ATTACH TO TOP CHORD OF P1281 ANGLE (LL1) w/ ADJACENT ROOF 11RUSS. (2) 3116'" DI/1. M.B. MEWL SUPPORT PROVIDED O ROOF TRUSS PER PER PLAN INSTALLED BY C%C. 4x6 W/ 'LUS0' EA. END PLAN P1000 1 AT EA. HOOD SUPPORT. 4 x 4 SUPPORT W/ DEL NUT w/ WASHER L44MT PROVIDED LOCATE AT CENTF.RL K 'LUS44' EA. END BOTTOM CHORD 'HM4' CUP AT EA. SUPPORT O INSTALLED BY G.C. ON Tr')P. SMNN.E NUT w/ 1 OF HOOD SUPPORT f 112" DIA OF TRUSS WASHER ON BOTTOM. 2x4 AT EACH Roo W / NUT AND 1 " DIA. WALL PARALLEL TO TRUSS INSTALLED BY OWNER. HOOD SUPPORT EA. END ( TYP. OF 'A34' CUP a� � — 4 AND INSTALLED BY G.C.) T.N. (2) 16d AT BOT. CEEING 3'•164 HGR. PER PLAN 2 1 r` ROOF TRUSS PER PLAN 3/8' DIA. THREADED ROD -- -1/2"f THREAD PROVIDED & INSTALLED BY PROVME NUT AND "', H SUPPORT PLASTIC SLEEVE AND OVER FOR HANGING STRAPPED TO WASSUP PORTS TOP dr 80T. OF SUP (4 REQ PER � POS MONITOR SUPPORT MONITOR. i � ARCHI. MENU BOARD, CRT'a. k9m GMT owm 1 �-- -- -- — — -- -- --� EXHAUST HOOD ",� AMID EXHAUST HOODS BOTTOM CHORD �,, FOR CAM. VIDEO MONITOR, MOINNTING �BY OTHERS r- OF TRUSS SE 5/30 BRACKETS & WIRING PER .l, WALL PERPENDCULAR TOE DBL TOP PLATE POS PLANS do DETAILS 6 EXHAUST HOOD SUPPORTS In = 1' -0" T MENU SUPPORT 1" = 1'-0 $ IN 'I ERIOR NONBEARING In = 1'-0" 9 MECHANICAL SUPPORT AT ROOF TRUSS 1 = 1 1 Q VIDEO MONITOR MOUNTING DETAIL 3/ = 1'-O" WALL SUPPORT CONT. TOP PLATES wIaTH . EDGE MIN. 6'-0" TOP PLATE SPLICE W/ (30) 16d NAILS REPEAT DISTANCE —` MAX DI AMETER OF T � (TWO RO'NS STAGGERED) NALING BORED HOLE 3" MIN. r+ — 2" MIN. UFM PLATE MAX. DEPTH BORED HOLES ARE TO BE TRI1 ER PER PLAN SPLICE OF EDGE CUT SPACED AT LEAST 2x THE 'MSr= STRAP DOUBLE TRIO" AT 13A STUD WIDTH FROM A CUT O HEADER HT. BEND AROUND OR NOTCH EXTEND LOWER (2) 16d EA. SIDE \ — (3) 16d EA. SIDE CORNER N KING; K S TUDS �� M NEXT PER PLAN 'AV CLIP 'AV EA. SIDE CUTIMI^ MOi1CHM AND X16 a11ER 1W SHOW IBS ( Tl P. 16d (T16d PRIOR APPROVAL FROM 1fE { BORED HOLES ARE TO BE (Y) TRUSS ENONEEL SPACED AT LEAST 3x THE I MEMOM CUT1w^ IlaIr 16 AM BOM DIAMETER OF THE LARGEST \ - 4x6 BLOCKING O TOP PLA1ES CF HOLE uvu STRAP (TYP.) I is SIR�ILY wnHOUT .� MiITIEN FTiOM 1fE p� 1 aNaI�B. �► r �t>Ev 2 x 6 STUD AT EACH JOINT erg`- Nmm Is 1n om ON sm sm OF uPPIER XP PULE SKM A) BORED HOLES IN MOOD STUDS. 12 PARAPET TOP PLATE AT MECHANICAL BAY 1" = 1'-O" 13 CORNER STRAP AT HEADER 1" = 1' -0" 14 NOT USED 15 TYPICAL TOP PLATE SPLICE 1" = 1 ANY (MOOD STUD MAY BE BORED NOT IN EXCESS OF 307E OF THE STUD WIDTH. BORING SHALL NOT BE MADE AT THE SAME SECTION OF A STUD WHERE A CUT OR NOTCH HAS BEEN MADE. TABLE Na1 (BEARING WALLS) STUD SIZE MAX. DIAMETER OF BORED HOLE M14MUM EDGE DISTANCE AFTER BORING f x 4" in 1 -1 4" EACH SIDE OF HOLE 2" x 6" 1 -3 4" 1 -3 4' EACH SIX OF HOLE TABLE Na4 (INIM KAMMG WALLS) TABLE Nat (NON BEARING WALLS) SIUD six MAX. DIAMETER OF BM HOLE M14MUM EDGE DISTANCE AFTER BORNG 2" x 4" 2" 31 EACH SME OF HOLE 2" x 6" 3" 1- 1/4! EACH SIDE OF HOLE (2) 16d EA. SOX OF POST (2) 16d EA. KING (2) 16d EA. SIDE STUD OF POST (4) 16d TO TOP OF POST 6" 'AN EA. SIDE MAX M. TOP PLATE M. KING STUDS 1' 6" (S) 1 6d STUD TO HER. 1136 EA. SIDE �4) 16d T.N. --- PERP HEADIER 'A36' AT TnP gTD 'A3S' TOP AND T+0 r� OF M1. I EYoj,p SUPPORT OF �' BOTTOM OF HER. Ii THE CAW MCErM MAM�EIi am Z •_r• MY OF n ncwm A B) CUTTING AMA NOICIOIG 0000 STUDS. IN THIS DETAIL (S) 16d AT Ham. tNGT , • MM M• i J t TABLE Na3 (KAWC WAS) STUD SIZE MAXW111M DEPTH OF M M WMOOO gel" ADMAN: EDGE CUT OF KIM AFTER CUT Olt NOTCH 2" x 4" 3/ 4! 2-3/ Z" x 6" 1 -1 4" 4-1/4! TABLE Na4 (INIM KAMMG WALLS) STIA SIZE MA JM DEP1M OF MMMJM w= WT" EME CUT OF NOTCM AFTER CUT Olt NOT M 2" x 4" 1- 114 2 - 1 L41 r r x r 2'" 3-1 • • • 1 • • y, •r1 • • • • • • . • • • • • • • • i • • • • • • • 6 m-A-A -dr POW CENM 'M610'10" STRAP ` KW AROUND aOST e NAIL TO PERP. "a HwR. PER PLAN 9 A36' TOP ! ROT. Ful MW STRAP HEADER PER PLAIT (2) 16d POST PER TAOM HlM PER PLAN W/ A C 16d 4d KOCKM AT MAX. NAUIC 31RAP (TYPO) ` 11� A *�' OTC. POQ►T PER �,� !� 16 TYP'. CVTT1N�i. NOTCf�11Mri S D01lMli OF MOOD STUD $L T.E 17 w�0� IEILDA! AT CON MOST 1' = 1'-Or' 1 a NOT � 1 � STM�Al� AT fEA1DE1t 1' • 1'-or' Zi0 DOUBLE POW S'TW AT �" • 1•-or' qwm DEPARTMENT X330 M" AVENUE SAW K00 CA 92123 C 1911 Jock in #11 Bon Inc. LAMS &owMp and speoffimttons sn IM pr y of jw* in Vw so Inc and Ad not be oapbd or rrp o")Od wW#wt ita proWaus whtsn oonssnt. dOta RELEASE: AUG. 5 2002 P.Y.(j8 OH y' . 05 12 - 31 - 02 PERNT; 01 /1404 TIat 03 15 04 M"Pts ♦ i} 06Z ONNEW � W(j �W Fmom -10 . W = 4-0: V V . 1■■` a K gash i IV � tw site in MK TYPE: CON VERSIO N J6 f 8365 ADORES& 3742 S. 144TH STREET TUKNALA, WA ORAMIBY: ROM SCALE: AS NOW FRAMING DETAILS S6.0 +en .� v - � r... ... .. •.ww ... ,.. . ti.rt M - . s - .'!� '�. .�. �.k... r ..� . •�.M/.A.�.N...+• M . - •�..r.p +.Md.•�ryw wM.� ►. �,: - ' ^..�..!��"'Mq1 \R.Ii^7'�'•�•M°}M ^f�V ice.' a .6.. �'I • pro SURVEYOR'S NOTES 1. THIS "ALTA /AGSM LAND TITLE SURVEY" IS IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND MAPPING IN 1999. 2. THIS DRAWING COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS FOR A TWO --FOOT CONTOUR INTERVAL AND DRAWING SCALE OF 1 " 20'. UNAUTHORIZED ENLARGEMENTS MAY EXCEED THESE STANDARDS. 3. HORIZONTAL DATUM IS NAD 1983 (91), BASED ON INFORMATION PUBLISHED BY THE CITY OF TUKWILA. WE HELD CITY OF TUKWILA (COT) MONUMENT NO. 1925 FOR POSITION AND A BEARING OF NORTH 0714'05 EAST TOWARD COT NO. 461. 4. VERTICAL DATUM IS NAVD 1988, BASED ON INFORMATION PUBLISHED BY THE CITY OF TUKWILA. BENCHMARK IS COT NO. 19; FOUND PK NAIL W/ PANEL AT ENTRANCE TO APARTMENT BUILDING, SOUTH SIDE S. 140TH STREET AT 38TH AVENUE S. ELEVATION = 289.01 FEET. 5. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 46442A, DATED AUGUST 28, 2003. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 6. PROPERTY AREA = 21,003 t SQUARE FEET (0.482 t ACRES). 7. THIS PROPERTY HAS LEGAL ACCESS TO PACIFIC HIGHWAY SOUTH AND SOUTH 144TH STREET, SHOWN HEREON AS PUBLIC RIGHTS --OF -WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS, OR LACK THEREOF, AS SHOWN ON THE SURVEY. 8. TAX PARCEL NUMBER ON THE SUBJECT PROPERTY IS: 152304929507. 9. ZONING: NEIGHBORHOOD COMMERCIAL CENTER (NCC), TUKWILA, WA. 10. CURRENT MINIMUM BUILDING SETBACKS: 12' FRONT ( TUKWILA INTERNATIONAL BOULEVARD); 5' SECOND FRONT (S. 144TH ST.); 10' REAR; 10' SIDES MINIMUM PER THE CITY OF TUKWILA MUNICIPAL CODE. PLEASE CONSULT THE CITY OF TUKWILA MUNICIPAL CODE FOR FULL PARTICULARS. 11. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO BUILDING CORNERS AT POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE.) 12. STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HEREON ARE AS THEY ARE MARKED ON THE GROUND. OTHER PORTIONS OF THE SITE NOT MARKED ARE ALSO USED FOR PARKING VEHICLES. 13. FLOOD ZONE DESIGNATION = X. AREA DETERMINED TO BE OUTSIDE OF 500 -YEAR FLOODPLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP, ( "FIRM"') NO. 53033CO960 F. COMMUNITY NO. 530091, (CITY OF TUKWILA). PANEL NO. 0960, SUFFIX F, EFFECTIVE MAY 16, 1995, KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ( "FEMA"). 14. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 15. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 3, 2003. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER AND NOVEMBER OF 2003. 16. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET). 17. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE - SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332 -130 -090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS. 18. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF FOODMAKER, INC.; JACK IN THE BOX, INC.; AND FIRST AMERICAN TITLE INSURANCE COMPANY. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY BARGHAUSEN CONSULTING ENGINEERS, INC. AND /OR THE PROFESSIONAL. LAND SURVEYOR WHOSE SEAL APPEARS HEREON. - i „ • , 1 ,.1... +.1rw -. .. .. _ ... 1111 .,,►, , ,.. -1111. 1111.. .. 1111. ...... ..^ - - ... . -�.... 1111. ..• , GREASE INTERCEPTOR PLAN r A 1 • 1�' 1 .~• � • - 1 • • U • 11 "ov 1 Tl LIGHT BASE - i LIGHT J -•BO IE =299.70 FOR CONTINUATION Cl ii \--CB -ME 1 RIM=309. IE 8" DI SW= 306.4," IE 12" CNC =306.42 • - - - - - 1_ SOUTH 144th STREET CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAII MW' PERIM FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL. RESOURCES FOR REMOVING AND REPLACMrG ALL SURVEY MON UMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACWff, PUZSUANT TO WAIL 332 120. APPLICATIONS MUST BE COMPLETED BY A REGIS'1ERED LAS SURVEYOR. APPLICATIONS FOR PERMRS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHING ON STATE DEPARTMIENT OF NATURAL. RESOURCES, OR BY CONTACTING THM OFFICE BY TELEPHONE AT (300) 902 -1190. WASHNGTON STATE DEPARTIIE:NT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHMrCICN STREET S.E. P.O. BOX 47000 OLYIII PL% WASHINGTON 90504 -7000 UPIINN COMPLETION OF CONSTRUCTION, ALL MONUIANTS DISPLACED, REMOVED, OR DESTR0 SHALL BE FARAICED BY A REl01STERW LAND SURVEYOR, AT THE COST AND AT THE DNeECI OF THE CON111111ACTOR, PURSIAANT TO 11 "SE REGULATIONS. THE APPROPRMTE FOBS OF $AID ATION $MALL ALSO K THE m 111 17 .._ ... ..,_.-1111 (E 1 2 DI IE 12" DI W=-299.k^ t` EASEMEI'`i- tt RECORDED i 1 NLER REC. N0. 20020 •+ • • /."]1 M 0 El i • 0 ` ; `-- LIGHT BASE 298 . _C8 TYPE 1 RIM =298.21 2 . IE 18" DI S= 294.30 ' '"•, IE: 18" ADS N =294.25 IE 12" ADS W =294.2 vv ,' / ""�► LIGHT J -Box Oa ') LIGHT BASE • co 1111 , I.IGH -BOX `.. ,� -- GAS V ALVE EASEMENT "B" RECORDED UNDER RE. NO. 20020416003 63 r GROUND ROD +� '- LIG BOX -s "" --- S:G "L CABINET SERVICE TO REMAIN SIGNALI POLE , �~•- PORTION rONVEYED 10 STCE 10F ASHIN, TON ! FOR ROAD PURPOSQS BY DEED RECORDED UNDER RECORDING /NO. 9-51 \ _ _- '-,t CB R IM= 300.51 IE 12" DI W =298.03 IE 18* DI S• =296.77 SSMH RI141=301.32 IE 18" DI N= 296.77 IE 8" CNC N=295.95 IE 6" CNC 5=295.02 IE 8" CNC W=295-35 EXISTING FEE HYDRANT EXISTING WATER WLVE (yQ �PROP06ED WATERMANII PROPOSED FIRE HYDRANT � PROPOSED WATER VALVE N rmww$ED SPOT ELEMATIONS z EXIST $POLY E IIMLTIONS O EXISTING CONTOURS PIIOPOSED coNTuu b 104 _ _.. _ _ _ 100 _ _ me i I Sf R � F OV�RE D RECENED rM OF Tt X W1 a PMW CENTER •, yI��N VAS It P'110PD QONCMTE .'. •' .. •• ' . • . , . 111 .� % �• .. LEGAL DESCRIPTION THAT PORTION OF THE SOUTHM QUARTER OF THE sounow QUARTER OF SECTION 15, MWNSFNP 23 NORTH, RANGE 4 EAST, W .M., IN 06 COUNTY, WASHINGTON, AS FOLLOWS: 8E1C�G AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH 20 FEET OF SAID S1160IV IlON WITH THE WESTERLY RIGHT- OF-WAY LINE OF PACIFIC hNG*WY SOUTH; TRICE NORTH 20' 13 20" EAST ALONG SAID WESTERLY RIGHT -OF -WAY LINE 138.16 FEET TO THE NORTH LIM OF THE SOUTH 151.54 FEET OF SAID (AS MEASURED ALONG THE WEST LINE THEREOF); THENCE NORTH 8T 35' 33' WEST ALONG SAID NORM LINE 184.27 FEET 10 THE EAST LP E OF THE WEST 350.70 FEET (AS MEASURED ALONG THE SOUTH LINE) OF SAID SU6DIVISION: THENCE SOUTH 07 14' 27" WEST, 131.54 FEET TO SAID NORTH LIE OF THE SOUTH 20 FEET OF SAID SUBDMSION; THENCE SOUTH 87 35' 33' EAST ALONG SAID NORTH LINE 141.52 FEEL' TO THE POINT OF AEG INNINC; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHICTON FOR ROAD PURPOSES BY DEED RECORDED UNDER NO. 9512140574. f7 r%79PEE<XAL �. 1. COORDINATE AND OBTAIN PERMIll FROM VAL-VUE SEWER DISTW PRIOR TO CONSTRUCT11ON OF GREASE INTERC87M VAULT AND SANITARY SEWER 2. EXISTM SANIITARY SIDE SEWER SHALL REQUIRE A 7V TO BE CONDUCTED BY THE VAL-VUE SEWER DSTRICT PRIOR To CONSTRUCTION. DEVELOPER/CONTRACTOR MAY BE HELD RESPlIMBLE TO CORRECT OR U PGRA DE DEFI OF RESULT O INSPECTION. COORDINAX WITH VAL-VUE SEWER DIISTRICT (CONTACT: STEVE- M E' ( 242-3236. 3. COORDINATE WITH CITY OF TUKWLA SffE POWM FOR DYE TESTING - OF D USTIING YA RD DRAIN " ENCLOSUR - ._ _ .. ... .. .. ...- ..........«_ ». ...1...,...«........,.- ,....... ,., .....�.,rw�..., .�..,.,..... . , 1111. ,............,...__ .. .. .. ................�..• 1111.. .. A 4 .37MI9 r0 ONA L E, X -Z U mzp rb N DEPARTMENT 2 eA" AVENUE SAM CA !1123 01999 Jack in the Box Inc. wom *sob -11 •r• IM � Jwc� IM• Mtll M• ow ow � rwrrirl11 vowd If dates RELEASE: P.M.(Ae ONLY: : PERMIT.. MD.- CONSTRUCTION: site information W TYPE: 1s it 8365 A: S. 144TH ST. & INTERNATIONAL BLVD. CITY OF TUKWILA, wA WAVOI BY: PT SCALE 10 =20' uFEA, w � .�d� INI PLM PS1.0 r i a a m M 0 N N N 0 N N 0 N N X 0 a 0 a 0 N 0 U N CD 0 0 va 0 e 0 s� c c� F 1� C c r• A' .4.- Al VKVM MAP �I r C X O z W Z � O N �[ o N 00 � Z CA 40 CD ty I I n Lf) W) Z z �z - 0 %0.... r 9 C W . � "d, r Y .✓.r _j 9 0 �Z t z W ti J v *p ,O N CoI O site information W TYPE: 1s it 8365 A: S. 144TH ST. & INTERNATIONAL BLVD. CITY OF TUKWILA, wA WAVOI BY: PT SCALE 10 =20' uFEA, w � .�d� INI PLM PS1.0 r i a a m M 0 N N N 0 N N 0 N N X 0 a 0 a 0 N 0 U N CD 0 0 va 0 e 0 s� c c� F 1� C c r• A' .4.- Al VKVM MAP 0 PLUMBING FIXTURE SCHEDULE PLUMBING LEGEND GENERAL NOTES p< ►AR71d�hIT •YET. MUM 1'C�I C'FION w. V. Cw Nw �. D■•CRIP'TION CYMSOL AA�MIlVIATION OtBCRIPTION Emmummu 1 VElWY EXACT I.+OCA110NS ELEVATIONS AND CNARACIERISIICS OF UTNLITES AND PPING BEFORE CO�MIENCEIETNT OF WOO K. AND 9330 BALM AVENUE WATER `" 1 2" ELER ELONGATED (HANDICAPPED) WATER CLOSET - AQUA -SAVER #001 -704$. FLOOR MIOUINTED S OR W I MEDIAIELY NOTEY THE ARC+�IECT OF ANY 019CREPANCES. 2 � - � SAN DIEGO 21 CLOSET / OLSONNTE #IOCC OPEN FRONT SEA (NO COVERS 1.6 GALLO OF WATER PER FLUSH. 1 i SOIL OR WASTE BMW GRADE OR FLOOR w v v v w ,r w vww 2 OBT AIN EXACT LOCATIONS AND MOUNTING HEIGHTS OF FIXTURES AND KITCHEN EQUIPMENT FROM ARCHITECTURAL �i 1 M'1 SIC BOX Inc. S OR W SOIL OR WASTE ABOVE GRADE OR FLOOR 'WATER I ELONGATED (NON -H ) WATER CLOSET - AQUA -SAVER #1- 7025. FLOOR I OUNTED AND KITCHENI EQUIPMENT ORAMWIGS. an thN i�•ship d M•e�Aeet�e�. r CLOSET 4" 2 1/2" -- - W/ OLSONIIE /1 OCC OPEN FRONT SEAT (NO COVER), 1.6 "AM OF WATER PER FLUSH. --- GIN ---- -- GW SASE WASTE w � N A& In tM rea � �. A.0% .. n 3 CONNTRACTOR SHAW. MAKE ALL ARRAN�IENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTIONS NS AND SHALL PAY FOR � ~ aMw w �N"" ELDER DOVER 61 -11 TOP SPUD, WALL HIDING' NTH SLlOAN WI FLUSH VALVE 1.0 GPF +17 TO � . . __.. CW DOMESTIC COLD WATER ALL PEIRIMI& IN UL PAY ALL FEES, CHARGES AND MEIERS rlMa�t � �r w"bo Oww � URINAL Z 1 1/2 3/4` - - N,Np AND ZURN Z - 1222 HANGER. G.C. SHALL INSTALL HANGER W 4 1 DNA. 'HILTI KEG BOUT EXEXPANSION BOLTS w 2 1 4` MINIMUM EMBEDMENT. / () / Zr .. ...� HW DOMESTIC HOT WATER 4 TERMINATE ALL VENT AND FLUE OU11Els AT 10' - YIN. FROM ANY FRESH AIR INTAKES OR PER LOCAL �lRISOICTION. FRAM • �--- ... ---r -- Hut HOT WATER RETURN 5 INSTALL ALL � In AVOID INTERFERENCE IN ELECTRICAL AND EQUIPMENT AND STR VA Ir�CNANNCAL UCTURAL. ING dotes L ELDER #051- 2 1 04-00 (2o x 1a') WALL HUNG, 047E - a DEEP 801 & FAUCET HOLES AT 4 o.C., LAVATORY 2` 1 1 /2" 1/2 1/2 - W/ ZURN 01251 -E2 CONCEALED ARM WALL CARRIER - FIX TO BLOCKING; SWMONS S- 60-G -H -CA8 _,�____ NO WATER OR DR/NN LIM PEn1NTYE0 OVER OR UNDO ELECTRICAL PANELS, SINGLE HANDLE FAUCET W/ AERATiOR, GRID STRAIER. LAV AND FAUCET A.D.A.A.G. APPROVED, SET G G GAS PIPING RELEASE: AUG. 5, 2002 110' F WATER TEMP. CONTACT SYMMONS AT (800) 654 - 55137. CD CD CONDENSATE DRAIN 6 PROVIDE FAUCETS UNLESS OTHERWISE NOTED, TRAPS, STOPS, GATE VALVES GAS COCKS, WATER HAMMIER ARRESI INSULATE TRAP AND WATER SUPPLIES W/ 'TRLIEBRO' INSULATION KIT MODEL #102. (800) W -506'2 WALL CLEANOUT COVERS, FLEX COMNEC110NS, SHUT - OFF VALVES AND INDIRECT WASTE Tq AN APPROVED P.M.(6 fty 12 RECEPTOR : #5 SUPPLIED BY KITCHEN EQINFM�IEItI . & BY - -` -'-- - -'- V SANITARY VENT AND ALL NECESSARY TRIM FOR A COMPLETELY INSTALLED & CONNECTED PLUMBING SYSTEM. PERIRT: 1 /12 04 L $'S' lJ1V' 2" 1 1/2" 1/2" 1/2" -- PLUMBING CONTRACTOR. I � - -~ V --- V SANITARY VENT BELOW FLOOR 7 RECORD ON AS- BUILT DRAWhG% ALL SIZES, LOCATIONS INVERTS AND MATERIALS OF EXLSIIIG PEES THAT ARE 81D: G.V. GATE VALVE EtNCOUNI�:RED AND NEW PAS INSTALLED DURING; DURING; THE COURSE OF THE PROJECT DELIVER AS-- BUILTS TO J8 CONSTRUCTION CONSTRUCTIQN: FLOOR SINK 2" 1 1/2" - --- -- JONESPEC J D2375 NTH 1/2 GRATE AND SEDIMENT BUCKET. MANAGER AT THE END OF THE PROJECT. � - B.V. BALL VALVE $ ALL VNoRHC SHALL BE DONE IN ACCORDANCE NTH ALL LOCAL AND FEDERAL CODES, RULES AND REGULATIONS GROVERNNNIG THIS FeViS10r1S . FLOOR SINK 3" 1 1/2" --- --- JONESPEC �D2376 METH 1/2 GRATE AND SEDIMENT BUCKET. S.O.V. SHUT OFF VALVE PROJECT. ® mIILIH DE"._ AEV. 04 FD FLOOR DRAIN Y 1 1/2" 1 T / .P 2` -- --- ZURN #ZNN- 415-P. C.V. CHECK VALVE 9 UPON COMPLETION OF JOB, INSPECT ALL EXPOSED PORTIONS OF THE PLUMBING IISTALLAIIONIS AND COMPLETELY ® tww M M -- 1 • . REMOVE ALL EXPOSED LABELS, SOT, MAC'S, AND FOREIGN MATERIAL EXCEPT PRODUCT I ASO AND THOSE REQUIRED PIS M.. .1■ FLOOR DRAIN r r - AM #ZN- 415- Y.(FOR TRASH ENCLOSURE WHERE REQUIRED). GC GAS COCK BY LAW. Q MS » U. UNION 10 TERMINATE ALL INDIRECT WASTE LIES ABOVE FLOOR SIIK VATH 1" AIR GAP. (MIN) 0 MOP SINK 3 2" 36 X36 STAINLESS STEEL MOP SIN( W/1NTEGRAL DRAIN AND GRATE. REFER Tn F/1 FOR FAUCET. .. PROVIDED BY OWAM INSTALLED BY PLUMBING CONTRACTOR. H.B. HOSE BI 11 PROVIDE FLEXIBLE GAS CONNECTIOHNS TO GAS EQUIPMENT. PROVIDE RIGID GAS CONNECTIONS HB ACCESS PANEL TO EQUIPMENT, OTHER THAN COOKING EQUIPMENT WHERE LOCAL. JIURMC71 ONI PROHIBITS THE USE OF FLEXIBLE CONNECTIONS Q • ACORN x'121, ROUGH BRASS w/ VACUUM BREAKER. w FREEZING AREAS INSTALL u A.P. 1 HOSE BD8 � � 3/4 ZURN #2 -1321 VMTH VACUUM BREAKER. KEYLESS '---`- 0 VTR VENT THROUGH ROOF 12 VERIFY ALL EQUIPMNENT AND APPLIANCE CONINEC VON SIZES PRIOR TO MAKING FINAL CONINECTION. REDUCE BRANCH / RHEEM 50 GAL STORAGE, 000 sTU INPUT 95 G PHi RECOVERY AT 1 F PIPE SIZING JUST PRIOR TO CONNECTION TO UNIT. NM NEATER 1" 1 ` 3/4! RISE, SPARK TO PLOT IGNITION. TT AND P REIEFVALW. CONTRACTOR SHALL CONTACT RHEEM � � POINT OF CONNECTION 1 HEATER PURCHASING DEPT. AT (800) 621 -5622. MOUNT ON r LEGS. PROVIDE 5" FLUE PER DETAIL 13 THE SYSTEM OR PARTS THEREOF SHALL BE FILLED 91H A WATER- CHLORINE SOLUTION! CONTMM AT FIFTY P ARTS ( ) LEAST (50) � . ® F.S. FLOOR SING (1 /2"' GRATE UNLESS NOTED OTHERWISE) THE MILLION OF CIS AND THE SYSTEM OR PART THEREOF SHALL 8E VALVED -OFF AND • � i ET EXPANSION AMTROL " THERM- X -TRW #ST -12 TYPE EXPANSION TANK. • ALLOWED TO STAND FOR 3/4 F _ _ TWENTY -FOUR (24) "OUJR% OR, TIE SYSTEM OR PART THEREOF SHALL BE FILLED VAIN A WAIER SOLUTION CONTAINING A TANK PRE PRE PRESSURIZED W/ AMR 4.4 GAL CAPACITY. 0 F.D. FLOOR DRAIN p AT LEAST TWO HUNDRED ( 200) PARTS PER MILLION OF G UMIE AND ALLOMED TO STAND FOR 7HREE (3) HOURS. TRAP PPP #PR -500 MATH DISTRIBUTION UNIT T+0 MATCH NUMBER OF TRAPS TO 1=' _�___� 165 a � PRIER 1 BE PRIED. LOCATE IN WALL MOUNTED ACCESSIBLE BOX AT +24" A.F.F. WA SEE T.P.HZV. TEMPERATURE dt PRESSUlRE RELIEF VALVE F( � FLOOR PIPING ____ - - ZURN 000 2500 CAST IRON BODY ADJUSTABLE 900RIATED SECURED NICKEL ' Y CLEANOUT BRONZE TOP SIZE AS REQUIRED. TOP FLUSH W FINISH FLOOR. I DIAG. / FOO FCO FLOOR CLEANOUT �" - DOUBLE FLANGE BODY W/ EXTRA HEAVY DUTY SECURED ABBREVIATIONS • (� GRADE �, ZU1RN #0025.'30 -SSS, C.I. I+• � CLEANOUT DIAL. SCONRIAIED G:. 1. COVER w/ L "NG DEVICE. TOP FLUSH w/ FINISH FLOOR. SOO • i -- SCO 2 -WAY SERVICE CLEANOUT MEDO w NO PIP --- -- -- ZURN #Z-1469-ZS STAINLESS STEEL. WALL ACCESS COVER w/ CENTER SCREW ABV. ABOVE GR. GRADE VTR VENT THROUGH ROOF CLEA PIP GCO GCO GRADE CLEANOUT BEL BELOW HDR. HEADER W/ W17H r� RD �, - THUNDERBIRD COM ONNA71ON ROOF DRAIN AND OVERFLOW W/ COPPER DRAIN BASIN AND CLG. CEILING I.W. INDIRECT WASTE ROOF DRAIN 3"' Ate„ DID,. REFER TO SHEETS A3.0 AND A9.3 iM00 WALL CLEANOUT DN. DOWN I.E. INVERT ELEVATION �j • 0 6 Z e wco DR. DOW THROUGH ROOF M.Q MECHANICAL CONTRACTOR G1 GREASE N E:.C. ELECTRICAL. CONTRAC70R O.D. OVERFLOW DRAIN • 1 INTERCEPTOR 4 3` SEE aV1L DRAWINGS. _ �,, �p BACKFLOIN PREVENTER F.U. FIXTURE UNITS P.C. PUNNING CONTRACTOR FLR. FLOOR PSI (G) POUNDS PER SQ. INCH (GAUGE) F MOP SINK 1/20 1 CHNCAtRO 0 W H INTEGRAL VACUUM BREAKER, 3/4' THREADED OUTLET, PAIL HOOK CAP GPH GALLONS PER HOUR R.D. ROOF DRAIN 1 FAUCET AND WALL BRACE. PROVIDED AND INSTALLED BY P.C. ­3 GPM. GALLONS PER MINUTE TV TYPICAL SHAKE MACH. GPF GALLONS PER FLUSH LION UNLESS OTHERNASE NOTED � W • F FAUCET -- 1 2" FISHIER #'H7�, 18" CONTROL DJ SWING SPOUT. PROVIDED BY OWNER INSTALLED BY PLUMBING G�_ ELBOW TURNED DoMiN CONTRACTOR UIR UP THROUGH ROOF / G.C. GENERAL TOR ITEM 07 KETCH CONTRACTOR. .r M 0+_ EL TURNED UP IAJ F » FISHER #2003 FAUCET 4" SPLASH MOUNTED W/ V GOOSEN ECK. PROVIDED BY OVNNER, INSTALLED BY 4 17M 03`� WTM `�` '/ '/ PLUMBING � ►o�- FH FIRE HYDRANT PLUMBING FIXTURE UNITS 'w fW F PREP TABLE - - FISHER #W11 FAUCET, NTH 8 ING�I SPOUT AND FISHER #10758 SINK, IEVERWASTE W/ STRAINER. 93 LUX ITEMI I '/ '/r PROVIDED BY 01ANFR, INSTALLED BY PLUMBING CONIRACT+OR. O O tI GREASE NNTERCEP70R TYPE WAM LQAII NAM LOAD � 4 U F COMP F w FISHER 310 -1 MID PRE -RINSE SYSTEM W DD -ON FIXTURE NM OF • 1� '1 ad ITEM 05 ITCH 1 1 /2 / ULTRA SPRAY AND FISHER ' -14 PRE- • A FKNM WATER FU TOTAL 1M1M FncT1111E FO(TI 1E WASTE F.U. TOTAL # FAUCET. PROVIDED BY OMNER, INSTALLED BY PLUMBING CONTRACTOR. m �� �. F � �. F � ��� WASTE F� � (1) My WATER MIXING TEE ,. � VALVE - 1/2" 1/2w -- LEONARD #210 -SB, SET AT 110' F WATER CLOSET (FLUSH TAW) 3 2 . 5 7.5 7.5 - 4 12 1 •''♦ � " --�} -- 1MM WATER METER 1 20. 2 r� 0 HUB DRAIN 2 1 1/2" ZURN #Z-326 URINAL (FLUSH VALVE) 20 20 - 4 4 45* �C W RP RECIRCULATING - BELL AND GOSSETT NBF- 12U/Lw, BRONZE PUMP. 115V /55WATT MOTOR. TWO CLIP-ON PRV &W REDUCING VALVE LAVATORY 2 1 2 1.5 1.5 1 2 , Kw AQUASTATS MODEL #AQ AND TIMER. MOP SINK 1 3 3 2.25 2.25 3 3 d PREP SINK (INDIRECT WASTE TO FS-1) 1 2 2 1.5 1.5 2 2 DISHWASHER (INDIRECT WASTE M FS-2) 1 4 4 - 4 2 2 3 -COMP. SIN( (INDIRECT WASTE TO FS-2) 1 3 3 2.25 225 4 4 FLOOR DRAIN 5 - - - - 2 12 owe 15/12L 04 FLOOR SING 4 _ _ _ _ 2 D A.E. PROD. NO.: 23098 �) HOSE BIDB (C.W.) 3 2.5 7.5 7.5 - _ - site information HAND SLANG 3 1 3 2.25 225 1 3 MSG TYPE: CONVERSION SHAKE MACHINE E 1 1 1 1 _ _ _ ,AB # 8365 COLD WATER FAUCET UTILITY SCHEDULE FILTER sYsTEM 1 (1 (, 3) (� 3) _ � _ RECEWp ADDRESS: S mw SYSTEM 1 6 6 6 3742 S. 144TH STREET - - _ ' r 1 4 r FIXTURE UNITS GPM WAITER SILENCE STREET PRESSU,ANE /AVAILABLE PRESSURE PATTY STAOR 1 1 1 1 - - - PEwwT CENTER TUK"LA_ WA MATER 70 PSI - 8 IS LOSS an==== 62 IS HOT MATER DISPENSER 1 1 1 1 - - DRAS1 BY: A 01 SH 1 1 V W.M. pR AT MOST REMOTE FIXTUJRE _• 25 FS 1 LATERAL 32.7 PSI x 100/1.W IM mw> wm.. 21.8 PSI COFFEE 1 1 1 i '� FIXTURE UNITS BUILDING 9EMEIt STIIEET SCR ICE MACHINE 2 2 4 4 - - p pA RAT SE�t DATA SC No DRAIN 1 - _ - _ 2 2 ApppO� 10 TOTAL MATER WAM Fr1c1 M U RM e6 5&75 13.75 54 1 fQ GAS DATA SPAM HEAMG MATER HEAINMG COOKING FU'TUARE MAX, EiIM. "` "" Or TOTAL Loom (�H-) 500 m -- 1180 no FT. P1 • • r� i • r • W It Sm VENT FROM GREASE INTERCEPTOR 9WX GRADE AND UP P 70 WALL To ABOVE CEUW.% FOR CONTMRIATOO SEE STET PS1.0 VENT FMMrG PROWDED WM GREASE TANK. MrSTALLED BY P.G. GREASE RECOVERY TANK BY OTHERS 2" PM BALL VALVE. HOT TAR HOSE, POPE CAP. ETA PROVIDED WITH GREASE TANK. a MSTALIEA BY P.G. REFER TO DTL G/A9.2 I z WATER HEMER ROOM - Alt VENTS OR ERS` LOUV REFER TO SlEE1S A1.0 AND A4.1. • GENERAL NOTES 1. ROMN —M AND CONNECT KITCHEN ECINPMDIT N ONCATED. SEE KITC!U EOINPMENT DRAMMOS. 2. SEE KIT00 ROUGH —IN PLAN SHEET P&I FOR PLUMBING ROtM —MI LOCATIONS (SEIMM IN wools AND ABOVE CEILMr 3. COORDINATE FIXTME ROUGH —Mr LOCATIONS NTH FOMATION PLAN SHEET S'1 (SERVICES OELOMf FLOOR 4. i1EFER TO MOMETRIC MGM! FOR PIPMrG SUM & VENT SIZES ARE IN ACCORDANCE INTH TABLE 4-3 OF THE LATEST EDITION OWF THE UNIFORM PLUIIMIIG CODE. d. PROVIDE ENGRAVED SIGN IN OFFICE MND"TING TYPE OF WASTE PIPING W17H APPROPRIATE METHOD OF CLEAM NQ 7. SANITARY SEMM SIZED PER TABLE 4 OF THE LATEST EDITION OF THE UNIFORM PLUMING CODE AT 2W SLOPE (1/4" PER FT.) & REFER TO ARCHITECTURAL AND MECHANICAL SHEETS FOR LOCATION OF GREASE E>RIAIIST FIRE RATED SHAFTS. SHAFT'S SHALL NOT BE PENETRATED. 4' wax UMDEINGROUIO; FOR COM,IATKRI 1" PVC DRAM LIE; SLOPE AT 2X FROM DAMM( STAM 11MrOM 1MIML OPEIMIQ DONMI TO FLOQR SIM UN 1` MR GAP. (PNONDED AM MSTAIIED BY 07MM) 0. PLM MG VEMTS 94ALL TETiMM NOT LESS THAN IW FROM OR X ABOVE ANY MMIDOIMe DOOR AM INTAKE OR VENT SHAFT. 10. FOR ROOF DRA LW REFER TO SHEET A3.0. 11. REFER lip DETAIL 2/$4.0 FOR LNM THROUGH BUILDING F0079 S. 1 RUM ALL ABOVE CEILING VENTS WlTHIN OPEN MMIEBS ONLY. 13, W.C. VENT TO WASTE CONNECTION SHALL BE MADE UNDER SLAB. RECEIVED f`- Y OF T1 M A PERMT CENTER EPAR Pf ArE APp MIT,�NO RFD�FD 4 OMP'AM1 T 9330 BAUM AVENUE SAN DIEM CA 92123 m►19" Jock in the Box Inc. T%+ ,. and .,.a+emUm. .w �f �Mdc M IM M•c l owlM eMiM orIeruow �rw+out Ilr rr+irrloi� ■rltl�n oar+�r�nf. dates RED: AUG. 5 2002 P.M.(1A8 ONLY}. 05 12- 31-02 PERM. IZI U04 DID. CONSTRUCTION!: revisions HFx.TH DEPT. rev. ® OWNER REVMG 2/11 f 04 UM RM REV. 3103104 0 O . .• 0 0 V � • 0 6Z • , l o w it W4 "" I W 41 V �W bb ...w.l..... 0 Wmr m LL. < 00 ..� o tkD P �w D� 1 89M 8/ A.E. PROD. HO.: 23098 site information W TYPE: CONVERSION J8 f 8365 ADDRESS: 3742 S. 144TH STREET TUKVNLA, WA DRAM 8Y. A NIN, S'I'N SCALE: 1/4 = V -0" PLAN P2MO ..� «. _ . ... '' .__..... -,. «.. _. ...........«.� «.. .. •.+�.... „ „w......w. - �,.wy.,,. .... +... ..... .,. . «..........�w..n» -,w. . w....s...�.r.�. w. +n .... . ws.aw ...,.w a .w. CONNECT To E)(isnNG CW SUPF IN E)WNG WATER HEATER ROO FIELD VERIFY LOCATION. NOTE: VERIFY THE CAPACITY OF THE 00ST GAS SERVICE AND MEM 70 HALL NEW LOAD OF 115%M ALL PPNG SIZED AT 7' VLC. apsnNG GAS ME ER ABOVE GRAD CEILING. MANUAL VALVE SHALL BE PROVIDED AID INSTALLED BY PC. 'ANSUL' VALVE mil. BE PROVIDED BY MECHANICAL CONTRACTOR AID INSTALLED BY PC • GENERAL NOTES 1. R0110Mi -0I AND WWCT IOMI 1 EQUIPMENT INDICATED. SEE 107CH 'N EM PMENT DRAM NOS. 2. SEE I07CMNON ROUGH -IN PLAN SHEET P FOR 107M ROUGH— LOCATIONS. 3. COMMA1E FIXT(K 80U0H — MN LOCATIONS 0111H FOUNDATION PLAN SHEET S1.0 4. REFER Tip NIOMA RIC DIAL M FOR PPING SITING. ALL GAS PIPING JOINTS AND FITTINGS SMALL BE MADE UP WA —MITE #567 COMPOUND. PIPING BEHIND COOUING EQUIPMENT 94ALL NOT EX ExND MORE THAN 4' BEYOND WALL SURFACE. a. PROVIDE ENGRAVED LABEL ADJACEN To CW S+OV ON WALL - ''MAIN C. SHUT -OFF VALVE'. 7. PROVIDE ENGRAVED LABEL AT PRESSURE REDUCM VALVE — 'PRES�IRE Rilmu G VALVE'. a. GAS PIPING SIZED IN ACCORDANCE NTH TABLE 12 - 3 OF THE LATEST EDITNON OF THE UWFORM PLIMMIING CODE. O. PROVIDE AND INSTALL SM AT ALL HOT AND COLD WATER STIJs OR PER LOCAL MODES. 10. n.USH VALVES AND FAUCETS SHALL COMPL IMTH ADA AND LOCAL CODES FOR REQUIRED OPERAW FORCE. 11. REFER TO ARCHITECTURAL AM MECHANICAL SHEETS FOR LOCATION OF GREASE EXHAUST FIE RATED SHAFT. SHAFT SHALL NOT BE PGORRAIED. 12. RUN ALL ABOVE CExMNG PIPM 1MININ OPEN WEBS ONLY COORDIMNAIE 97H 01HER TRADES. RECEIVEC MY CW TI iKMI a PER NT CENTER Sfp ARATE �� pp�� A '�NO PU1Rfp ., M.T X330 BALW AVENUE SAN KWs CA 92123 1999 Jock in the Box Inc. Th erev*w OW lo.a"oot � Mw N JNIc b IM � Ire iM b� eeolM r nyra0i� dates REIEASE: AUG. 5 2002 r r.rw• PX(JB ONLY . 0512- 3 PIEFUT: 1 /12/04 w.�r��w.w■� CONSIRUCMW. revisions HExTM DEPT. REV. OAR WAWG 2/12f 04 �i DESI6N tIEV�W AEV. 3/03/04 a a 0 a i -• ad .e CL • V • � 06 Z ,`. u j(.) tw .0 LLMI 3: �1 U Q) cn va � LL < M . PE4 4 40 PC 0 �r a1 10/04 A.E. PROD. NO.: 23098 site information W TYPE: CONVERSION .A8 # 83155 ADDRESS: 3742 S 144TH STREET TUKWL.A WA DRAWN BY: JW. NN, SN SCALE: 1/4' = 1' -0' P380 ATER ........ .. .. ,-.. ... ,....- ...,..,.,.... +�w.r �. r�,rw.... ..... ... .•.rw +.w .. .., .w.. .. _r.w�... +r+w.....�..+ •..r....,- .++..,... ..rr. .. �.w+.- ,.ww�w.- .. ... r ILLM E 1 GREASE RECOVERY 2" ..... WASTE PIPE. j AT +76" PROVIDED W/ OREASE TANK, INSTALLED BY P.C. REFER TO D7L 6/A9.2 J I I EMPLOYEE 112 w SECURED ACCESS PANEL F BULK C 2 LINE AT +5r FROM T.O.& -SEE DET. 12 A -9.2 F_ I I I I I I I I I I I I___ __J II I' I II II I I I I I I I I 1 I I I I I I I I I I I I I I _ _.. I F — _-- ___ - ---_ I II - - -IT - - - --_ r — — — — I F_ —_— a 'I I I I �I 1 I I I I I DRY STORAGE to7 L 3 /4 "CW I i I i I I 1 /2 "CW I +12" I 3"W +7T1 /2" I I I 1 /2`HW i +12" 1 I I L____ 11 1 -1/4' GAS PIPE IN H000 PLENUM BY HOOD MFG. FROM 6' STUB UP ABOVE PLENUM TO � � ELBOW BELOW PLENUM (T1rP. FOR (2) HOODS 1 m FRYER HOOD GRILL HOOD (FRONT VIEW) I I (FRONT VIEW) ;2 • �NM w 1 -4 "OC SHALL PROVIDE do INSTALL GAS PIPE do — FITTINGS BELOW PLENUM. STRAP PIPE TO REAR WALL WITH ALL FITTINGS UNDER PLENUM (TV. FOR 2— !MOODS. REFER TO SHEET H1.0 do H1.1 jI S 109 I �' I I I I 27 2"W TO FS I W/ 1" AIR GAP 1 I I 1 /rFCw +9' 1 /2 "HW +4" 1 /rCW ++ I I I ! I � I 1 /2 1 +2r F.D. - I I —•-- ty2"�r +22" 1 I I I I I ' ••,,, 'I I I I 101 103 4 101 •,,,, 101 -OEM fir LEGEND m ROM sw F.D. FLOOR DRAW H COLD WATER iH HOT WATER a-p FILTERED COLD WATER (FCW) ►O DIRECT WASTE � GAS RISER O EQUIPMENT I?EM NUMBER NOTES 1. FOR FLOOR DRAIN AND FLOOR SW LOCATIONS, SEE SHEET S1.0 2. FLOOR SINKS AND GRATES SHALL BE FLUSH MOUNTED WITH FLOOR. ALL GR ATES SHALL BE HALF GRATES UNLESS OTHERIIMSE NOTED. 3. REFER TO SHT. K3.0 do K3.1 FOR KITCHEN EQUIPMENT SCHEDULE. ------------ L -- _ --, �� —. —� r _ __ —_ - - -- ____ - -ir— __--- -- - - -- I I► II I I I I I I I I ! I 1 .� I .— I I I � •r '`'t` F.D. - ll Ii I I I I I I I I I i I I I li II II I I I I II I II I J 11_ _._ _ 1 I I- — — - -- -- .J I I I� — — -- --�t -- — - _— �L__ - -__—i L_._ �- - -_ J - - — _ --- — — — — — —y ^� _ _ - - - - -- - _ - -- - -- - - - -- - __ --- - - --- - - ---„ _ 33 I I ---- -- - - - -- ALL PIPING AND I I �GONIrECTK1N ACCESSORIES TO BE 071IN 4" SPACE BEHIND I I PICK VP EQUIPINW. TYPICAL.. F M I �1 i I IL _J I� - _J -- J �� ,I rt - �. -. �:. r. ... .. ... r rgyi... _. w.. .... -mo .... ...✓. a♦ ..- � .. ..s I I I I I I I I I I I I I I I I I I I ! I I I _.._! 1 /rCW FOR TP +18 1 /2"HW +22" / 2 * V +24" r� 1 /2"CW +2r 1 1rCW +63" SERVICE no l PLENUM RATED SYRUP BUNdLE DROP DOWIN I IN REAR CHASE of DIR w MACHINE I I 1 /2 +41r IV • F RECENED CM OF TI WMI A PERMIT CENTER fRMR�� APpR y '�ND AFO WRED OEI�/AR71r1[N T 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jock in the Box Inc. 1h� drowrinw and s�wolAootIons N w• w1 �odc tlw Mc Mnr; WHO sH owt be a•Md or rl•wodwW w wa A Hto ow Asm w ttdn ooneent dates RELEASE: AUG. 5, 2002 P.M.(JB ONLYy. 05 12 -31 -02 PENT: 1/12/04 BID. CONS7RUC71ON: revisions 0 0 0 • 0 6 z F� • � r �. v � W M W a P M4 i4 (J rn LL— < 0 bA0 1C 0 � W d EWwes 8 10 04 A.E. PROJ. NO.: 23098 site information W TYPE: CONVERSION A t 8365 ADDRESS: 3742 S. 144TH STREET TUK"LA, WA DRAWN BY: JW• NN SH SCALE: 1/2 = 1 -40 Kff STUBOUT P LAN P301 1 I A i4 ff ,s I I II I II I I i I I I ! I I I I I I I f I I, � I I i ► f I I I II I ! 1 I I II li II I r — — — — I F_ —_— a 'I I I I �I 1 I I I I I DRY STORAGE to7 L 3 /4 "CW I i I i I I 1 /2 "CW I +12" I 3"W +7T1 /2" I I I 1 /2`HW i +12" 1 I I L____ 11 1 -1/4' GAS PIPE IN H000 PLENUM BY HOOD MFG. FROM 6' STUB UP ABOVE PLENUM TO � � ELBOW BELOW PLENUM (T1rP. FOR (2) HOODS 1 m FRYER HOOD GRILL HOOD (FRONT VIEW) I I (FRONT VIEW) ;2 • �NM w 1 -4 "OC SHALL PROVIDE do INSTALL GAS PIPE do — FITTINGS BELOW PLENUM. STRAP PIPE TO REAR WALL WITH ALL FITTINGS UNDER PLENUM (TV. FOR 2— !MOODS. REFER TO SHEET H1.0 do H1.1 jI S 109 I �' I I I I 27 2"W TO FS I W/ 1" AIR GAP 1 I I 1 /rFCw +9' 1 /2 "HW +4" 1 /rCW ++ I I I ! I � I 1 /2 1 +2r F.D. - I I —•-- ty2"�r +22" 1 I I I I I ' ••,,, 'I I I I 101 103 4 101 •,,,, 101 -OEM fir LEGEND m ROM sw F.D. FLOOR DRAW H COLD WATER iH HOT WATER a-p FILTERED COLD WATER (FCW) ►O DIRECT WASTE � GAS RISER O EQUIPMENT I?EM NUMBER NOTES 1. FOR FLOOR DRAIN AND FLOOR SW LOCATIONS, SEE SHEET S1.0 2. FLOOR SINKS AND GRATES SHALL BE FLUSH MOUNTED WITH FLOOR. ALL GR ATES SHALL BE HALF GRATES UNLESS OTHERIIMSE NOTED. 3. REFER TO SHT. K3.0 do K3.1 FOR KITCHEN EQUIPMENT SCHEDULE. ------------ L -- _ --, �� —. —� r _ __ —_ - - -- ____ - -ir— __--- -- - - -- I I► II I I I I I I I I ! I 1 .� I .— I I I � •r '`'t` F.D. - ll Ii I I I I I I I I I i I I I li II II I I I I II I II I J 11_ _._ _ 1 I I- — — - -- -- .J I I I� — — -- --�t -- — - _— �L__ - -__—i L_._ �- - -_ J - - — _ --- — — — — — —y ^� _ _ - - - - -- - _ - -- - -- - - - -- - __ --- - - --- - - ---„ _ 33 I I ---- -- - - - -- ALL PIPING AND I I �GONIrECTK1N ACCESSORIES TO BE 071IN 4" SPACE BEHIND I I PICK VP EQUIPINW. TYPICAL.. F M I �1 i I IL _J I� - _J -- J �� ,I rt - �. -. �:. r. ... .. ... r rgyi... _. w.. .... -mo .... ...✓. a♦ ..- � .. ..s I I I I I I I I I I I I I I I I I I I ! I I I _.._! 1 /rCW FOR TP +18 1 /2"HW +22" / 2 * V +24" r� 1 /2"CW +2r 1 1rCW +63" SERVICE no l PLENUM RATED SYRUP BUNdLE DROP DOWIN I IN REAR CHASE of DIR w MACHINE I I 1 /2 +41r IV • F RECENED CM OF TI WMI A PERMIT CENTER fRMR�� APpR y '�ND AFO WRED OEI�/AR71r1[N T 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jock in the Box Inc. 1h� drowrinw and s�wolAootIons N w• w1 �odc tlw Mc Mnr; WHO sH owt be a•Md or rl•wodwW w wa A Hto ow Asm w ttdn ooneent dates RELEASE: AUG. 5, 2002 P.M.(JB ONLYy. 05 12 -31 -02 PENT: 1/12/04 BID. CONS7RUC71ON: revisions 0 0 0 • 0 6 z F� • � r �. v � W M W a P M4 i4 (J rn LL— < 0 bA0 1C 0 � W d EWwes 8 10 04 A.E. PROJ. NO.: 23098 site information W TYPE: CONVERSION A t 8365 ADDRESS: 3742 S. 144TH STREET TUK"LA, WA DRAWN BY: JW• NN SH SCALE: 1/2 = 1 -40 Kff STUBOUT P LAN P301 1 I A i4 ff ,s 0 WA I So -1 . - - - J I CONNECT NEW 1" CW TO CO MO O CMI LINE. ' I OCO FIELD VERIFY LOCAYMK «�,,• 40 , (�) h 1 I� SOV ACCESSI F LOCATION SEE Purl oRA1MNGS FO . ,►'� N. .�'� I SIZE, INVERT AND LOCATION. (2•S) " I .` NI WATER NEATER ROOM ,r ' �" " �, /� J I � " ,,, , (56.25) Y(22) 00 322 *14% . 1 3 ' 1 1 " (13.75) J 1 1i,� " .00 *0 .00 1 ,,� �. aoo C . , (53.75 040 00 L 4#0 .0-e�doo , 1� .00 %111111110 2 019 r C T4 ••� 312 `',� 4 °► 00 F'IL'TER SYSTEM INLET (13� '`•. • i � 5 �' (22.25r L w . ,,'' `� I W00 �, GOO 1'(6.75) (2.5) 1 (13) ♦ I 1" 3Q7S 1 / 1 w J J (40) ( ) 1 ,, .00 1 3 tom) 1 I A* 4, 26 WHA-A / 04 1 r(1 ' 4 "(,� I �S�'' " .. , IA_A x (.75) �, • . •,,. t' I 1"(10.75) � I' : .'' 2 ) (0.75) I mo,,, � ,, •� 1 I (2)1 --� 1 1 `I ( x'(2.25) '�► L t, 1 1 � _ 1 .` 1 ♦ 1 / I r( 1 ( 24 ) - 1 IIYCO 1 I w I /.. FCO I I 4 (4) 1 (s) I I- �"Y(4) I 25) r( '�. •� ) » 2 (10 1 1 r(4) .�'''' " 1 r() ( �•,,, • . 471 1 I Z � � » • /� ' I / w I M 1 (1) I,, I •� 4 (5) VW -A (2.25 " ( .i''� () 1'' » 105 I �'"''� I ;� �i �. " I i • • w r(•75) 4 / (2) 1 1 ,` 000 FOR CONTINUATION SEE �► . 1 (7) �1 8.5 w - .�1 () r 1 .00 I " ►,, .f SHEET P51.0 _ -! ( ) 102 104 3,25 ( 1 ZO 1 k(2) FS 4•(26) I w I I •� » ; .'� j'�► , 105 471 MS 6.75 UR 1 - I 3" 3 HNC 4 (9) ,. �. 4 (18) I 8 -T; FS I� 4 M L ( ) '', - , �. • • (.75) . , F SYRUP (: rNNA A /'� / () , 4 (24) 1 . - 6 I I / �2 5 • . 13 FILTER . (2 3`(6) (5 Y(2) 4 (�) ; . ' . ; SYSTEM OUTLET � ' WC L � / 1.5 FD 1 r.r• I r 3 0 1 ir( 2 ) 4 "(21) 2 "(2) Y 5 '� I 100 • : I 1.5 (.75 r� . /• • / " ,. " USHER MV . , 103 101 . / '0 00 , 5) AL d I L F 2 1 4 (4) » HOT WATER .- (4)1� - ' I 4 (5) (),,►,,► 4 (10) ,"�• DISPENSER L .0 I - . 1 101 103 1"( 1 (2.25) / 101 103 r 4 (4) `+, �.► 1 2 ( I `•� • . • ,,r - , ./ `'' I F '�• 1�(2) ♦'�' 1...' -' 1 ' � 2 "( (,75�'' 106 470 (4.25 • /.. / 0100 () t r() 4 (s) •'•/ FCO 3"(2) 1 2 1 I ` I FCO 101 103 '`� • ` (1.75) L F ( 2 f( l) � � •• �``I / 1 • / I 1 1 4 -�, (1.75" MV C .� . • FCO I i IM�A —A „ �,/�I L F I 4 (2) I 4 101 103 " �(1) SHAKE FOO 1 2" I I 37A 107 MACHINE 4" � 1 2"(1) I 166 QD 2 "(2) COFFEE I 2 BREWER (.75)r 101 103 2" () L SEE K -SETS FOR SCHEDULE Jr( 0 OF KITCHEN EQUIPMENT N01E, . IE- NUMBERS IN PARENTHESES ARE NUMBERS IN PARENTHESES ARE * FIXTURE UNIT' LOADS FOR VENT HB FIXTURE UNIT LOADS FOR WATER AND WASTE PRIG Y. PIPING ICE MACHINE 1 WANE AND VENT ISOMETRIC DIAGRAM NO SCALE Z NO SCALE TOTAL LOAD = 1160 M BlH MAX. • r W. C. COININECTION TO ROOF -TOP MAX. EQUIV. LENGTH = 100 FT. P�f9R._t�LLT�l3!lL� CONNECTION To WS ROOF TOP UNITS CONDENSER UNIT (140 M BH) 1 MMH) BY WNI INSTALLER (TYP.) BY ICE MACHINE INSTALLER (TYP.) NUMBERS IN PARENTHESES ARE ROOF 1 c CONDENSER UNIT MOH LOAD IN PIPING. W COMP /COLD INC COMP /COND 1" c 1 FRYER 1• ROOF LEVEL "' 1 » (80 MBH) c WO ROOF LEVEL REF RIGERANT LIDS DTR 228 GRILLE 1w � c (162 MNIFI) 6 (TYP-) (238 1 1)1 » 20 REFRIGERANT LINIS DTR OF IMBS (TYP.) / 21 1 91320 MOH) (180 MOH) (W MOM) (800 MBH)Y ( 562 MBH)1 ON R00� GRANT LIDS ABOVE CEILING 1w � 1w (SIZE AS PER MIANIJFAC.) (TYP.) �+ MANUAL SHUT -OFF VALVE AEltyVE CUM 6 C�kMMECTION TO ICE MACHNINE AU70 SHUT - OFF VALVE ABOVE CEILINII FRYERS BY ICE MACIDIE INSTALLER (TYP.) AC FURMSIE"D BY MECHANICAL CONTRACTOR (160 Me") CONNECTION TO VW EVAPORATOR UNITS REcFnrE (1160 M�1 (100 MOH) 20 BY as INSTALLER (TYP.) PITY OF n XMI A 1 w ON RooF (160 MOH) 22A W N.F. N.I.C. K MACHINE EXISTMG GAS METER; 20 EVAPORATOR EVAPORATOR ICE CENTER VERFY METER CAPACITY VA TO MEET NEW LAD � NEB QAS PM (w.) REQIN I. COMPLETE NIB SYSTEM, I4CLUDINC REF RATION E ourr�MIENT, 1. Y 10 4,?A I NM REFIIN MW ETC NIL.L K FACTORY INSTALLED BY MD UNIT, ICE MAQW4E AND T L"m 2. REFI�RANT DATA. T MMMNUFAC1tAlER. VALL BE PROMDED AND INSTALLED BY ICE MACN� INS I UM SELF SERVE - !.S/ R 404A P ERM/ -- DIRT LE 2. AEFIpOF�tANT DATA oravE -TIM1U - 120 R4o4A �4P T 'AND NIC - IREAR F USED - 1 20 R404A SAL � - � R404A R404A 2. ul�s SMALL ®E M9w►TED AND S'I�D PER ( Rf 4UIR MAIwAA< BY ICE We" no um fp 3 aAS aoM�rac vl� urr NO SCALE ups NO SCALE I= MA W LIIIIM sc*►rc No scAIE ... ..Ih1`U. ,..- .....,., ._....n....w»..r,. .. —. -. T . v .« .....- -...try . - •.M. _ .,. _. .. - .,, • S • All O«AR11n1ENT 8330 N" AVENUE SAN DIEGO, CA 22123 1999 Jock in the Box Inc. of 459 b on so bw owl w 080w or rwww dates RELEASE: AUG. 5 2002 PX(J8 ONLY1 . 05 12 - - PERwMT: 1/12/04 M. TK* revisions p WEALTM MPT. REV. 2/o3�io� ® Own REVISIONS 0 0 0 Q► O i CL: �. 0 6Z .. U.J M �W LLj X: Cie w 0 U. < ul 0 P0 0 to PC � W D' s s 10 04 A.E. PROJ. NI 23098 site information W TYK.- CONVERSION ,AB # 8365 ADDRM- 3742 S. 144TH STREET TUKVNL.A, WA DRAWN BY: A. NN, SH SCALE: NO SCALE kl1w W r r ♦ N It wt O NIPPLE WTH 11r AND BLADDER TANK COPPER PIPE STU -OUT / BIIEAKEIt #11A C 3/4 BALI. VALVE A 1 /Z' ORAMI VALVE B ICE MAKER FEEDER C 3/4' BALL VALVE I�NI( "ESt r C 3 4' COPPER TO C0171EE 1 • D SYSTEM TUBING BUNDLE SHALL CONSIST REAR ICE OF THE FOLLOW O�I�ARTNAM NOT WA DISP. AND FU Sat 1/2' Tubing C 1 /2 0 SV LEX TUBING PATTY STAGER. FPM F CW to ssN ww drink machine (MATER SYSTDtI (TVP.) CONTINUATION REFER 70 P&& Carb. water to velf -mw drk* machine 9330 BALBOA AVENUE + Cet. water to telly -eerve drink mochirw SAN 9 123 Carb. water to D.T. drink i I e 4T d FCW k» n to o _ _ D w A Carb. water to D. Tr drink machine ©1 999 Jodi in the Box Inc. �.� OUT o MocANw s WAITER BO OSTER SY STEM �1a 0170 W s 1 W T T.n 3 CMI T. +aohina �ti... oral �.asooa d - fors to self serw/b.T. COARSE WAWA FILTER EVERPURE 1p( -10 l�P - � =4110t= a �r Sao, w WT 1 • 1 • SW* �Itl�o�t Ib 1KwAo�rr WN68 evimt. C REDUCED D 3 1r 1REIITED F CW to self -srw Ice rood" BACKFI.OW SERVE Additional 3/R" Tw" .r , ICE MACH14E Carbon Dioocido to noodth IMTN MOUJNNTING BRACKET � VA Spa � n IERED TED SIMTipH-OVER E 002 LMS D Tn only` -�i dates I ICE MA�� No sIKrI be made above oaiYp. FILL alt VENT LINES; p P� WQGE (TYP.) 2. Mater Booster System " be sat to RELEASE: AUG. 5, 2002 D 1% MIAIgR start at a0 pai9 and cutout at 100 pang .,, water prrssure. P.M.(�AB ONLY): MI5 12-31-02 EXTERIOR WALL 0 PRES A REGULATOR The 16-WW sand shall s be 1 12 04 � ed in al rated and run ,abo T. =h� 1W F FILL BOX p PRESSURE REGULATOR that � the S al p to the Drink Ma- J SET AT 65 PSiG oayin9 >�P BV $ 6' REFER IO ARCH chhea by the Bevera9e Contractor. SELEC70 DWGS D 1 Y CARBONATED WATER TO 4. Beverage contractor shah oornpletely SA6 lines CONSTRI)C110N: FILTERS BULK 400f CO2 G)TANK d a VE -TFNtU ORNC DISPENSER on of w�orlc. PUMPS & p 3/g' 7UlWG -- S` Beverap contractor " provide and install all FgVIS1011S D 1//2' CARBONATED WATER TO ar� 9 *= GC providstl ball vrolws. CARB()NIATnRS 3/8 QUACK - CONNECT SELF-SERVE DRINK DISPENSER FITTING FOR FUTURE Q TOP OF SYRUP RACK AT CO2 BOTTLE BOTTOM +78r (4r=6W*7brH) NrIF Q VAII i 0 SYRUP PUMPS (TV.) D CARBONATORS 0 3/8" TO SHAKE MACHINE LEGEND: BREAKER OD 3/8» MW WN BUlL PREVEI+ITER D S (OUT'S�E BUICL,E) WATER (TYP.) A G.C. PROVIDED, BEVERAGE CONTRACTOR SHALL 0 SYSTEM DRAIN PRESSURE INSTALL AID MAKE FINAL CONNE C71ONS. 0 REQJLA7ORS D AU1nMAT� BAG D, OWNER PROVIDED, BEVERAGE CONTRACTOR SHALL SELEC7IDR (TYP OF 3) INSTALL AND MAKE FINAL COINICTIONS. DRAIN c G.C. SHALL PROVIDE, INSTALL AND MAKE FINAL . WIL rt COINNE • ILI TO H.D. FLOOR 11 pG ! M LEVEL Ax D BEVERAGE CONTRACTOR SHALL PROVIDE. INSTALL AND MAKE FINAL CONAIECTIONS. c• 0 SYRUP LINES .. REFER TO DETAIL 2 TO DRINK D , S E CO2 CONTRACTOR SHALL PROVIDE AND INSTALL FOR PIPE SIZES � � 3/8' now (TYP.) CO2 TANK MTN FN.L AND VENT LIES. N D SPARE 3/8" TUBES IT - . $ W @SYRUP BAG I THE Box (TV) (ONE OUTSIDE BUNNDLE, F OWNER PROVIDED. G.C. SHALL INSTALL CL $f n $t z5 ONE PART OF BUNDLE) • ► - COORDINATE EQUIP. DIMENSIONS 2 FILTERED WATER AND SYRUP LINE SCHEMATIC No SCALE alt LOCATIONS W/ K1.1. V 06Z -COORDINATE SPACE DIMENSIONS W/ A1.0 ALL WEATHER WENT CAP NQZE:, • i 4 HIGH POURED CONCRETE PAD; SYRUP 4:* ALL AROUND CLEANOUTS 1. FOR W.H. ROOM r RAC( FLOOR GRADE VENTILATION SEE ARCH. t4f) LEVEL FLOOR PLAN AND EXT. ELEVATIONS, ~` LU LL M M AND C.W. PM � M nor - o�►� .M M 2. H . W . N r SHALL BE BODED WALL BAND N , W TO BLDG. ELEC. GROUND 1 WATER MTRATKIN SYSTEM ISOMETRIC DIAt3RAM NO BY E.C. REFER TO ELEC. LAG BOLT AND tw �■ NOTE: SHEET5 SEAL TO ALL COVERS SHALL BE 3. INSULATE Hw alt CW PIPES PARAPET WALL O rN4 UJ SCREYIED 0001 TO EXPOSED IN YIN ROOM. 16 GAUGE GALVANZED $ V BALL VALVE TYPICAL PLUG VAIN TAMPERPROOF STRAP --ON AQUASTAT SET ANGLE IN V SUPPORT W ad (S.O.V.) MOUNT SEA BUNDLE AT CEILING HEAD SCREW . TO WALL (TYP.2) HORIZON 2 HEA TM 7EMPER�An� LL_ < U" »,24 CO SOLDER AFL AROUND m � • � CEILING FLASH PENEIRA7M 0 � THROUGH ROOF STORM CO PC 0 ROOF aD Z 1 CW SUPPLY P PLUG ROOF STRUCTURE (TYPAL) --- RE(�RCl1LATIONI PRESSURE REDUCING VALVE VILKW Y 500 PSBR WITH ROOF INSULA710 4 22 GAUGE SLEEVE SOV(TyP.) STRAINER ALL BRONZE SET AT CHECK VALVE(TYP.) TYP. 2 CLEAR ALL AROUND 80 PSI DISCHARGE 1 C.NL INLET DOUBLE WALL TYPE B FLUE 3 71111 -WAY CLEANOUTS TO GRADE (�300) NO SCALE 6 RECEIVED !sue rrrY OF TI AWII A INSTALL PRA REDUCING STATION VALVE IISSEMBI.Y 1MNEN STREET PRESSURE 1' H.W. OUTLET EXCEEDS 80 PSI. 4.4 GAL EXPANSION f- ; r t 1 9 • SYRUP LANE BUNDLE CAST OM CLEANIOUT TANK. STRAP TO ij -�' VAIN COVER FOR ADJA(ENIT WALL PERA47 CENTER EIS 8 10 04 COVER FINISHED FLOOR DUTY REQUIRED. TEMP. do PRESSURE A.E. PROD. NO.: 23098 3 PRESSURE REDUCING VALVE NO SCALE 4 SYRUP LINE BUNDLE No 4 ! �( ) � VALVE . HIGH POURED CONCRETE PAC: site Infof7matlal Ci.EANOIJT PLUG 4" ALL AROUND G.EANOUTS (ASIA RATED) WOOD BLOCKING � DIELECTRIC MK TYPE: CONVERSION BAWC TYP. CONNECTION "KE7 WATER WATER ANCHOR PLATE rNTH SELF SHORT LFNGTH -- SAME SIZE SEAR 3/4' GAS LANE EARII�IOUA1� STRAP A � 8365 TAPPING BOUT AMR -CON D17K NG UNIT OF CAST RON IN EXT. WALL PIPE UP TO 4 DIA. BY QQ ADS ss CLEANK)U�T BOX SHALL BRACE UNION OOMIECTION WIN CLEANOUT BE FREE PE LAS OF (TYP. OF 2) WALL MOVE VAIN THE SETTLE- � / NO-HUB �T � G TO DR � OF 3742 S 144 STREET VENT MEINT OF 7W GRADE 1 BENS. ( ) VActAm BREAKER USE � TYPE 3/4 GAS OWING wtt�TURN s TUKMALA WA WE PLAN FOR CONT. DOW TO 6 ABOVE 39 �4�pER� F�OOT NM �LOFIG SI�EP em � OAIECTION OF FLOW C OCK ' FAD GRADE � "ON COIIA�CTION TO FLOOR SW AND SIIRMG (TV) a DIRT � aF WALL BY: �. SEA NN, �+ R. LEG APPIJCABL,E SCALE: WK DRAIN VALVE �-� � M W 9W FAUCET ES C11TCHEON FMIGH 4 z MI iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiillllllI OR )L WATER LAS P -gyp I i CRAM FIT. FLOOR SE S AND SEPARATE p 1110- =w9w -p 40000 ""' PERMIT AND 7 KoCiaN 1 DUAL 010 SCALE a AC um oaNV��►TaN LM No SCALE OOWAMY Cl NO�rr TO 010M 1110 sm i o r aoR FLOOR Ci Wr No SC U 11 wATae MATM AL E ED �... �„ .. .ri. ►. -., M• - .. �,..,...r+.. _... .. ...- ... .., .. . „ r... -... • .. _. .. - . .. „ .. ... ....._.... ..... . -... .. ...... --.. ............_. ... _ -._ ... ...... _. _._ ..�..- ....... ... _« ..,..._+..�. ...... .... ....w. ...... .�. «.r +....�.... .. .....�.. ... .... ... ,...w�� .r+.. w. r+ r. + n. rri....- .....�.rw +....•�w.wr. ..wu...n. �+..+Mr�+._wn +.r,.. - ..� ....... ........_ _.. _ -.�« +. • 9 i r - YtC11ANICAL SYm06i AIID NEW META. DUCTWIM ® MWLY at Ou"M AMR DUCT ® RERM AMR DUCT EXHAUST AMR DUCT DUC1MpRI( TRAIN,WIION DUCTWN0IRK 1RAN9110N- IRECI'ANOULAR TO MROLM N(om RUSE IN DUCTWORK i jL i:� INCLINED mw IN ouCram SUPPLY DUCT ELBOW UP OR DOWN RETURN DUCT ELBOW UP OR DOINM �:u Uzi EXHAUST DUCT ELBOW UP OR OONM - �14 DUCT ELBOW MATH FIXED TURNING VANES �- ROUND SPIN-4141 W"M DAMPER FLE MI DUCT CONNI .W.IUK FIRE DAMPER OOM NVATiON FIRE/SMOKE DAMPER VOLUME DAMPER FLEXIBLE DUCTWORK SUPPLY DIFFUSER RETURN GRILLE EXHAUST GRILLE NOME THIS PR"CT MAY NOT USE EVERY Sti1N6fJL OR DEVICE APPEAIRIIG ON 11415 LEG". 1100lrTi0' #A C0011 low uw •C"Mm" FLOW FLOW OAT r tsm-p EAT TOTAL S ISRL.E M R FUEL. INPUT OUTPUT Z MOTOR I E ;a, 1T GAS I (cFM) (CF�M) (► .VM) (TW/we) (8TU/MRR) (DIU/►+R) (etu/NR) (e TU/w+R) HP TARNPW rlplwy�lq 3400 110W 95 0.75 0�4L.0=00 Z DH1Z0 4000 1 t0 1 000 11.0 NINA 1 000 144 3.0 FU11 KNISH r HIGH FACTORY FABRICATED FULL INSULATED ROOF CURB. SET MAMMMMJM OUTSIDE AIR AS SPECIFIED ABOVE. OUTSIDE AIR DAMPER SHALL FULLY CLOSE ON UMIT SWIDOMN. UNITS SHALL HAVE 5 MINUTE THE DELAY ON COMPRESSOR RESTART. UNITS SHALL HAVE MODULATING ECONOMIZER WIN SINGLE ENTHALPY CONTROL UNITS SHALL HAVE FACTORY MAOUN IM AND WIRED DISCOI INIECT SWITCH. UNITS SHALL HAVE FACTORY INSTALLED PHASE LOSS PROTECTION. 7 AC -1 SHALL HAVE BAROMETRIC RELIEF' DAMPER. AC-2 SHALL HAVE POWER EXHAUST. UNITS SHALL HAVE FACTORY MOUNTED SUPPLY SMOKE DETECTORS. PROVIDE REMOTE AUDIBLE ALARM WHERE REQUIRED BY CODE. TO COORDINATE PURCHASE AND DELIVERY OF ROOFTOP UNITS CONTACT LLOYD PIKE • YORK: PHONE 914- 279 -06750 FAX 918 --431 -6072. EMAIL Noy&p&e•rork.can. 0) ROOFTOP UNITS SHALL BE PURCHASED BY THE CONNTRACTOR THROUGH MACK --IN- THE -BOX NATIONAL AC=JNIT. CONTRACTOR SHALL INCLUDE COSTS FOR EQUIPMENT. RECEIVIM HANDLIKA, STORAGE (IF REQUIRED HOISTING, INSTALLATION, AND STARTUP OF IM ROOFTOP UNIT'S. CONIRACTOR'S RESPONSK'lILJTIES SHALL ALSO INCLUDE WARRANTY ADMINISTRATION. EXHAM FAN SCHEDULE ARK ARK ROOF MOUNTED D*IAUST FAN MODEL PERFORMANCE DRIVE C1cLMG MOUlM EXHAUST FAN ELECTRIC& 0-LINE CABINET FAN 00 APPRO I 1 ROOFTOP UNIT AIR E)ff. FAN SORES THERMOSTAT FAN TEMPERATURE SENSOR 0 H SENSOR Q) AMA SMOKE OlMCTOR FUEL DUCT SMOKE DETECTOR --�1 CoNNEcT lro SQUARE CONE SUPPLY DIFFUSER PER PLAN 24 X 24 DIFFUSER DESIGNATION AMID CFM c�M SPEED ® PIAMI NOTE DESIGNA110N TUTUS REVISION OESIGM710N ! MECHANICAL EQUIPMENT DESIGNATION AFF ABOVE FINISHED FLOOR 800 BOTTOM OF DUCT BHP BRAKE HORSEPOME'R BTU BRITISH IN MEAL. UNIT BTU/W BRITISH 71HERMIAL UNIT PER HOUR CFM CUBIC FEET PER MINUTE DO DRY BULB EAT EINIERING AIR TEMPERATURE ESP EX7ERNIAL STA11C PRESSURE FOB FLAT ON BOTTOM FOT FLAT ON TROP FPM FEET PER MINUTE HZ FREQUENCY LAT LEAVING AMR TEMPERATURE NC NOOSE CRITERIA OSA OUTSIDE AMR PD PRESSURE DROP PSI POUNDS PER SQUARE INCH TsP TOTAL STATIC PRESSURE RH NRMIATIVE HUMIDITY TTP TYPICAL uc UNDERCUT NCC WATER COLUMNM ve VIET BULB 3 NOME THIS PR"CT MAY NOT USE EVERY Sti1N6fJL OR DEVICE APPEAIRIIG ON 11415 LEG". 1100lrTi0' #A C0011 low uw •C"Mm" FLOW FLOW OAT r tsm-p EAT TOTAL S ISRL.E M R FUEL. INPUT OUTPUT Z MOTOR I E ;a, 1T GAS I (cFM) (CF�M) (► .VM) (TW/we) (8TU/MRR) (DIU/►+R) (etu/NR) (e TU/w+R) HP TARNPW rlplwy�lq 3400 110W 95 0.75 0�4L.0=00 Z DH1Z0 4000 1 t0 1 000 11.0 NINA 1 000 144 3.0 FU11 KNISH r HIGH FACTORY FABRICATED FULL INSULATED ROOF CURB. SET MAMMMMJM OUTSIDE AIR AS SPECIFIED ABOVE. OUTSIDE AIR DAMPER SHALL FULLY CLOSE ON UMIT SWIDOMN. UNITS SHALL HAVE 5 MINUTE THE DELAY ON COMPRESSOR RESTART. UNITS SHALL HAVE MODULATING ECONOMIZER WIN SINGLE ENTHALPY CONTROL UNITS SHALL HAVE FACTORY MAOUN IM AND WIRED DISCOI INIECT SWITCH. UNITS SHALL HAVE FACTORY INSTALLED PHASE LOSS PROTECTION. 7 AC -1 SHALL HAVE BAROMETRIC RELIEF' DAMPER. AC-2 SHALL HAVE POWER EXHAUST. UNITS SHALL HAVE FACTORY MOUNTED SUPPLY SMOKE DETECTORS. PROVIDE REMOTE AUDIBLE ALARM WHERE REQUIRED BY CODE. TO COORDINATE PURCHASE AND DELIVERY OF ROOFTOP UNITS CONTACT LLOYD PIKE • YORK: PHONE 914- 279 -06750 FAX 918 --431 -6072. EMAIL Noy&p&e•rork.can. 0) ROOFTOP UNITS SHALL BE PURCHASED BY THE CONNTRACTOR THROUGH MACK --IN- THE -BOX NATIONAL AC=JNIT. CONTRACTOR SHALL INCLUDE COSTS FOR EQUIPMENT. RECEIVIM HANDLIKA, STORAGE (IF REQUIRED HOISTING, INSTALLATION, AND STARTUP OF IM ROOFTOP UNIT'S. CONIRACTOR'S RESPONSK'lILJTIES SHALL ALSO INCLUDE WARRANTY ADMINISTRATION. EXHAM FAN SCHEDULE ARK ARK MODEL MODEL PERFORMANCE DRIVE PERFORMANCE ELECTRIC& ACOES90RIE5 SERVICE APPRO SERVICE REMARKS AIR E)ff. FAN SORES WOLTS • FAN AIR I MANUFACIURER FAN I TYPE TYPE FUEL INPUT WEIGHT IUS -AA SQUARE CONE SUPPLY DIFFUSER PER PLAN 24 X 24 FLOWN STATIC SPEED FLOW STATIC SPEED TUTUS (BTU/HR) MOTOR (LBS) 1 P x 12 (LBS) IMM11E C30 RESULYIIG C METAL AIRE HINGED FACE EXHAUST GRILLE w RPM INAROW GAS 140 HP 1350 1 MOODS 1 AND 2 METAL AIRS 1 CAPTIVE AIRS 1 CENTRAL BLOWER RE -15 CURB MOUNTED GREASE EXHAUST BELT 1885 0.75 1366 -- 20d 1 DS 4) TO COORDINATE PURCHASE AND DELIVERY OF EXH/Ir1UA CONTROL PANEL CONTACT DOWE RHIOOM O SUI*EMlE FAN: PN10NE 909- 849 -6778, FAX 909 -849 --7091 350 HOOD 1 2 CENTRAL BLOWER RE -15 CURB MOUNTED GREASE EXHAUST BELT 1310 0.75 1276 -- 208 1 DS NOTES: 350 HOOD 2 3 i NNECK G095 -00EX CURB MOUNTED CENTRIFUGAL DIRECT 500 0.38 1300 9.0 120 1 BD 25 TOILET ROOMS 3 -SPEED MO SWITCH PER ELEC 544 ACCESSORES: BS-BW SCREEN!, BD- BACKDRAFT DAMPER. DS- DWONNECT SWITCH, IBC-- PREFABRICATED VENTILATED ROOF CURB, SC -SPEED CONTROL NOTES: 1) EF -1 AND EF -2 SHALL HAVE MINIMUM 1 HIGH CURB. HIN1GED FAN HOUSING, DISCHARGE SCOOP, AND GREASE RESERVOIR. 2) ACCEPTABLE ALTERNATE MANUFACTURERS FOR EF - 3 INCLUDE IMiEENHECK AND PENN VENTILATOR. 3) TO COORDINATE PURCHASE AND DELIVERY OF KITCHEN EXHAUST FANS CONTACT DAVE PETERSON OR ELMNOR BUCK • CENTRAL ROAM PHONE 1- 800 - 473 -3182, FAX 626-- 334 -9406, EMAN. inf 4km trdbky w.Dom. 4) K17CH N EXHAUST FANS SHALL BE PURCHASED BY THE CONTRACTOR THROUGH ,,LACK -IN- THE -BOX NATIONAL ACCOUNT. CONTRACTOR SHALL INCLUDE COSTS FOR EQUIPMENT. ECEI HANDLING. STORAGE (IF REQUIRED). HOISTING,, INSTALLATION, AND STARTUP OF THE KITCHEN EXHAUST FANS. CONTRACTOR'S RESPONSIDIU71ES SHALL ALSO INCLUDE WARRANTY ADMNIMA71 NI. H"TW MAKEUP AIR UNIT SCHEDULE ARK MANUFACTURER MODEL TYPE PERFORMANCE MANUJFACIURER ELECTRICAL GAS HEAT APPROX. SERVICE REMARKS FINISH NC ACCESSORIES 0 WEIGHT O +1280 AIR EXT. FAN Z FAN FUEL INPUT OUTPUT IUS -AA SQUARE CONE SUPPLY DIFFUSER PER PLAN 24 X 24 FLOWN STATIC SPEED 0 MOTOR 1 HP TUTUS (BTU/HR) (9TU/NR) (LBS) 1 P x 12 SURFACE IMM11E C30 RESULYIIG C METAL AIRE HINGED FACE EXHAUST GRILLE 208 0.5 INAROW GAS 140 140 1350 1 MOODS 1 AND 2 METAL AIRS 1 CAPTIVE AIRS NHMUAI -G10 DIRECT FIRED GAS 1280 0.75 1150 NOTES: 1) MUA -1 IS FU FO411 ED AND INSTALLED BY CONTRACTOR. 2) FURNISH AND INSTALL EXH/bMUA CONTROL PANEL. CONTROL PANEL SHALL INCLUDE MOTOR STARTERS FOR EF-1, EF -2. AND MlUA -1. TERMINALS FOR ANSUL SHUTDOWN. AND INTERI.00IC CONTACTS FOR AC -1 AND AC -2 TO START/STOP RTU SUPPLY FANS. 3) MAKEUP AIR UNIT AND CONTROL PANEL SHALL BE PURCHASED BY THE CONTRACTOR THROUGH „LACK -IN- THE -BOX NATIONAL ACCOUNT. CONTRACTOR SHALL INCLUDE COSTS FOR EQUIPMENT. RECEIVING,, HANDLING, STORAGE (IF REQUJIRED), HOISTING, INSTALLATION. AND STARTUP OF THE MAKEUP AIR UNITS. CONTRACTOR'S TES SHALL ALSO INMUDE WARRANTY ADMINISTRAIM. 4) TO COORDINATE PURCHASE AND DELIVERY OF EXH/Ir1UA CONTROL PANEL CONTACT DOWE RHIOOM O SUI*EMlE FAN: PN10NE 909- 849 -6778, FAX 909 -849 --7091 5) IUD COORDINATE PURCHASE AND DELIVERY OF MAKEUP AIR UNITS CONTACT JOHN 94M O CAPTIVE AIRS: M40NE 1- 800 - 326 -3509, FAX 602 -928 -6811, EMAL tiveaUe.oarn. GM ' r-. AHD SCHEDULE 1 1060 2340 3400 ARK MANUJFACIURER MODEL TYPE NECK SIZE FACE SIZE FRAME FINISH NC ACCESSORIES 0 1280 O +1280 L" X Wl L'' X TYPE I LAY-4N O 1885 -lees A TUTUS IUS -AA SQUARE CONE SUPPLY DIFFUSER PER PLAN 24 X 24 -3 WHITE <30 0 8 TUTUS TMS -AA SQUARE CONE SUPPLY DIFFUSER PER PLAN 1 P x 12 SURFACE IMM11E C30 RESULYIIG C METAL AIRE RHH HINGED FACE EXHAUST GRILLE 1 (f X 10 1 X 12 SURFACE WHITE <30 OBDO STR D METAL AIRS IRNH I HNGED FACE REYURN (IZILLE 46" X 22" 1 4ir X 24C LAY -IN WHITE 1<310 TUTUS 130OFS ISIDEW SUPPLY REGISTER X4" HOW 1JURFACE IWH17E 1<30 DOD ACCESSORIES: OBD- OPPOSED BLADE DAMPER, SIR- SQUARE TO ROUND NOTES: 1) ACCEPTABLE ALTERNATE MANUFAC'T'URERS INCLUDE CARNES, KRUEGER, METALAIRE, PRICE, AND TUTTL.E & BAILEY. AM BALANCE SCFIE'ouLE T OU75DE RETURN SUPPLY EXHAUST BUILDING Aft FLOW AIR FLOW AIR FLOW l (CFMl) AIR FLOW l (CFM ) PRESSURE l( CFM) I M) 1 1060 2340 3400 O +1060 -2 1655 2345 4000 O +1655 A -1 196 0 1280 O +1280 -1 0 0 O 1885 -lees -2 0 0 0 1310 -1310 -3 0 0 0 500 -500 TALS 3995 4685 !!680 3695 RESULYIIG BUILDING PRESSURIZATION CFM +300 OVERALL BUILDING PRESS'UJRIZATION SHALL BE APPROXIMATELY o.asr W. C. POSITIVE. ® c«+.rlal /Mwi a. oa oontr+o oW " bid this por%m of ft VIM HMAC .off peckW -"° W rc u . rft ggr oxh&.* fang, rnola. -up & fan, and " exhowt/wl*& -up ombal pa" @W be o nalOW wount � by JIM wM t�bo..a reepodM. ❑ National Air *eftnw (NNAS) shah prwiide " oomplsb HYAC sjst•n+ W go** drw The HYAC equiprr+.nt pook"o HVAC ulft Pease fora, mdo -up air fan and ft axhou*/moIw up ak oonrtnol P" sfrvM bo prowiidsd by MATS. 4 o. EI GiY C OM NOS I MW 1) THERMOSTATS SHALL BE A 7 DAY PRO TYPE NTH A 5 DEt W DEADN ID AM AUTOMM SETBACK CONTROL PER 1412.2 Wlr<ASNIIIGION STATE ENERGY CODE. 2) HVAC EQUIPMENT SAL MELT THE MINIMUM DOW EFFI(;EEIM!"I'V' PJUMIGS PER TABLE 14-1, 14-2 AND 14-3 OF THE STATE ENERGY CODE. 3) DUCE MEUAIION AND SEMMiG SHALL MEET CHAPTER 14 SECTION 1414 REQIEMENTS. 4) SUPPLY AND REIURN DLIi,'TS IN SPACES SHALL BE NNSULAIED TO MIA. R -7. ROOFTOP H14AC DUCTWORK SHALL HOE A WEATHER NARRER 5) SUPPLY AND RERM DUCTS IN ooNDII SPACES SMALL BE INSUMIAIED TO MIN. R3.3. 6) PIPING INSULATION SHALL MEET THE 11LOUR El IENTS OF w�sNIINCT+oNN STATE ENNERGWr CODE TABLE 14 7) BUILDN6 COMPLIES PER WSEC CLMnATE ZONE 2 - OTHER FUELS, ELECTRIC RESISTANCE HEAM IS ON ALLOWED. RECEIVED (' V PF Ti IKYWI A PERMT CENT SEPARATE PERMIT Nyp A!'PROYAL �QU�a • • 40 I W!!r4T I 9330 BAIMA AVENUE SAN DIEGO, CA 92123 0 1M Jock in the Box Inc. Thee dr+a awl Ve end speeiAootion ev . of ��w...�bw eM Mt M esoul w rWedmea/ rlMeat TMs prwv s loww" r+ oast dates RE1fM AllG. 5, 2002 PX(A 01Vy. J5 12, 31—_02 PERMIT: .--1 12 O4 W. CM7RIIC7ION: revisions ® PRO101wE REV. 10 0 .... r . _ , 0 r�► r a sw i g r ♦ a ��• Z �. F� •.• � W (j III �W W= .,� Q O� w LLM < ul 44 a tw PM r r / i ors 8/1 2L(!4 A.E. PROJ. NO.: 23098 site information W TYPE: CONVERSION ,AB f 8365 ADDRESS: 3742 S. 144TH STREET TUKVNLA, WA DRAWN BY: A, NN SH SCALE: MECHMrv#1 SC ■ t r � I A 1 • • 1 GENERAL NOTES I. CONTRACTORS AND SUB - CONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE MARK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET. 2. COORDINATE WITH THE WORK OF OTHER SECTIONS. EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER. AND WITH TIME CONSTRAINTS OF THE CONDITIONS OF THE PROJECT SITE. PROVIDE DUCT RISES AND DROPS AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK. 3. DRAWINGS FOR HVAC WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION. TYPE, LAYOUT. AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE DUCTWORK. CONNECTIONS, ACCESSORIES. OFFSETS, AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM. 4. TO THE FULLEST EXTENT POSSIBLE. TRUNK DUCTS SHALL BE ROUTED BETWEEN THE TRUSSES, SUCH THAT THE BOTTOM OF THE DUCT IS ABOVE THE ELEVATION OF THE BOTTOM OF THE TRUSS. BRANCH DUCTS To DIFFUSERS SHALL BE ROUTED THROUGH TRUSSES. 5. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL FEDERAL. STATE AND LOCAL CODES AND ORDINANCES. S. FLEXIBLE INSULATED DUCTS SHALL BE MAXIMUM W -0" LONG AND SHALL MEET INSTALLATION AND MATERIAL REQUIREMENTS OF LOCAL CODES. 7. MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH AS -BUILT DRAWINGS, ALL EQUIPMENT SHOP DRAWINGS. INFORMATION ON THERMOSTATS. CONTROL MIRING DIAGRAMS AND OTHER PERTINENT INFORMATION AT COMPLETION OF PROJECT. S. PROVIDE DUCT INSULATION ON ALL DUCTS. DUCTWORK WITH INTERNAL INSULATION DOES NOT REQUIRE EXTERNAL INSULATION. 9. ALL BRANCH TAKE -OFFS SHALL BE PROVIDED WITH VOLUME DAMPERS. FOR HVAC SUPPLY AIR AND TOILET EXHAUST DUCT SYSTEM. 10. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE TEMPERATURE CONTROL SYSTEMS TO INCLUDE: PANELS. MODULES, RELAYS. WIRING, THERMOSTATS. SENSORS, DAMPERS, ACTUATORS AND ALL MISCELLANEOUS ITEMS AS REQUIRED TO FULFILL THE DESIGN INTENT AS INDICATED ON THE PLANS AND IN THE CODED NOTES, 11. TRANSITION SUPPLY AND RETURN AIR DUCT DROPS IN THE ROOF CURB PRIOR TO PASSING BETWEEN THE ROOF TRUSSES. 12.CONTRACTOR SHALL FIELD COORDINATE AND MAINTAIN ALL REQUIRED EQUIPMENT CLEARANCES AS RECOMMENDED BY THE MANUFACTURERS, MECHANICAL KEY NOTES Q DUCT TO ROOFTOP UNIT, SEE SHEET M -3 FOR CONTINUATION, ROOFTOP UNIT LOCATIONS/INSTALLATION NOTES. PROVIDE FLEXIBLE CONNECTORS ON THE SUPPLY AND RETURN AIR DUCT CONNECTIONS. PROVIDE DUCTWORK AND AIR DISTRIBUTION DEVICES AS INDICATED ON THE PLAN. REFER TO AIR CONDITIONING UNIT SCHEDULE FOR ADDITIONAL REQUIREMENTS. Q FACTORY MOUNTED SMOKE DETECTOR INTERLOCKED TO SHUT DOWN UNIT ON DETECTION OF SMOKE. SEE SHEET M -3 FOR LOCATION. Q PROVIDE ROOF MOUNTED EXHAUST FAN AND CURB. REFER TO EXHAUST FAN SCHEDULE FOR ADDITIONAL REQUIREMENTS. �4 PROVIDE ROOF MOUNTED GREASE EXHAUST FAN AND CURB. REFER TO EXHAUST FAN SCHEDULE FOR ADDITIONAL REQUIREMENTS. PROVIDE 16 GAUGE CARBON STEEL GREASE EXHAUST DUCTWORK WELDED LIQUID TIGHT. © INSTALL OWNER FURNISHED GREASE EXHAUST HOOD. SUPPORT HOOD PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. TRANSITION FROM HOOD CONNECTIONS TO DUCT SIZES SHOWN. PROVIDE MAKEUP AIR UNIT. PROVIDE FLEXIBLE CONNECTOR ON SUPPLY AIR DUCT CONNECTION. SEE SHEET M -3 FOR LOCATION. REFER TO MAKEUP AIR UNIT SCHEDULE FOR ADDITIONAL REQUIREMENTS.. TRANS. TO UNIT OPENING AS REVD. PROVIDE THERMOSTATS AND MOUNT AT 54" AFF, ABOVE LIGHT SWITCHES. THERMOSTATS SHALL BE HONEYWELL T730OF WITH 07300A LON SASE. O PROVIDE REMOTE TEMPERATURE SENSOR. SENSOR SHALL BE HONEYWELL T7047G. MOUNT AT 60" AFF. ® PROVIDE REMOTE TEMPERATURE SENSOR. SENSOR SHALL BE HONEYWELL T7047G. MOUNT IN RETURN AIR DUCT ABOVE RETURN AIR GRILLE. 16 "X16 COMBUSTION AIR LOUVERS (BY OTHERS) IN DOOR AND IN WALL ABOVE DOOR. REFER TO ARCHITECTURAL DRAWINGS. INSTALL PER UMC CHAPTER 7. 1 HOUR GREASE EXHAUST CHASE. REFER TO ARCHITECTURAL DRAWINGS. PROVIDE CLEANOUT AT HEEL OF ELBOW AND CHANGES IN DIRECTION. NOT USED. BALANCE SUPPLY TO 525 CFM TO HOOD 2. BALANCE SUPPLY TO 755 CFM TOTAL TO HOOD 1. DUCT MOUNTED DISCHARGE AIR THERMOSTAT. Q PROVIDE REMOTE DUCT DETECTION SIGNAL ALARM FOR EACH AC UNIT (AC -1&2). UNIT TO INCLUDE ALARM LED. ALARM HORN, TEST, REMOTE TEST, AND RESET FUNCTIONS. INTERLOCK WITH RELATED DUCT SMOKE DETECTOR. PROVIDE 24V POWER WIRING FROM DUCT SMOKE DETECTOR IN ACCORDANCE WITH DIVISION 16. �1 PROVIDE 5" TYPE "B" VENT FOR 98,000 BTU/HR WATER HEATER. OFFSET AND EXTEND UP THROUGH ROOF W/LISTED CAP, TERMINATE PER UMC SM. ELECTRIC UNIT HEATER FOR FREEZE PROTECTION, SEE ELECTRICAL DRAWINGS. 12X22 DN BETWEEN JOISTS TO ABOVE CLG .11 _ � � j •A ; r I TOP OF! IDUCT 2 IN JOIST ' 4 i � A ` 545 4� r I A N 12X16 DN BETWEEN JOISTS TO ABV. CLG 1! 40V 116% 400 Oro 12"0 OFF BOTTOM OF DUCT RETURN DUCT DOWN TO BELOW SUPPLY DUCT Y i t , X41; f 9 I' ;i •1 �i j z � f c g I RECENED (�� Ti WWN A PEF MT CEMTER SEPARAT PERMIT AND APP ROVAL R EOUfREO M: ARTIiA[NT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 0 1999 Jack in the Box Inc. Thaw drov*w and spool"ftwum o wo " P"w y of jv* In tlt. so Inc and vW not be ocpMd or r - educe t #hwt Re previous witten conewt. dates RELEASE: AUG. % 2002 P.M.(JB ONLY 05 12 -31 -02 PERMPIT'. 1/12/04 M. CONSTRUCTION: revisions 0 W&TH DEPT. Irv. 2�a3/o4 ® 4WI{ER REVI'�.,IONS 2/12/04 0 Q S Ifr1 ~ 0 ` a a 44 -� o CL= 0 6Z pli V � o F- Y W LUX: W w r L1_ �vC U) • F01 Q tw (/1 s 8/10/04 A.E. PROJ. NO.: 23098 site information MK TYPE: CONVERSION ,AB # 8365 ADDRESS: 3742 S. 144 STREET TUKVALA, WA DRAW BY: JW NN, SH SCALE: 1 / 4' = 1 -0" MECHANICAL PLAN M, 2 NO f t 4 • MECHANICAL KEY NOTES (DPWAX ROOFTOP UNIT AID ROOF OURS. WTALL UNT AND GMiB LEVEL TO ENSURE PROPER CONDENSATE DRAINAGE PROVIDE FiEMBLE ON THE SUPPLY NO RETURN AR DUCT PROVK DUCTwOW AND AIR D R 011 ON DEMCES AS MDICAIED ON 1FE PLAN. REFER TO AIR 0001 UNIT SOOM FOR ADDITIONAL REp1IRE�E)I1S 2 FACTORY MOUNTED SMOKE DETECTOR INIERIAWU TO SHUT DOVMI UMT ON DEIEC10 OF SM KL MO WALX --MI Box ROW Mo WM BY 07HERS .. .. _ _.p. ,. .+.- �..., wow„ � „ .,w�,.,,.�..�...:...,......�. ,� .,. ......:��.,.:_.,._.. .. ... ._.. ..._ ... .. .... .. .... ,.. � R. ,.. OgARTir1ENT 9334 BALBOA AVEtINIE SAW DIEGO, CA 92123 019'99 Jack in the Box Inc. 7h... dr�oMringr and .p.aAootion• Wo 1hr Prre�rty of lim ti lac M�a mW dW not be oo0W or rwedwW W MMA Ib We%*M W"un ear4w+t dates RELEASE: AUG. 5 2002 PX(A ONLY): f§ 12-31-02 PERMIT: 1 f 12/04 W. CONS'TR X T10N: revisions L�► ,, HMTH OT. rev. 2/o�/a►� 0ma REIAS a a 0 U z sw i g A o yC! U ��• Z • i F W W= LL. < O tD Ia 9 �C W 8/10/04 A.E. PROD. No.: 23M site information W TYPE: CONVERSION J8 # 8365 ADDRESS: 3742 S 144TH STREET TUK W�ILA, WA DRAW BY: JW NN, SH SCALE: 1147 = V_0 HVA M PLAN M3 RECE WO QTY OF TI IKMF A PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED IM CM Cr ♦ r 3 ��i I 1 X � CFM 34X14 T1fPK`,AL F TS) (TYPICAL FOR 2 UI�NTS) 1 2 34X14 PSI MAINTAIN 36” CLEAR ExHAUST/MUA CONTROL PANEL TYPICAL. FOR 2 MTS) PER NEC MUA 1665 CM 1 DUCTS HORIZONTALLY INTO CLG. IM CFM I X SPACE, SEE SHEET M -2 FOR CONTINUATION SEAL ALL DUCT V 22X24 DN -- - 7 �' 1 M5 CFM GUIDLINES dl � I'�r la7 c 1 2 x1 6 DN N ❑ 24X14 " �' •.. ,.� ^ 2 24X22 /EF\ ICE MACHK 2 ROOF MOUNTED IMNTS — 12X22 DN � � BY O THERS - - a OgARTir1ENT 9334 BALBOA AVEtINIE SAW DIEGO, CA 92123 019'99 Jack in the Box Inc. 7h... dr�oMringr and .p.aAootion• Wo 1hr Prre�rty of lim ti lac M�a mW dW not be oo0W or rwedwW W MMA Ib We%*M W"un ear4w+t dates RELEASE: AUG. 5 2002 PX(A ONLY): f§ 12-31-02 PERMIT: 1 f 12/04 W. CONS'TR X T10N: revisions L�► ,, HMTH OT. rev. 2/o�/a►� 0ma REIAS a a 0 U z sw i g A o yC! U ��• Z • i F W W= LL. < O tD Ia 9 �C W 8/10/04 A.E. PROD. No.: 23M site information W TYPE: CONVERSION J8 # 8365 ADDRESS: 3742 S 144TH STREET TUK W�ILA, WA DRAW BY: JW NN, SH SCALE: 1147 = V_0 HVA M PLAN M3 RECE WO QTY OF TI IKMF A PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED a � ♦ r a �.•y,•,,.,. .. .ran.....,, .. �. �. �.,. ..�.n..r,,...,,... ,,.,,, �..w, ... � ._ ,,., .. _. . ., . �r Aj O�ARIIMKN T 9330 BALBOA AVEIIl1E SAW DIEGO, CA 92123 C 1999 Jack in the Box Inc. 11t di c and opeafficc we we ow forty M J" In ON Mc be OW " rot M c plo/ or npre dmoor rNM�art Ib p+oMouo arlttan oorwr�t- dates RELEASE: AUG. !% 2002 PX(A ONLY: & 12-31 PERI�NT: 1/ 112104 COINSMXTM: revisions 0 0 Q Q d. 0 oil y V • Z C ' � Owl � tJ7 �" W V q I Lu W= .�, Q.) uL. < O be ra 0 �w i arm $ 10/04 A.E. PRO�J. NO.: 23098 site information W TYPE: CONVERSION J8 t 8365 ADDRESS: 3742 S. 1 44TH STREET TUKVkILA WA SCALE: NECHMWoAL • I I It % RA"ED INSULATION CO%V MIO OW ROM DUCT FlEXISLE DUCT CONNECTION UNIT raw � METAL DUCT �. ,A/C 1' X 20 CAU09 oAL V ANIZED SUPPORT 31 W • 1 _ 7,M. OAIrIPER EXHAUST FAN IMtAPPED SWWLY DUCT SEC E FAN BNtO SCREEl1 PROVDE 1/4' 8I1T1fl. GAIN( EACH • I �N� C�OIN�IIER -FLAG BY GEC. SSE OF GASKET M�'DIAIEI.Y BALANCING INTO M'ISIJLAIED iLE�LF DUCT NDLE. LOCK REQUIRED. (I�IMNI Z F'ASIEINNEERS PER :SIDE) --�- � M0"TKNN BY G.C. --- PRIOR SETTING A/C W .PROTECTION PO1�1710N AM YAAI( P'ERMAI�NTIY. SADDLE SQUARE T+0 ROUND ADAPTER (IF REQIX=) SUPPLE`D BY cm W". ED NOW SEAL ALL JOINTS MMdIM�JM 14" HIGH FACTORY CANT SWAP BY G.C. ADD k INSTALLED BY CSC. COLORED I�t'IN DIFFUSER STARTER COLLAR (MOO" 4 FABRICATED INSULATED 1111, 11 11111 ROOF CURB COMPAT>8LE WITH ROOF. ROOFMC IEMAINE a MISUL 110 BY G.C. 1" x 4" ,NAM NA ROOF STRUCTURE NOW& 1) PROVIDE AT FLEXIBLE DUCT CONNECTION METAL OR "PANDIAT' DRAMAND ON THE CELINGI ROOF INSULATION INSULATION M11ERMOR FLEXM DUCT HE11X. SECURE IM INSULATION OVER. THE DRAM BAN0 MATH AN ADDITMONAL DRAMS M. SUPPLY DIF T N 1M SAIAFC£ EXHAUST D UCT D ROP . BACICDRAFT DAMPER FRAME ( FUSER REFER TO PLAN FOR 2) PROME BEADING ON ROUND S R AL DUCT 12" OR LARGI IN DIAMETER. BE MOUNT FRAME SMLAR) DUCT SIZES. 3) PROVIDE MMIMNIM 4' COLLARS FOR ATTACHMENT OF THE FLEXIBLE DUCT TO ROUND DUCT, DAMPERS AND A/C UIiT 11i01NN1NrG CURB FLli ED 4) BAND RIGID ROUND DUCT INSULATION TO DUCT AND PROVIDE TAPE FOR INSULATION BY TECH. Ca�I1RACM (8' IMGH) OVERLAP. ATTIC NN9lIlAT10N LEVIM AM WTALLED BY G.C: 1 I RO M EXHAUST FAH DUAL NOT To SCALE 2 AC UNIT CURB DETAIL NOT TO SCALE 3 DIFFUSER CONNECTION DETAE. NOT TO SCALE REMOTE SEW" N DI510t11NNECT SNATCH REM07E SENSOR VERTICALLY dSCONNECT SNATCH RETURN AIR DUCT MOUNTED 6(* AFF MOUNTED 18 -2 WRING IMRNMG 18 NARI NG 18-8 %WNC MINT T T Mfg � MMT T T M12 Mfg DROP FULL SIZE FROM HVAC UNIT BLK T T Vrl NIf BLK T T INt MIt CLEANOUT Y2 Y2 Y2 Y2 45' ENTRY FITTING (TYPICAL) Aft VAT A/C UNIT In -Q ;� m c C C c P G G G G BY P.C. wHT T T RH R RFI R Li ROOF RC RC RTU TERMINAL STRIP RTU TERMINAL STRIP MANY TRUNK DUCT MAIN TRUNK DUCT RW FLASHING AVERAGING REMOTE THERMOSTAT HORIZONTALLY THERMOSTAT HORIZONTALLY BY G.C. SENSM VERTICALL MOUNTED S4" AFF IN OFFICE MOUNTED 54" AFF IN OFFICE REFER 70 PLANS FOR DUCT SIZES` S AC UNIT DRAIN DETAN. NOT TO SCALE 0 AC-1 TEMPERATURE AT WIRING DIAGRAM NO TO SCALE T ACS TEMPERATURE AT 1AARING DIAGRAM NOT TO SCALE $ SUFftY DUCT CONNECTION ELEVATK)N NOT TO SCALE CIRCUIT BREAKER 5" -0" MINMIUM DISCHARGE SCOOP DISCHARGE SCOOP PANNED ME N GREASE EXHAUST FAN ON CONTROL G VENTED BASE. SET LEVEL. f GREASE EXHAUST FAN ON MOUNTED ON MUA -1 3" MINIMUM CLEARANCE, 12" VENTED BASE. SET LEVEL. FIELD HARED MAXIMUM CLEARANCE 3" MIN11MUM CLEARANCE. 12" BY E.C. (TYPICAL ENTIRE ENCLOSURE) MAXIMUM CLEARANCE DISCONNECT SNATCH IN ME (TYPICAL) (TYPICAL ENTIRE CONTROL PANEL (TYPICAL) Z L1 L2 L3 14 N 8 15 PRE -MAR® 9 tNiEASE EXHAUST DUCT PER N IrMil./12" MAX. CONTROL 16 SPECIICATIONS CLEW (TYP. 4 SOB) 10 PANEL 1 HOUR FIRE RATED ENCLOSURE. REMOVABLE ACCESS PANEL AC - 1 4 ANSUL 17 REFER TO DETAIL IS/A9.0 1 HOUR RATED ACCESS DOOR 4... 18 5 ME 1 '-- 11" A.F.F. SUSPENDED CELIIG 1/4 1 +W-1 A.F.F. SIISPE N11)ED CELING 19 11 12 13 1 KITCHEN - age- -age 20 _L Q Q Q 2 ON -OFF A.F.F. AC -2 EF -1 METAL FLASHING \- I A.F.F. 1 HHOUR FIRE RATED ENCL06iURE. REFER 1D DETAIL 16/A9.0 GREASE EXHAUST DUCT PER FELD CUT EXHAUST OPENING SPECIFICATIONS rMRNNG BY IN HOOD SO THAT DUCT CAN METAL E.C. (TYP.) EXTEND STRAIGHT UP. FLA 3" MINIMUM CLEARANCE, 12" MOUNT EXHAUST HOOD PER HOOD DRAWINGS EF MAXIMUM CLEARANCE (TYPICAL WIRE r ATV CAF 1KWII A ENCL0�9URE) MAKEUP AIR PLENUM PERMIT CENTER OOOIQNG E QIJIPIrENT + EQI�O ENT I. IHM EXHAUST FANS TO BE ELECTRICALLY INTERLOCKED VAlH A/C UNT. EVAPORATOR FAN BY E.C. , rF PARATE I ALL CQNWT, WINE NO J� - BOXES BY E.C. �'� RMIT AND r, PPROVAL cr 9I11RED f'I SI CTON AT QN&L NOW NOT TO SCALE 10 20111 fT WC g111 AT FWM HOOD WT 10 WOU AIMS ARM, No TO SIM �.•y,•,,.,. .. .ran.....,, .. �. �. �.,. ..�.n..r,,...,,... ,,.,,, �..w, ... � ._ ,,., .. _. . ., . �r Aj O�ARIIMKN T 9330 BALBOA AVEIIl1E SAW DIEGO, CA 92123 C 1999 Jack in the Box Inc. 11t di c and opeafficc we we ow forty M J" In ON Mc be OW " rot M c plo/ or npre dmoor rNM�art Ib p+oMouo arlttan oorwr�t- dates RELEASE: AUG. !% 2002 PX(A ONLY: & 12-31 PERI�NT: 1/ 112104 COINSMXTM: revisions 0 0 Q Q d. 0 oil y V • Z C ' � Owl � tJ7 �" W V q I Lu W= .�, Q.) uL. < O be ra 0 �w i arm $ 10/04 A.E. PRO�J. NO.: 23098 site information W TYPE: CONVERSION J8 t 8365 ADDRESS: 3742 S. 1 44TH STREET TUKVkILA WA SCALE: NECHMWoAL • I I It M i RUN IN r DIA. P VC CONDUIT IMTN PULLSTRMc ABOVE CEILING PER SHEET E2.1 (TV.) II mom V-0 , PEA) A 11X9 PANEL "POiS SQUARE - '12LIOMF MTM 15 CMCUIT LOCATE PER PLAN * ELEVATION. ......■� 1 2 3 4 �ASOVE I t nc 1% 6 7 10 w 6' WIDE CHASE IN WALL OPEN TO ABOVE 5 3/4' FLEX CONDUIT Mi11H PULL SIRNIG FROM MUD Rr1UATW 3/4' G FOR AM TO 8` ABOVE A IE CEILING FOR GIMP BAR CABLE, CAT 5 CABLE REM TO SHT. Ell-PROVIDE NO M7STM1 STAN S1Ef1 FACE IUI PLATE NTH �' OCKWT AND CRaM1ET. 11 9 SO COWL CONDUIT CO CASE NI WALL FROM 8' ABOVE TO OFFICE aG TO UNDER GROUND TO OCS UNT 3/4' COI�INT IN WALL FROM 6' ABOVE 12 CI.G TO 2d' A.F.F. M/ SNIGLE GANG MUD 12 T L—wal REFER TO SCHEDULE AND NOTES 3/E6.0 � � RING. PROVIDE AND INSTALL ST AI N LESS 16 13 19 STEEL FACE PLATE 1117H � KNOCKOUT AND 14 O TYPICAL COMMUNICATION CABLE PLAN GROMMET. .PICK UP WIINDOW` (NOT EXACT FLOOR PLAN. FOR REFERENCE ONLY) , MSB MSB MSB 3 PANT ~ c* NEUTRAL ISO. GND. GROUN 7 BUS BUS BUS PANEL "C" GROLNMG BM GREEN EQUIPMENT GROUND --- --�--- CONDUCTnR TO ALL POS OUTLET BOXES POS HOT. NEUTRAL do GREEN/`WHITE ISOLATED GROUND. TV. (4) #10 SOLID COPPER CONDUCTORS, 3 /4'C. (TYP.) es ELEG gtANGI 2 SNIGLE POS RECEP. FOR (TV. OF OCS UNIT MOUNTED M ORIVE -11HRU FEEDER FROM ELEG, BRANCH 1 sMa.E ►WIS I wac vos RECEP. M SPEAKER 90MGO 16 CASH rYNDOW 12 MR" Pm RECIEP. 3/4" C. FOR CAT S CABIE -�'� AT CASHIER WNW 8 ElLECIRICAL CONTRA= SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL POS POOR rIIIMNNa AND POs EMPTY CONDUrTS s BOXES FOR 00NMJIMCAIIONNS CAKING OILY. MNSTALLAIIOIN AND CA11111EC11011 OF COMMLAIICATI0N5 CALKING MALL BE BY ONM 16 8CHEMATIC WN"m D i ! 324,1 p"'rY121ml t' 1 klw& ► 1 • • I V T ` 1 f ► •► tea• a•. � ► •, la• .. 1 ► �► • 1 ► al ■ ■ ■■■ ■ ■■ ■■■ ■ ■■ UNDER COUNTER ORDER TAK NEXT TO DRINK 12 o ° o'oo FRONT DUPLEX POS RECEP. 0 SEE ELECTRICAL POWER PLAN NOTE ■ P.C. CABIN _ N g QUAD Pos RECEP. STATIOH ELEVATIONS (FOR ITEMS NOT N01M SEE SHEET A7.1) s ABV. P.0 CAWIIET (TYP. OF 3) Q9 L__ � TO RECEP. IN auTooae SPEAKER FOR ocs uwr Z 3/4o C FOR CAT 5 CABLE O SINGLE GANG J-BOX FOR 7 1RAMMrCs COMPUTER (TYP. OF 2) ` (FU7UFE USA FOR C L OCK Q -COINMMCA710N CABLE FRONDED & INSTAIIm er OWNER w2' BY Ec.. (Trv.)�s CAT 5 CASE J to: jo 0— J 9 NO�TE� 'ISM TO SCHEME AND NOTES 3^0 AND KEYNCIES 19/E6.0. NO 9CAI,E COI.N'I�i OOIM1 1b 36 A.F.F. PIlOU�E 4X4 av�w�os w/ oeL oiwc wuo a+as w/ rE C1RL AT J!' A.F.F. MO Sr A.F.F. IIEF�R 1p 91EET E2.1. PROVIDE AND INSTALL STAINLESS SIEELL FACE PLATE wTM r iaioacauT AND 000W. c�a r CO � PICK .C. (PROMOM TKCLM CAM 70 UP wpm INSTALLED �) �d cuWINDOW CABLE ow e a r oIA. PVC CONDUIT 0 wAu. FROM C ABOVIIE aC% TO eor A.F.F. w/ � 2 44 wuu ISM t3 14 12 13 14 76 9 11 1* FLEX CQIpINT w7H 4X4 MUD RrIC UNDER FRONT CO AT +28'. PROVIDE AND INSTALL STA04ESS S1EE1. FACE PLATE NI1H A r KNOCKOUT AND GROMMET. (3) COINNNNGAl10N CARIES t0 OFFICE 16 314' CONDUIT N MN.L FROM 6' ABOVE CLG. 1D 28 A.F.F. IM/'9N(,LE GANG 1NA RING. PROVIDE AND INSTALL STAINLESS sim FACE Puy wAni I' ia+oacaur AND GRO COMM. CABLE N �4' C reo m OCS; Uw�r w ucco 1101 dIY. u� Jill 1 1 1MI� on too _..� _ A 1 / 1 Pv1AL 010m / NN M1� .�i .■iii FRONT DUPLEX POS RECEP. 0 SEE ELECTRICAL POWER PLAN NOTE ■ P.C. CABIN _ N g QUAD Pos RECEP. STATIOH ELEVATIONS (FOR ITEMS NOT N01M SEE SHEET A7.1) s ABV. P.0 CAWIIET (TYP. OF 3) Q9 L__ � TO RECEP. IN auTooae SPEAKER FOR ocs uwr Z 3/4o C FOR CAT 5 CABLE O SINGLE GANG J-BOX FOR 7 1RAMMrCs COMPUTER (TYP. OF 2) ` (FU7UFE USA FOR C L OCK Q -COINMMCA710N CABLE FRONDED & INSTAIIm er OWNER w2' BY Ec.. (Trv.)�s CAT 5 CASE J to: jo 0— J 9 NO�TE� 'ISM TO SCHEME AND NOTES 3^0 AND KEYNCIES 19/E6.0. NO 9CAI,E COI.N'I�i OOIM1 1b 36 A.F.F. PIlOU�E 4X4 av�w�os w/ oeL oiwc wuo a+as w/ rE C1RL AT J!' A.F.F. MO Sr A.F.F. IIEF�R 1p 91EET E2.1. PROVIDE AND INSTALL STAINLESS SIEELL FACE PLATE wTM r iaioacauT AND 000W. c�a r CO � PICK .C. (PROMOM TKCLM CAM 70 UP wpm INSTALLED �) �d cuWINDOW CABLE ow e a r oIA. PVC CONDUIT 0 wAu. FROM C ABOVIIE aC% TO eor A.F.F. w/ � 2 44 wuu ISM t3 14 12 13 14 76 9 11 1* FLEX CQIpINT w7H 4X4 MUD RrIC UNDER FRONT CO AT +28'. PROVIDE AND INSTALL STA04ESS S1EE1. FACE PLATE NI1H A r KNOCKOUT AND GROMMET. (3) COINNNNGAl10N CARIES t0 OFFICE 16 314' CONDUIT N MN.L FROM 6' ABOVE CLG. 1D 28 A.F.F. IM/'9N(,LE GANG 1NA RING. PROVIDE AND INSTALL STAINLESS sim FACE Puy wAni I' ia+oacaur AND GRO COMM. CABLE N �4' C reo m OCS; Uw�r w ucco 1101 dIY. 0lM1 /N/'6 (ID/1//6M 1 1 1MI� on too _..� _ A 1 / 1 Pv1AL 010m / NN M1� I.C. / COWL Co CABLE SAN DIEGO, CA 92123 ELECT. CONDUCTORS 01999 ,� � the Box Inc. 120V LMT CONDUCTOR AppR� 10 THE SCI MAIX WIRM DIAGRAM INDICAIES A TYPICAL INSTALLATION. VERIFY QUANTITY OF RECEPTACLES. NEr1A L5-15R HUBBELL o CELING Thaw drawinp and a�aillooNorla 0� TART "�' an . 2 ALL P.a.S� SY51DI COND BE EMT. e1 w o* be eariM or �+a r moo an % n �,� 1 ou FINN. pm --- CUM MOUNTED OUTDOOR 'SPEAKER 1 Orion 1IIIEOm Fos MONITOR BRACKET ASSEMBLY Y f 0 1�D 11M1� •--- I.M . 4 1 K1AI1p1 ---•• am 11aN1� N CAMET 11 • L awn 4 Nip go cm �9R CM MM . CL ---- an . • LIME VOLTAGE, NEUTRAL 4 1SWT MM PR11T. 1A0 • BUIDM SIRUC11RE. I.00ATE r m1 w r • 1 4 1 1 SM M YOIM U ON W we INA= So IAMT tMll101111111 'ME Pmt SYSTEM ! 9RF m OCS INS Q/6 ---- M �IE'w�1 �EAIRR • IL 1! 1 I sm CNN mm OPAWL --••- ' revisions NM 1) ALL POS WAMIT UL. BE PAMII) BY M CM0 2) TILL AEOUI 0 VW MWWR MOtM11riC BRAOM SHALL BE PROVIM BY im OMMER. 3) FWM MUM r COMM IM PINT, SrRM1I FM COMM1tAiCA110NS CABLE. ALL C01rB1rA0lAl101IS CABLE WALL BE PRONE BY ON1t. l 31 EQUIPMENT SCHEDULE AND NOTES HUB A HUB B PATCH CONl R( 4) FWAE ALL UlK VMTACE Col r uc_oas Cmmm E1rw. M CUMMIC 1110E OF UPS ON= lRUC 5) REM TO OETllll IbAnO FOR elMM M MOM S FRAMI NG PER / TAIJCT. DMIGS. L -�► G.G FOR POS CABLE'S N= F0t ORK -Ift (BY GC) Q REM 6 ARE PION= BY XrRM EOAPMW FiABRM.ATM Q -- BLIMP BAR CABLE COWL CABLE 0 Aft X ELECT CONDUCIUmho, SECURITY MONITOR J & OONDLliT TF ri015TAT5 CEELM ! ELECTRICAL PANEL 'P.O.S. CO NNG MOUNTED .. '$W TIMER • B! 'FMI7 BATTERY PACK RECEPTACLE ! ea BOARD 14 NOT USED 0 w{ POS MONITOR BRACKET 4 '© POS MONITOR p„ M 0 0 a - w r ! 1/4 1 - w 1 Q VIDEO MONITOR MCKMNG AT MECH°L.. DUCT 3/ = 1 a * 0111, Z . x TIMST -LOCK RECEPTACLE ` HUB EL. 710 ocs UNIT PROVIDED & .., M LOWER LEFT HAND SIDE MNSTALLED BY OWNER _ � • �•• � w4wo PRObgED.INSTALLED q"+ AID BY EC e W ( M �W COMBO BOARD Lux: (PART OF U SPEAKER C!C cle 80m � LL < r"1 0 two rQ 0 COTE: 1 OCS UNIT S TWIST-LOCK RECEPTACLE � To sCI�EDLxE AND MOTES 3/Es.a. LOCATION IN SPEAKER BOARD tFER T4 18/D3 a FOR COUNTER LAYOUT NOTE REFER TO SHEET SD2.1 FOR 1MMG DETAILS. Na wvc IND WIRE OiPENNIIGS MOUNTING STRAP A.E. PROJ. NO.: 23498 site information NIEr1A 5 -15R ISOLATED GROUNDING CONDUCTOR _ tFER 70 S7UB T PLAN FOR ELECTRICAL. OUILETS STRAIGHT BLADE W TYPE: CONVERSION AT SERWM COUNTER RECaEP.: .I"B4X "►' nP r i WWI A I#!EL # IG6262 FRAIM PER SIRUCT. DMIGS. 0"TUMT FRONT COUNTER ELEVATION QGTCHEN SIM 1 m 1 w H UBBELL # IG6261 (BY OC) A � —" ' BAR CABLE 9330 BA" AVENUE COWL Co CABLE SAN DIEGO, CA 92123 ELECT. CONDUCTORS 01999 ,� � the Box Inc. 120V LMT CONDUCTOR AppR� 10 THE SCI MAIX WIRM DIAGRAM INDICAIES A TYPICAL INSTALLATION. VERIFY QUANTITY OF RECEPTACLES. NEr1A L5-15R HUBBELL o CELING Thaw drawinp and a�aillooNorla we Mw O y N Ago 111 w• so Ills 2 ALL P.a.S� SY51DI COND BE EMT. e1 w o* be eariM or �+a r moo % n �,� •il " 1b prariew wltbM oa1r1o11L 3742 S. T 44TH STREET CUM MOUNTED OUTDOOR 'SPEAKER RECEPTACLE Fos MONITOR BRACKET ASSEMBLY Y MONITOR. �� �ARACKET dotes ME TAL CO CO NNECTED M 6t PLASTIC SLEEVE rrr�.rrr.rrr.r..r�_ 4 NAA�lluj Km BEDS POS SYSTEM SHALL BE 410; COPPER. SOLD PROVDED M1 INSTALLED BY RUASE: AUG. 5 2002 NN, SH POS MONITOR Z)� ACT+OR SIIILL El1StW P.M.( ONLY 5 12-31-02 DRAM BY: • PROPER ELE�.'7RICAL. ISOLATION SYSTEM SI LL BE INSTALLED M IM ALL LOCAL AND NNA1101M C OESr LIME VOLTAGE, NEUTRAL OF P06 MONNTOR FROM PERrMT: 1 /12104 IF A METAL C UNNIM P 1s INSTALLED. c,ROIMO N/ sEP MATE /lo Soho GROUND � TO EQUIP GROUND SYSl M. AND IS MAIM GR0l1ND FEEDS 70 PANEL BUIDM SIRUC11RE. I.00ATE SCH.E: AS N010 PER SHM AIM E21 & W. BID„ 3)S EE DETAIL 10A6.0 FOR s-o' 1 AVEWA1E CONFIGURATION 5 VIDEO MONITOR M011NT1NG DETAIL 3/4" ' 1t-a" C10NSTRUC71(N: revisions 4) FWAE ALL UlK VMTACE Col r uc_oas Cmmm E1rw. M CUMMIC 1110E OF UPS ON= lRUC 5) REM TO OETllll IbAnO FOR elMM M MOM S FRAMI NG PER / TAIJCT. DMIGS. L -�► G.G FOR POS CABLE'S N= F0t ORK -Ift (BY GC) Q REM 6 ARE PION= BY XrRM EOAPMW FiABRM.ATM Q -- BLIMP BAR CABLE COWL CABLE 0 Aft X ELECT CONDUCIUmho, SECURITY MONITOR J & OONDLliT TF ri015TAT5 CEELM ! ELECTRICAL PANEL 'P.O.S. CO NNG MOUNTED .. '$W TIMER • B! 'FMI7 BATTERY PACK RECEPTACLE ! ea BOARD 14 NOT USED 0 w{ POS MONITOR BRACKET 4 '© POS MONITOR p„ M 0 0 a - w r ! 1/4 1 - w 1 Q VIDEO MONITOR MCKMNG AT MECH°L.. DUCT 3/ = 1 a * 0111, Z . x TIMST -LOCK RECEPTACLE ` HUB EL. 710 ocs UNIT PROVIDED & .., M LOWER LEFT HAND SIDE MNSTALLED BY OWNER _ � • �•• � w4wo PRObgED.INSTALLED q"+ AID BY EC e W ( M �W COMBO BOARD Lux: (PART OF U SPEAKER C!C cle 80m � LL < r"1 0 two rQ 0 COTE: 1 OCS UNIT S TWIST-LOCK RECEPTACLE � To sCI�EDLxE AND MOTES 3/Es.a. LOCATION IN SPEAKER BOARD tFER T4 18/D3 a FOR COUNTER LAYOUT NOTE REFER TO SHEET SD2.1 FOR 1MMG DETAILS. Na wvc IND WIRE OiPENNIIGS MOUNTING STRAP A.E. PROJ. NO.: 23498 site information NIEr1A 5 -15R ISOLATED GROUNDING CONDUCTOR _ tFER 70 S7UB T PLAN FOR ELECTRICAL. OUILETS STRAIGHT BLADE W TYPE: CONVERSION AT SERWM COUNTER RECaEP.: .I"B4X "►' nP r i WWI A I#!EL # IG6262 - AT THE CWLFTIONI OF 11HE MSTALLAIION OF THE POS ELECTRICAL CMNCLAT, DISCONNECT THE IN A70 GROW WIRE FROM TFIE BLDG gL01J1101C BUS M THE MS t LEST FOR CO«11I ATY K'I TIE 19MAlED AND BULDMNG MOUNDS AT ALL POS OUIIET& M TF m NS CONIIARTY. THE COMM CIRCUIT SMALL K RECIECl U FOR CR06S- CONMIECIIOIN OF *9 "M gIOIJND6 AND LIE SYSTEM IE-'1F5'IED. A 1EST AMT TALL BE SENT 70 TFIE 40NNSINUC110N MANAM ON C01INU10 OF A 9110 tJl TEST. 8 ALL POS IECEPT'Aam MALL BE LAMB %IPS PNOIIECW. @ 4!*CMUlD MM9MUKNSiWDATIDNW%PipgmiOFrWAMOMKMOFP 1 ICE ANiD OTTER LOW` %%TAK 00lNDU 5. 19 KEYNOM 20 Poo CROUlO BUS M IISB ` W �� � 080m SEPARATE PERMIT AND I �� APPROVAL REQUIRED N°SCA IF E6.0 E FRONT COUNTER ELEVATION QGTCHEN SIM 1 m 1 w H UBBELL # IG6261 r _sr mu 120V LMT CONDUCTOR AppR� 10 THE SCI MAIX WIRM DIAGRAM INDICAIES A TYPICAL INSTALLATION. VERIFY QUANTITY OF RECEPTACLES. NEr1A L5-15R HUBBELL o PER Mir CENr�R NIEUTRAL 2 ALL P.a.S� SY51DI COND BE EMT. V 3742 S. T 44TH STREET OUTDOOR 'SPEAKER 3 • Y ■ P -CL& IW'I o M.MW NWIM/ IR M. Cl SMA O NO ■ BUS BOARD ME TAL CO CO NNECTED M TUN VALA, wA rrr�.rrr.rrr.r..r�_ 4 NAA�lluj Km BEDS POS SYSTEM SHALL BE 410; COPPER. SOLD M Y�AT NN, SH ALL CONigUCIN SPLICES 3HALL BE SM DE1lED AND WE NUTTED PER THE N1.E.C. 90LOIERLESS CONMEC 110NS ARE RIOT PEIMTIED. BARRIER DRAM BY: • 5 SYSTEM SI LL BE INSTALLED M IM ALL LOCAL AND NNA1101M C OESr LIME VOLTAGE, NEUTRAL 6 IF A METAL C UNNIM P 1s INSTALLED. c,ROIMO N/ sEP MATE /lo Soho GROUND � TO EQUIP GROUND SYSl M. AND IS MAIM GR0l1ND FEEDS 70 PANEL 1SOLAIED GROUND FOR P05 SYSTEM SCH.E: AS N010 - AT THE CWLFTIONI OF 11HE MSTALLAIION OF THE POS ELECTRICAL CMNCLAT, DISCONNECT THE IN A70 GROW WIRE FROM TFIE BLDG gL01J1101C BUS M THE MS t LEST FOR CO«11I ATY K'I TIE 19MAlED AND BULDMNG MOUNDS AT ALL POS OUIIET& M TF m NS CONIIARTY. THE COMM CIRCUIT SMALL K RECIECl U FOR CR06S- CONMIECIIOIN OF *9 "M gIOIJND6 AND LIE SYSTEM IE-'1F5'IED. A 1EST AMT TALL BE SENT 70 TFIE 40NNSINUC110N MANAM ON C01INU10 OF A 9110 tJl TEST. 8 ALL POS IECEPT'Aam MALL BE LAMB %IPS PNOIIECW. @ 4!*CMUlD MM9MUKNSiWDATIDNW%PipgmiOFrWAMOMKMOFP 1 ICE ANiD OTTER LOW` %%TAK 00lNDU 5. 19 KEYNOM 20 Poo CROUlO BUS M IISB ` W �� � 080m SEPARATE PERMIT AND I �� APPROVAL REQUIRED N°SCA IF E6.0 E TO OM1 MICROPHONE TO OUTSIDE SPEAKER SYSTEM 400 BASE STATION 1! 1.�.,.L�..�J..L.1 J I T..�.. s,1 i 1 4 I s I J3 1 3 4 • 1 7 J4 t a s to �s st MLW K OUT J5 welaoN J 1 1 7 d ! 10 X12 J11 Mar M or � J9 J15a iF P1 P3 vve ANT 1 ANT 2 TO 12 VAC ADAPTOR 70 1Q•5 VAC ADAPTOR r -70 GRILL SPEAKER �• 171 MOUNT IN SYSTEM 400 BASE STATION ENCLOSURE AT SPEC BOARD I"' TO ANTENNAE 4VDW BARRIER SYSTEM 30 TIMER BASE DRIVE— • _: 1a oONC. LANE SEE DETAIL SOZrt d' COWft CURB M k...TO PREVIEW J5 �' n 1 �. MK'HOR BOLTS sow FURN. a INSr .r Y 1R. �'' _ �•• B OEN CETI CONCR. ` SPEAKER J2 ,. 4 AB DETECTOR L BOARD • . ,� •., JOE HEAVE FACIM sErflNot TO O.T. LOOP AT PICK-UP VRAM NOTE* OONCRM BASE TO HAVE f RADIUS EDGES I AND BE SLOPED TO DRAKE REFER TO DETAIL rl a W. AM OT s OM FOR DE9CRIPT10N. T SD2.1 •: D89 =. a 0 a � r1 FOR ELE CTRICAL RUNS REFER TO %W E .O 85232 CABLE 4 SPENMR Bt'aARD PLAN HIS DIGITAL DISPLA MAIN STATION PC I Jill REMOTIE DISPLAY AT PICK --UP WINDOW t 2 3 a 3 6 DIP SVMTCH #1,7 ON 4 NOTES I. INKING PROVIDED dt INSTALLED BY HIX INSTALLM 2 ME LEGEND: B = BLACK,, R = RED, G = GREEN, W : MMITE„ S = SKID. REMOTE DISPLAY IN 3. MOB = MCI DETECTION BOARD (NOT PROVIDED AS PART OF INTERFACE CIRWIT BOARD). DI SP�vwITCH ON 4. D.T. LOOP COINLIUCTORS SHALL BE 9OI.DERED NO MITE NUTTED AT JOINT - ONLY 1 JOINT ALLONED. t 2 3 4 5 6 � 6 WIRE WNtING SCHEMATIC -- - - -- _ N.T.S. n �s �s o�r� w�uro sc�►rc - M -.V... r Y..M...�.� . ... ti... RA ... •„1.. .,�..,.... rv..n�l.w..,^.► . . ...V A•►" •My.n -A... ,. ...•.. •r v. n ... .....• ... v. !. ... .. ..f. . �.. ....� ... —. � ... � ...r .. .. .. ... ... ... .. . ..— -�.. .... � .. v • .� .. MICE LOOP N.TA • 9O BASE STATION REMOTE d8PLAY HME DISPLAY DIGI TAL N III PEAKS BOARD CABLES . j • OL'I�ARTI�NT C . DRIVE- I LANE I . 9330 69" AYDuE f' OONC. CURB REFER TO ELEC. SIN KOO CA 92123 I DMIGS. FOR DETECTOR • •, I "9 Jack in Ow BOX 1nC• I aw did ad be eopled or rqpe*mW CENTER DETECTOR LOOP ■mwot no prow"A ter, o,rM, L ,.............. -- I AT DRIVE - TFIRU PICK UP wl ww AB DEIEC1nR L I ---� — — .� dates i. ••• r . II I RELEASE. AUG. 2002 ....._� r ! - • TO HME BASE STATION, P•M.(JIB ONLY: 05 12-31-02 I REFER TO ELEC. DINGS. 1 � 3N IL PERMIT: 1/12 04 S4.0 "•`•• I FOR ELECTRICAL RUNS REFER TO SHM ES1.0 CONSTRUCTION: S IECIOR LOOPAT OR VE -T HMJ PICK UP YYINDMI tt = 1' -0' revisions SECURITY MONITOR TI#RMIOSTATS Q ELECTRICAL PANEL 'P.O.S.' Q OFW BATTERY PACK Q TELEPHONE BACKBOOARD— B B " .. SEE ELECTRICAL POWER c PLAN NOTES, a CIO 0 401 -• Ed i ckm v 1/2" = 1 -0" 10 TIMER BASE i /4" = t- V y d U d* j UPS LLJU ui LUX •Pod HME HEADSET SN4 u RACK W Q) oC .. g Lin < d tkQ PC 0 14 PICK UP WINDOW REMCnE DISPLAY 1 /2* = 1 -Cr 15 HEADSET RACK J-eOX ABV. CLG. 314'C. W. PULL WIRE (TYP.) r--- -J-BOX ABV. CLG. r PVC COMM TO 6" ABV. CLG. 40 MUD RMyG RECEP. NME IM BASE J- M M WALL ABV. ASSEWLY OOI 1 +96' ° o r --- � CLG' +eDr' LEVEL + w RECEP. L_ HME BASE STATION + QO! J IN WALL ABV. „J HAND SINK CQ BELOW PICK UP now .+24' 4*4 J-= SLOW +1B" PICK UP Mom NOTE. FWOR J-11OW AND CONDUIT W/ Pau DES Lm BY E.C., IM IG BY HMIE MrSTALLE k KFEfe TO SINEf T Ea 314"C. W/ PULL IM TO OIMVE- 7lMR,1 SPE#= DOW FOR Ctrl. C1M 3/4% W/ PAL VW TO D.T. UVP DE1E M AT PICK UP OW 19 Vo l C01 -LILT / NO SCALE r�1a s Tic 1 /r = 1--w 0 I s/ I o /o+ AZ PROD. 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VM _ W. r w w w w w Cy WE go r (r w (r w 1 on w r W�p R M 14 B IR a R RRRR A RRRRRRR oi ' RRIRf RRRRRRNI <mV «V<o0< a 0 49 a 0 � •• <mo <mv « V<0U<mV <SV4K00 <mV _ w W J W Z i r 1 �# 1� ^ ! � w � N O 4 Q N p Q rt � • t O w r O O r r 0 0 0 ! 1 1 1 r r r r r r r r pf r r if r r_ sr W. 1 O O r r 1 it I $ O d � <m0<004c 1 0 0 <mV<mV <mU14 Q <mV < ■V <�UtmV<Oti <�V <OV < V i t { i 1 r t g i e f ti 1► s � .�•' y, tlYa_+f'� M• ". 1b........./r.�{ i z' II.:P n� .. ♦ V^..'...: •.:i ... � � .F - WATER TM l � 0 _______ -__' - L lo 6 V-1t - V ENLARGED io -- 1 PLAN DRY LX I. LLLY. y Ad A c IrART1iAE(/ o NT l3J0 BA" AVM SAN CA OM 23 1h"M d= aM Aootlen� we Vw ow an bw wM " ow M i*IM M so i , d without ib prows" wit ewwt RELEASE: AUG. 5, 2002 PJL(A OWY� 05 12 -31 -02 r F�ERMT.. 1/14/04 r M4��W-44 l op. MWdom • OONSIRUC1101� Y rid ors Q Pte. o . . ............ ...... .... ... . dL_j D .MO.— %A - 715 C,3al clans 4•1 m: i 0 01 cn 06Z UJU 37m L��] of � 19 2�►4� MAIN STAIM �L�1d� FER i 2w mmi 1 -7 1 ry C7 dte iniorrnotion W TYPE: CONVERSION A 8365 ADORESS� 3742 S. 144Th STREET Im � m oil some Room m o ♦ H.rF i4 ,a "n* KING UJX CWT IS WMAREf ! PIE AI A$t E. j I�IC s Dup=is4 L.: ,: �RT�f. 1 x U1 wC r-, V , ,LR e,,vLlq TUKVALA, WA b MAIN 8Y: AM 9CALE. IUC HEN E QU IPM ENT PLAN KI • „... ... ��... .. a .. ... ... -,...w - �..� ...:.M _...�... w. .rr... �. .. ........,N.• •.... r...... _... ...,.. , r ,. .. -. ...- .�...w� s..w.a..�. _-nom -... ..w. �...- �.. .. .�r� .. •+�••. a..r. - w.�..wr .w .�..�+ .l...VD�M�I�n. �►.•�.�'.�...�.•.MM� � t iyl.!' V•. �V.+t wMi. '..�.II.�1.'rF...�••T'•a•M.M��� 9 I".. 11 1 WATEIIMEAIIER 11 — 1A1�8f'.Al�E Oaiaw 4J0 �FDt 10 6:A I 130 I r — 10 I 12 140 I � 187 Qn . ) I ICE 16o I am HEADSETS EMPLOYEE 112 AR04 ECTOM SHEET A7.0 at 7.1 _ _ I I 140 I II I 1 167 5' 126 04 ALL ON DOOR 450 I 175 2448 2448 5 SHELVES AT 0 Ll 5 -15-25 -33-41 149 WALK IN A` FREEZER DRY 24 115 2406 0 1 STORAGE 1 186 107 21x60 149 I 4338 I 167 r I ON DOOR I 2 4338 I 4 SHELVES AT 2436 I 5-14 -26-35 433D 4 K2.1 5 � 80 2"U- —. _ .. ! 2408 0110 all n 24x36 2408 .lL 2408 6 SELVES AT 21x42 5-13 -18-23 -x-33 127 IN DOOR 21x60 t� 21x42 I I I I I I I I I I I r ------ L_ -__-J 0 r , 1Q0 HE 167 Im -6 1/ 110 Sao HK 113 ennotr ' P"a` i 1e7 woRKSTihTION ; FM LAW CFO WA TM SEE � -- - -- ARCHIECIIRtAL SHEET A7.0 t O AXI Gwo 44 442r.—� � ` � 176 i 60 • i IGI � I 4 SIELYFS AT r ----- ir ------ it - - - - - � r - - - -- � 5-14-26-36 I II II II II I I 1 f11E �PIIE4S1011 1� `• �. . ...ar..r .�.fw .,., �.. ry,.,. ...A ... � .- ... .. �.,. h ., ..;�N•.... . w. . a �..we ,.� •.�. a �.... .. -. .. nn . w.. . w.yw.y.. .r .Nr. ,r � .r . a ❑r ,n 36 lira I 117 1rE CLOP( D i p W mM AL w. � w I uzo 419 4 0 a AM DEO AR TMEN T l/ q 24x48 24x48 x \__ 149 WALK IN COOLER 0 01 116 1A 01 L 1 186 SHELVES AT 2 SHELVES AT 5-24-30-36 5-31 n 24x36 2408 .lL 2408 6 SELVES AT 21x42 5-13 -18-23 -x-33 127 IN DOOR 21x60 t� 21x42 I I I I I I I I I I I r ------ L_ -__-J 0 r , 1Q0 HE 167 Im -6 1/ 110 Sao HK 113 ennotr ' P"a` i 1e7 woRKSTihTION ; FM LAW CFO WA TM SEE � -- - -- ARCHIECIIRtAL SHEET A7.0 t O AXI Gwo 44 442r.—� � ` � 176 i 60 • i IGI � I 4 SIELYFS AT r ----- ir ------ it - - - - - � r - - - -- � 5-14-26-36 I II II II II I I 1 f11E �PIIE4S1011 1� `• �. . ...ar..r .�.fw .,., �.. ry,.,. ...A ... � .- ... .. �.,. h ., ..;�N•.... . w. . a �..we ,.� •.�. a �.... .. -. .. nn . w.. . w.yw.y.. .r .Nr. ,r � .r . a ❑r ,n 36 lira I 117 1rE CLOP( D i p W mM AL w. � w I uzo 419 4 0 a AM DEO AR TMEN T l/ q Ea�;`� WA Now '' �• � = EIAII� FOR MOUE NE MIA= ON mmm o xwm SEE 18/0&0 121 123 t2t PUBUC 122 1Q2 12T CITY Of TUKWH A APPROVED APR 19 2004 X21 WE AS h 1 EU 118 9'DiNG © "M 185 1� DooHK MA91 STATION 51 162 161 170 rr r ` r r r � 53 o T 91 Q 2 BM" AVENUE sm oEOO, CA 023 c 1519 Jodi in the lac Inc. Wo"o drowlftW and .p.a+iootiw+. as taw P" ty of A* In taw he me mW " net be oopW w nModmo.e wkh"t Ito orodoul dtt" cGrAwt, dotes RELEASE; AUG. 5, 2002 PJL(JB ONLY 05 12 -31 pER1MT; 1 14 04 1/27 cONSTRIlc110N: 3/15/04 runs 0 - 0 A 0 0 lot 'e 00 Z V 06Z �N WV W H W= oC� LLMa dto A Mac TYPE: CON VERSI ON A 8365 ADDRESS: R �" ►ry CAF ECEIVED 3742 S. 1 44TH STREET 161 ^ 71 IK A 2 I F,1 I 1 TUKWILA WA 1 7I 90 I I PERMNT CEWTEFj DRAWN IN: w 123 118 I 121 SCALE. 1 = 1 122 1z1 I I 1 127 I Kff H H I E I I I . PLAN � 10 4 I I I v-Anr . �...., .,.nn�wrlwrrw.rw- �...., +— wr•ww....�.... .�.�r- .r��►1�T.+rin-� «w. »,.rr.r wr .. +,+�r� ..��. ww.•�. �... �/r•nrw_+�r... MME .+'M�M�'•...M.'.m.IM'AO�AIMM^ I Ea�;`� WA Now '' �• � = EIAII� FOR MOUE NE MIA= ON mmm o xwm SEE 18/0&0 121 123 t2t PUBUC 122 1Q2 12T CITY Of TUKWH A APPROVED APR 19 2004 X21 WE AS h 1 EU 118 9'DiNG © "M 185 1� DooHK MA91 STATION 51 162 161 170 rr r ` r r r � 53 o T 91 Q 2 BM" AVENUE sm oEOO, CA 023 c 1519 Jodi in the lac Inc. Wo"o drowlftW and .p.a+iootiw+. as taw P" ty of A* In taw he me mW " net be oopW w nModmo.e wkh"t Ito orodoul dtt" cGrAwt, dotes RELEASE; AUG. 5, 2002 PJL(JB ONLY 05 12 -31 pER1MT; 1 14 04 1/27 cONSTRIlc110N: 3/15/04 runs 0 - 0 A 0 0 lot 'e 00 Z V 06Z �N WV W H W= oC� LLMa dto A Mac TYPE: CON VERSI ON A 8365 ADDRESS: R �" ►ry CAF ECEIVED 3742 S. 1 44TH STREET 161 ^ 71 IK A 2 I F,1 I 1 TUKWILA WA 1 7I 90 I I PERMNT CEWTEFj DRAWN IN: w 123 118 I 121 SCALE. 1 = 1 122 1z1 I I 1 127 I Kff H H I E I I I . PLAN � 10 4 I I I v-Anr . �...., .,.nn�wrlwrrw.rw- �...., +— wr•ww....�.... .�.�r- .r��►1�T.+rin-� «w. »,.rr.r wr .. +,+�r� ..��. ww.•�. �... �/r•nrw_+�r... MME .+'M�M�'•...M.'.m.IM'AO�AIMM^ I i!!� �i 1 • r � WATERNEATlR 1W — r a PUBLIC 102 �� pF ��KWU�► �OVtD ZpOti A i mil INA 0 d 2 , 06z ~ N � LLJU m ui I== LLJ3: aC V oe lip Q site iniorrr�a�ion W TYPE: CONVERSION A it 8365 A DDRESS: RECE(VLeo 3742 S. 144TH STREET (IF t(1KMI 4 TUKWLA, WA PERAMT CENTER MAIN BY: AW 9ME: 112 ! 1'—d' KITCHEN DIME NSION PLAN KI al OEOAR THEN T O GX BN" AWM sm 080; CA 92123 ® 10 t%* In bs ft ML Thee droarin�. and ton• we ow Mkt y at , w. 8 rye and a1+aN ret be oopW or n Wo*wW whhwt tte OrovWw wRtan oa wL RELEASE; AUG. 5, 2002 PJL(JB OILYk 05 _12 -31 -02 PER�MT. 1 Ll 4 04 ov. 1/27/04 J�wwwi�,r� 1XW7RtX7K ft 3/15/04 rw�w�wwww -,ice a 0 a 0 0 a .s HME DIGI TAL ELEVATIONiSECTION 4 P.O.P BANNER ELEVATION/SECTION O srMUss sim WALL Fu►sMc MM WUM of tioou TO FLOW ek% ELEVATIOMSECTION ELEVATION/SECTION ELEVATION/SECTION • 1 on of Roo , ovED OR 19 2004 AS NOTED - --WrL046 p�/tSt4N ELEVATIOMSECTION �► 4& Is I I FK SUPS PULL ELEVA710NISECTION A.F.F.'v W,& A.F.r.W + W BOTTOM OF iiLF\ � m 1i o � i � o m I m m eLEvnnoWSecnoN UPS Ir A.F.F. OF LIPS SHELF 0 ELEVATION/SECTION ELEVATIWNISECTION I • A +104' Mum nLms eornar L Z OF 7 ELEVATION/SECTION Ii � Ad A EPARTME MY 2 W" AVENUE SAN KOM CA OM23 C im JI& In as ft hL 7h. draw bw and 1, --in -1 111 ar ty 40 J" b 11at M be ar dwl rwt be apied or r m r N ims i WHh" ft preview wonm Ga+.en�t RELEASE: AUG. 5. 2002 P.M.(JB ONLY' 05 12-31-02 Pff"T.- - - 1 11 4/04 W. I L27 CONSTRUMM 1 11 0 4A 0 IL) 06Z � WV ui 1� - No Lj.j oC � LLMa CA " Of towA N"OVED APR 1 7004 AS hok) SECTION ( i� ELEVATIONISECTION 7 RECErVeo rrry OF Tj rl<Mi A PERMIT CENTER MK M- CONVERSION A #: 8365 ADDRM- 3742 S. 144TH STREET I TUKWLA. WA DRATM By: AM SCAL. lit 1.0 KRCHEN EQUIPMENT ELEVATIONS K2.1 111b Is F I I I� �`� I I I , 160 QD HME HEA)WT RACK I I SEE ELE III X I I • 44- I �` I I I I ( QD I I I S I �( I I I I � \` I I � I I .� I I I I II I I I I I I� !� 1 1 ELEVATION/SECTION ELEVATIWNISECTION I • A +104' Mum nLms eornar L Z OF 7 ELEVATION/SECTION Ii � Ad A EPARTME MY 2 W" AVENUE SAN KOM CA OM23 C im JI& In as ft hL 7h. draw bw and 1, --in -1 111 ar ty 40 J" b 11at M be ar dwl rwt be apied or r m r N ims i WHh" ft preview wonm Ga+.en�t RELEASE: AUG. 5. 2002 P.M.(JB ONLY' 05 12-31-02 Pff"T.- - - 1 11 4/04 W. I L27 CONSTRUMM 1 11 0 4A 0 IL) 06Z � WV ui 1� - No Lj.j oC � LLMa CA " Of towA N"OVED APR 1 7004 AS hok) SECTION ( i� ELEVATIONISECTION 7 RECErVeo rrry OF Tj rl<Mi A PERMIT CENTER MK M- CONVERSION A #: 8365 ADDRM- 3742 S. 144TH STREET I TUKWLA. WA DRATM By: AM SCAL. lit 1.0 KRCHEN EQUIPMENT ELEVATIONS K2.1 111b Is 1 EQUIPMENT SCHEDULE •JIB ou"M 1 1 1 1 1 1 1 1 1 1 1 34 3M S1I w TAMCS 319 ILLS NNERSION H 51 WATER WM 53 oRNC ow. WATER SM 54 SflW RACK 55 CARBONATOR 111TH SHELF 56 0005 ERR Pu 11TH SHELF 57 CM LAW F9 D A B D E R MKW40 0!0. ANM TO FLR SNP w/ FRO%= BY T-Or A.F.F. N SHELF ABOVE MAX CI T +TrOr A.F.F. T M UK M PVC 1 ND -1>p V4'1' -20(! UOR 441 VVH fa "CM . Ls 1 1 IF 1 2019 1 120 1 120 1 2019 3 120 2 120 1 20S/ 240 1 120 2 120 2 2019 1 200 1 2019 1 120 1 NEW 2 120 1 120 1 2 1 1 1 .119 1 1 .744 1 .4 1 idlilill STATUS CODE 110 NMI 111 PERSONAL. COIN 112 P. C. YON1nR 113 ■Y� PS PHASE ■O� DIRECT /RECEPTACLE /�E ACLE WRING U/C NMI ■Y � D/T DRIVE -THRU NMI SEA SERVE 100 allillb ATP& NEMIA 180. 17 NIPS 1 20 AMP 7111SXOCK EC PWAE W NSTALI. COAD/PW6 l41a •B 1 1 R SET N PLACE ON W TER ICE 7 R SET N PLACE ON COUNTER 25W ICE R PWADED BY COCA COLA CO. 1 R 7.0 AMPS PROVDED BY COCA COLA C0. 57A - ALK TANK TO K PRO LNE PK6. - LANCER 192 -13M rwr: alcr. _ rm r�rN� .119 1 .D� 1 . 02 1 .02 1 A 1 .OQ 1 02 I 1 AM�MMTIONS 105 13-OW SNP .0.S STATUS CODE 110 VENTED P.C, C 111 PERSONAL. COIN 112 P. C. YON1nR 113 P. C. PRNIER 122 123 124 125 1 1 2 SHEET 4 S.C. STATUS CODE C.F. CUSTOM FABRICATION V VOLT RATTING HP HORSED AI w M RATING KW KILOWATT RATING PS PHASE 0 /R DIRECT /RECEPTACLE /�E ACLE WRING U/C UNDER COUNTER D/T DRIVE -THRU ss. SEA SERVE 100 ITEM( (NUMBER FW FILTERED WATER LINE MW HOT WATER UNE CW COLD WATER LANE w WASTE LINE BTU B.T.U. RE S/S STAIRM STEEL. 1. ASTERISK *) INDICATES STAINLESS STEEL EQUIPMENT THAT IS CUSTOM FABRICATED (C.F.) AND INSTALLED BY SHOP US7E0 TATH N.S.F. 2. DOABLE ASTERISK (** ) NOTE INCLUDES PHASE CONVOLLER TO MAINTAIN CONSTANT CURRENT AT 21.7 AMPS FOR DTHER 2088 OR 24OV. 36 ALL ITEMS RED ELECTRICAL SHALL BE PROVIDED NTH A LIMA 5 -22011 OUTLET UNLESS 01FIEltwISE INDICATED - REFER ALSO TO ELECTRICAL S�IEETS. 11ON SYS EQUIPMENT SCHEDULE -JIB UCT" Kuww -a • z..• ■'lu 11111111 t...� =J.= �t ■'1J 'L' <17J t.._ t7 . 11' _'L' , awl ma"11111110 H kifi"� Ell _4MlIlE E Ell MIN M MINES! A SININE! a t I � IN s.... a IA I E MENOMONIE IN MEN 0IN IN! ■ 1111 JIM Ell Ell Ell ''a, 1 1 r M 1 ►. 1 1 �■ ■ MEMO ��■ 11 MEMO MEN= • MEMO! 31 - �■ i.\ 777 � .■-■ .��� ` _ `. 71 �■ ' ■ MEMO 1057�''3,0771 MMEEME � 7 37 T �i■ ' ■ MEMO Elsie 1 ► . 1 Ir 1 .' 3' a u MEMO mommm �■ ��� ��� © . 7 .1 t MEN= ME am old ME :V I' I T am do ►� �� >~ ���i ■`7 a .l , do Him iz3s�vl j:411 ITATM CODE urn ' AP s A : OVINER OR OWNER'S CONTRACTOR TO PROVIDE AND INSTALL QQ 70 PROVIDE FINAL HOOK -UPS, B : OWNER PROVIDED. G.C. (OR SUB - CONTRACTOR) TO INSTALL AND PROVIDE FINAL HOOK -UPS, C : G.C. TO PROVIDE, INSTALL AND PROVIDE FINAL HOOK -UPS D : OWNER VIDED. KITCHEN INSTALLER TO INSTALL. AND G.C. TO PROVIDE FINAL HOOK -UPS E : OWNER PROVIDED, OWNER'S CONTRACTOR 70 INSTALL AND FINAL HOOK -UPS, F : OWNER TION CENTER 11E11. � r v rEwc r j A PERAOT C "R Oft i1f+alrUMM MK T1tPE: CONVERSION A 9 8365 ADDRESS' 3742 S. 144TH STREET TUKVALA. WA MAYM BY: SCAI LE. NOW KITCHEN EQUIPMENT SCHEDULE K3.0 r � � I i i FW PAW- m MEMO C.F. CUSTOM FABRICATION W HOT WATER NE EQUIPMENT THAT I S CUSTOM V 1't�Akil CW COLD WATER LINE FABRICATED (C.F.) AND INSTALLED HP HORSEPOWER RATING W HIM BY SHOP LISTED WITH N.S.F. KW KILOWATT RATING BTU B.T.U. REQUIREMENT 2. DOUBLE ASTERISK (**) NOTE i�L3 oil PHASE S/S STAINLESS STEEL INCLUDES PHASE CONTROLLER TO MAINTAIN D/R DIRECT/RECEPTACLE MIRING 2 CONSTANT CURRENT AT 21.7 AMPS BIN UNDER COUNTER 8E -TC -BR FOR EITHER 208V OR 240V. 0/T OlIlN .. 18E - YC K 3. S.S. SELF SERVE 404 IGRIDDLE WALL FLASHING 24 X 92 PROVIDED WITH A NE�AA� S -ZOR OUTLET UNLESS 100 ITEM NUMBER 405 OTHERWISE INDICATED - REFER ALSO TO ELECTRICAL BE -PLD 3 SHEETS. STATUS CODE 8E -PLDB 3 406 ASSEMBLY CONTER - 11 BE-AC 1 NEED PLUMBING DETAILS & CABINET FOR CONTROLS REMOVABLE CONDIMENT FRAME BE - AC - CF 2 S CONDIMENT FRAME COVER SE-Ac-ac 1 40OC MAIN ASSEMBLY SUPERSTRUCTURE K -MAS 1 406D SATELLITE ASSEMBLY SUPERSTRUCTURE 8E-SAS lw 407 WEDGE BRACKET FOR NCC TIMER 8E -M8NCC 2 408 WRAP HOLDER - 8 COMPARTMENT 8E -WH -8 1 409 WRAP HOLDER - 5 COMPARTMENT 8E -04-5 3 410 WRAP HOLDER - 2 COMPARTMENT 8E -WH -2 4 411 WRAP HOLDER - 2 COMP OVABLE 8E- WH -2 -R 1 411A WRAP HOLDER FRAME - 2 COMP VABLE lIT 1 413 TACO BAG HOLDER 8E -TBH 1 414 TACO ASSY STATION W CASTERS 8E -TS 1 414A PAN 12 3 4" X 20 2L4 X 2 1/2 FULL US2000 E20122 1 4148 PAN 12 2L4 X 6 711r X 6" 1 3 SIZE US0306 E12066 1 414C PAN 12 3/ e X 6 7 8" X 2 1/2 l* 11 1/3 SIZE US0302 E12062 1 414D SLOTTED RIBBON 11 11/ X 18 112 0 8E - TSRI8 1 415 FRYER WALL FLASHING 24" X 68` 8E -FWF 1 416 TRANSFER PAN RACK - GRILL 8E -TPR -G 2 m 417 11011ONENIATFRONTICTR 8E -FBT 1 SHOW SHIPPING DETAILS 418 FRY HOLDING BIN ,BX- FHB -S -44 1 418A SLOTTED TRAY LONG 8E- FHB -STL 1 0 CIE 0 1 418C DIVIDER BAR 1" W NOTCHED BE- FHB -DB27 -IT 1 418D CRUMB TRAY - REMOVABLE BE- FHB -CT 1 418E HARD COAT RIBBON BAG 5 I/2" X 21 5 8" 8E- FHB- RIBBAG 1 BUYOUT ITEM 418E HARD COAT RIBBON BOX 5 11Z X 21 1 Y 8E- FHB- RIBB0X 1 BUYOUT ITEM 418G FRY BIN SHIELD 8E- -FHB -S 1 418H FRY ON LEDGE 8E -FHB -L 1 4181 DIVIDER BAR 12 1 2" BE- FHB -DB12 IN 1 MEMO 419 TRANSFER PAN RACK 8E -TPR -F 5 419A TRANSFER PAN RACK MOUNTING BRACKET 8E- TPR- F -MB -4 1 a' 4198 TRANSFER PAN RACK MOUNTING BRACKET 8E- TPR- F -MB -1 1 420 FRYBIV SCOOP HOLDER 8E -FBSH 1 421 - CUP DISPENSER - DRIVE -THRU 7 HINGED 1• 11 422 CUP DISPENSER - SHAKE MACHINE - 3 WAJD 8E -CD -SM 1 423 CUP DISPENSER - FRONT COUNTER - 5- HINGED 8E- CD -FCH 1 ® a ©■ 8E- CD -Fc -sF 1 424 DRINK SHAKE COUNTER BE -DSC 3' OEM__ 425 SHAKE STATION rICASTERS A REMOVABLE SHELF 8E -SS ® ►1 a 1 HE' 426 u eE -FP MEMO 1 427 I EIGIONIO 1 428 TRIM TACO STATION FRYER ® IA "7�a' �■ 1 1 © 429 MEMO 8E -BH 2 III 430 GREASE RECOVERY S S SHIELD 8E -GRS 1 431 COUNTER SUPPORT POSTS W FT PLATE 8E -CSP 1 AT WORKSTATION 432 FRY BAG HOLDER - 6 COMP SLOPED SIDES 8E -FBAGH 1 433 CORNER GUARD BUMPER PACKAGE 8E- CG -PKG LOT 433A CORNER GUARD OUTSIDE 8E -CG-0 18 433E CORNER GUARD, INSIDE 8E - CG - 1 4 4330 BUMPER GUARD, 24" 8E - BG - 24 1 ummumm 433D BURR GUARD 36" 8E - BG - 36 1 433E BUMPER GUARD 48" 8E -BG-48 1 433F BUMPER GUARD 4" X 16" FOR SHAKE MACHINE 8E- BG-416 1 4336 WALL BUMPER 2" v FOR GRILL BASE 8E -WB -2 2 433H GRILL STOPS, 2" X 90 DEGREES 8E -GS 4 4331 REFRIGERATED BASE STOPS, 2" X3" 8E - RBS 2 434 TONG HOLDER, FRYBIN 8E -TH -FB 2 435 TONG HOLDER ASSEMBLY STATION 8E -TH -AS 1 436 OFFSET CUPS FOR SINKS 8E -OSC 5 437 OFF -GRILL STAGING FRAME - 6 FT 8E- OGSF -6 1 438 OFF -MILL STAGING MOUNTING BRACKET BE- OGSMB -L 1 439 OFF -GRILL STAGING STORAGE PAN - 24" 8E- OGSSP -24 1 440 STAGER COVER - OFF GRILL 8E -SC -OG ®, r 1 . 1 :1 1 ii■ :1 1 ii 8E - MSS MEMO 1 OMDING DhftK)N 442 RICE COOKER TABLE 8E -RCT m mmm 1 RICE COOKER SHELF, 14 X 24 BE - RCS 1 ® 443 MEMO BE - PD 12 EIGIO NINNIONALIE SLOTTED SaMM 1/3 SI ZE, 10 112 X 4 1/2 BE -SS 12 4455 ECG RING HOLDER BE-ERH 1 446 FRYER TIMER MOUNTING BRACKET W L HDWR 8E -FTMB 1 SEE HOOD DRAWINGS 447 FRYER TIMER MONW BRACKET W HDWR BE- FTNMB -G ® ►1 1 ] 1 I SEE HOOD DRAWINGS 448 © 8E -GTMB M 1 SEE HOOD DRAWINGS 449 FRY BOX HOLDER 1 450 1 1 : a ► 1 ?. �. ► la; 1 f� 451 =1 LANE MARKER 6' WIL STD REV K- GLM -6w -S 1 BUYOUT ITEM 452 SHW STATION SHELF 8E-SSS 1 14" x30' 453 TOASTER TABU CUSTOM 1 5' - 0" X 2' - 8 0 w BACKSPLASH ON LEGS © MEMO 470 PREP TABLE WITH SINK 5'0" REV w 18" RT END K -PTw 1 4 70A IV X " PREP TABLE ONERSHEIF FLAT 59 ImmmmmomA SE-PT -OS 1 4708 PREP TABLE OVERSIHELF. FLAT 14" X 59" BE-PT -OS 1 4700 PREP TABLE OMSHELF 9LANT 10'X36' ! -PT -OS 1 471 3- COMPARTMENT SINK w TEP -UP D8 dE 3C S7EPOB 1 471 3-COW MIN DISHITABLE - 3C- OfSMTA6lE FOR CLARK COUNTY NEVADA ONLY w w MEMO 1 1 : 1 1 1 1 w' ©� IN ENGINE m N .,.w IN MEMO INIGINNIN iii` �■ . 1 © MEMO 11 mmmmm IN WENION mmmmm INIMENNINION m MEMO ", :: , 1 ® i�■ 1 El MEMO llll� IN MEMO 11• �© o ■ter■ � � 1. 1 m mmmm ® �■ � ■■�■ ►�. :1' 111• • 'A � 1 r a .■ w u MEMO 0 S.C. STATUS CODE FW FILTERED WATER LINE 1' ASTERI STAINLESS C.F. CUSTOM FABRICATION W HOT WATER NE EQUIPMENT THAT I S CUSTOM V VOLT RATING CW COLD WATER LINE FABRICATED (C.F.) AND INSTALLED HP HORSEPOWER RATING W WASTE LINE BY SHOP LISTED WITH N.S.F. KW KILOWATT RATING BTU B.T.U. REQUIREMENT 2. DOUBLE ASTERISK (**) NOTE PS PHASE S/S STAINLESS STEEL INCLUDES PHASE CONTROLLER TO MAINTAIN D/R DIRECT/RECEPTACLE MIRING 2 CONSTANT CURRENT AT 21.7 AMPS U/C UNDER COUNTER 8E -TC -BR FOR EITHER 208V OR 240V. 0/T DRIVE -1HRU V.C.K. BRACKETS 18E - YC K 3. S.S. SELF SERVE 404 IGRIDDLE WALL FLASHING 24 X 92 PROVIDED WITH A NE�AA� S -ZOR OUTLET UNLESS 100 ITEM NUMBER 405 OTHERWISE INDICATED - REFER ALSO TO ELECTRICAL BE -PLD 3 SHEETS. STATUS CODE 8E -PLDB 3 A : OWNER OR OWNER'S CONTRACTOR TO PROVIDE AND INSTALL. G.G. TO PROVIDE FINAL HOOK -UPS. B : OWNER PROVIDED. G.C. (OR SUB - CONTRACTOR) TO INSTALL AND PROVIDE FlNAL HOOK -UPS. C : G.C. TO PROVIDE, INSTALL AND PROVIDE FINAL HOOK -UPS. D : OWNER PROVIDED. KITCHEN INSTALLER TO INSTALL, AND G.C. TO PROVIDE FINAL HOOK -UPS. E : OWNER PROVIDED, OWNER'S CONTRACTOR TO INSTALL AND PROVIDE FINAL HOOK -UPS. F : OWNER PROVIDED, DISTRIBU CENTER ITEM. R 9330 N" AVENUE SAN KOO CA 92123 Q im Jock it BM Bore Imo, Thaw droWr4s and rp4dAootbni we on pnwwty of Nook In TIM Sw he and r" not M ompiad ar rrpro due+od wWmt K. pnM%p orktan oonamt. WHARF! AUG. 5, 2002 Px(jo ONLYx 05 12 -31 -02 PERMIT• e: CONSTRUCTION: �: e o Z- 06Z � WV mui H LLJX: Cie � LLmQ ti' - � NED '� - 'ERM I- C�I11T�R Bite inIUMMUM MK TYPE: CONVERSION A it 8365 ADDRESS: 3742 S. 144TH STREET TU K WI LA, WA DRArIN BY: AM SCALE: NONE KITCHEN EQUIPMENT SCHEDULE K3.1 r � • U EQUIPMENT SCHEDULE ABRICATED KITCHEN PACKAGE - MODULAR KITCHEN 400 ITOASTER COUNTER WJBACKSPLASH It X 48 BE-TC 1 400A CANTILEVER BRACKETS 2 LARGE 2 4008 CANTILEVER BRACKETS 1 SMALL 1 401 BREAD RACK W CASTERS - UNDERCOUNTER 2 402 BREAD RACK W CASTERS - IMTH TOP 8E -TC -BR 1 403 V.C.K. BRACKETS 18E - YC K 7 404 IGRIDDLE WALL FLASHING 24 X 92 8E - G111F 1 405 PRODUCT LABEL DISPENSER BE -PLD 3 4o5A PRODUCT LABEL DISPENSER BRKT 4 1/2 8E -PLDB 3 406 ASSEMBLY CONTER - 11 BE-AC 1 NEED PLUMBING DETAILS & CABINET FOR CONTROLS REMOVABLE CONDIMENT FRAME BE - AC - CF 2 S CONDIMENT FRAME COVER SE-Ac-ac 1 40OC MAIN ASSEMBLY SUPERSTRUCTURE K -MAS 1 406D SATELLITE ASSEMBLY SUPERSTRUCTURE 8E-SAS 1 407 WEDGE BRACKET FOR NCC TIMER 8E -M8NCC 2 408 WRAP HOLDER - 8 COMPARTMENT 8E -WH -8 1 409 WRAP HOLDER - 5 COMPARTMENT 8E -04-5 3 410 WRAP HOLDER - 2 COMPARTMENT 8E -WH -2 4 411 WRAP HOLDER - 2 COMP OVABLE 8E- WH -2 -R 1 411A WRAP HOLDER FRAME - 2 COMP VABLE aE- WHF -2 -R 1 413 TACO BAG HOLDER 8E -TBH 1 414 TACO ASSY STATION W CASTERS 8E -TS 1 414A PAN 12 3 4" X 20 2L4 X 2 1/2 FULL US2000 E20122 1 4148 PAN 12 2L4 X 6 711r X 6" 1 3 SIZE US0306 E12066 1 414C PAN 12 3/ e X 6 7 8" X 2 1/2 l* 11 1/3 SIZE US0302 E12062 1 414D SLOTTED RIBBON 11 11/ X 18 112 0 8E - TSRI8 1 415 FRYER WALL FLASHING 24" X 68` 8E -FWF 1 416 TRANSFER PAN RACK - GRILL 8E -TPR -G 2 417 FRY ON TABLE 8E -FBT 1 SHOW SHIPPING DETAILS 418 FRY HOLDING BIN ,BX- FHB -S -44 1 418A SLOTTED TRAY LONG 8E- FHB -STL 1 418B SLOTTED TRAY SHORT 8E- FHB -S7S 1 418C DIVIDER BAR 1" W NOTCHED BE- FHB -DB27 1 418D CRUMB TRAY - REMOVABLE BE- FHB -CT 1 418E HARD COAT RIBBON BAG 5 I/2" X 21 5 8" 8E- FHB- RIBBAG 1 BUYOUT ITEM 418E HARD COAT RIBBON BOX 5 11Z X 21 1 Y 8E- FHB- RIBB0X 1 BUYOUT ITEM 418G FRY BIN SHIELD 8E- -FHB -S 1 418H FRY ON LEDGE 8E -FHB -L 1 4181 DIVIDER BAR 12 1 2" BE- FHB -DB12 1 419 TRANSFER PAN RACK 8E -TPR -F 5 419A TRANSFER PAN RACK MOUNTING BRACKET 8E- TPR- F -MB -4 1 4198 TRANSFER PAN RACK MOUNTING BRACKET 8E- TPR- F -MB -1 1 420 FRYBIV SCOOP HOLDER 8E -FBSH 1 421 - CUP DISPENSER - DRIVE -THRU 7 HINGED 8E- CD -DTH 1 422 CUP DISPENSER - SHAKE MACHINE - 3 WAJD 8E -CD -SM 1 423 CUP DISPENSER - FRONT COUNTER - 5- HINGED 8E- CD -FCH 1 423A CUP aSP - FRT CNTR - SUPPORT FRAME 8E- CD -Fc -sF 1 424 DRINK SHAKE COUNTER BE -DSC 1 425 SHAKE STATION rICASTERS A REMOVABLE SHELF 8E -SS 1 426 FRYER SPLASH eE -FP 1 427 TRIM, FRY BIN FRYER 8E -FBFT 1 428 TRIM TACO STATION FRYER 8E -TSFT 1 429 BAG HOLDER 8E -BH 2 430 GREASE RECOVERY S S SHIELD 8E -GRS 1 431 COUNTER SUPPORT POSTS W FT PLATE 8E -CSP 1 AT WORKSTATION 432 FRY BAG HOLDER - 6 COMP SLOPED SIDES 8E -FBAGH 1 433 CORNER GUARD BUMPER PACKAGE 8E- CG -PKG LOT 433A CORNER GUARD OUTSIDE 8E -CG-0 18 433E CORNER GUARD, INSIDE 8E - CG - 1 4 4330 BUMPER GUARD, 24" 8E - BG - 24 1 433D BURR GUARD 36" 8E - BG - 36 1 433E BUMPER GUARD 48" 8E -BG-48 1 433F BUMPER GUARD 4" X 16" FOR SHAKE MACHINE 8E- BG-416 1 4336 WALL BUMPER 2" v FOR GRILL BASE 8E -WB -2 2 433H GRILL STOPS, 2" X 90 DEGREES 8E -GS 4 4331 REFRIGERATED BASE STOPS, 2" X3" 8E - RBS 2 434 TONG HOLDER, FRYBIN 8E -TH -FB 2 435 TONG HOLDER ASSEMBLY STATION 8E -TH -AS 1 436 OFFSET CUPS FOR SINKS 8E -OSC 5 437 OFF -GRILL STAGING FRAME - 6 FT 8E- OGSF -6 1 438 OFF -MILL STAGING MOUNTING BRACKET BE- OGSMB -L 1 439 OFF -GRILL STAGING STORAGE PAN - 24" 8E- OGSSP -24 1 440 STAGER COVER - OFF GRILL 8E -SC -OG 1 441 MOP SINK SHELF 16"D X 33" 8E - MSS 1 OMDING DhftK)N 442 RICE COOKER TABLE 8E -RCT 1 442A RICE COOKER SHELF, 14 X 24 BE - RCS 1 443 PAN q 113 SI 1 7 8rH X 7" BASE BE - PD 12 444 SLOTTED SaMM 1/3 SI ZE, 10 112 X 4 1/2 BE -SS 12 4455 ECG RING HOLDER BE-ERH 1 446 FRYER TIMER MOUNTING BRACKET W L HDWR 8E -FTMB 1 SEE HOOD DRAWINGS 447 FRYER TIMER MONW BRACKET W HDWR BE- FTNMB -G 1 SEE HOOD DRAWINGS 448 GRILL TIMER MOUNTING BRACKET W HDWR 8E -GTMB 1 SEE HOOD DRAWINGS 449 FRY BOX HOLDER 8E -FBOXH 1 450 UPS WALL SHELF FOR POS 8E- UPS -WS 1 451 =1 LANE MARKER 6' WIL STD REV K- GLM -6w -S 1 BUYOUT ITEM 452 SHW STATION SHELF 8E-SSS 1 14" x30' 453 TOASTER TABU CUSTOM 1 5' - 0" X 2' - 8 0 w BACKSPLASH ON LEGS Gtr= sm PACK" m STOP 470 PREP TABLE WITH SINK 5'0" REV w 18" RT END K -PTw 1 4 70A IV X " PREP TABLE ONERSHEIF FLAT 59 ImmmmmomA SE-PT -OS 1 4708 PREP TABLE OVERSIHELF. FLAT 14" X 59" BE-PT -OS 1 4700 PREP TABLE OMSHELF 9LANT 10'X36' ! -PT -OS 1 471 3- COMPARTMENT SINK w TEP -UP D8 dE 3C S7EPOB 1 471 3-COW MIN DISHITABLE - 3C- OfSMTA6lE FOR CLARK COUNTY NEVADA ONLY R 9330 N" AVENUE SAN KOO CA 92123 Q im Jock it BM Bore Imo, Thaw droWr4s and rp4dAootbni we on pnwwty of Nook In TIM Sw he and r" not M ompiad ar rrpro due+od wWmt K. pnM%p orktan oonamt. WHARF! AUG. 5, 2002 Px(jo ONLYx 05 12 -31 -02 PERMIT• e: CONSTRUCTION: �: e o Z- 06Z � WV mui H LLJX: Cie � LLmQ ti' - � NED '� - 'ERM I- C�I11T�R Bite inIUMMUM MK TYPE: CONVERSION A it 8365 ADDRESS: 3742 S. 144TH STREET TU K WI LA, WA DRArIN BY: AM SCALE: NONE KITCHEN EQUIPMENT SCHEDULE K3.1 r � • U DIVISION 1 - GENERAL REQUIREMENTS The Gnnerd Conditions of the Contract far Construction. AIA Document #A201, latest edition and information far bidders list by Jack In the Box Inc. representative of the American Institute of Architects is hereby made a part of the contract docurmonto to the some extent as If written out In full. All worts shall be performed In a first —doss manner and shall conform to dl applicable codes of the building site. Changes to that specified shall be submitted to the Owner's representative„ in the form of detailed drawings and spedficotions, for the approval of the Architect. Proposals that alter the Contract and /or permit documents, site conditions and /or structural slements, shall be prepared under the direction of and signed by an architect or engineer, registered in the state of location of work. The additional cost of professional services, permits, fees, inspection, and other required costs due to the proposal of change, shill be paid for by the Contractor without cost to Owner. The Owner reserves the right to occupy the promises at any time before completion. Such occupancy shall not constitute final accspta m of all or any part of the work included in the Contract'. The Contractor shall verify all dimensions and elevations before starting work and shall notify the Architect inwnediotely of any discrepancies. Any conlicts found on the Drawing snail be resolved before prooseding with the work. The Contractor shall determine the location of utiity services in the area to be excavated and notify Owner's representative prior to beginning excavation. The "building cost' shall include all work within the building area (above and below grade) and extend out to the outer face of concrete planter curbs and drive —thru curb. All work beyond this building area shall be listed separately as "site costs" and shall include all on —site and off --site work (off —site shall incorporate any and all work outside the property line and shall be In full accordance with all governing agencies). The work generally included Is grading, pavin% curbs, wall or fences, yard lighting, all utilities, landscaping and sprinkler systems, etc. Include all costa for bonds, inspection, etc. If any dWrepanclas are shown or information that is deemed by the Contractor as necessary Is missing at the time of bidding, the Owner must be notified in writing prior to signing of a Contract Clean —up upon completion of each subcontractors work: AN rubbish and debris shall be removed from the location of work by the subcontractor at his expense. A. KITCHEN EQUIPMENT: Buying of equipment by Owner, Installation as indicated on Kitchen drawings. See note on Sealant. Division 7. 8. INTERNATIONAL COLD S QMM (ICS),. 1., ug& Install ICS walk —ins are constructed in one piem and are delivered to the site on a troctor /trailer, and placed on the walk —in slab by ICS. The G.C. shall remove all obstacles that would come between the tr actor /trailer and the walk —in slab. If a crane is necessary for the walk —in installation, it will be the resposibil'rty of the G.C. to arrange for the crane. EI� Coppstions: Once the ICS walk —in Is in place, the ICS installer will open the refigerant lines the the walk —in systan(s). The E.C. shall make the electrical connection to the ICS control panel. AN of the wiring from the ICS control panel to the interior electrical components of the walk —in are completed by ICS prix to delivery. Fl�liog and l M: Flashing and trim kits and threshold are supplied by KS and instated by the G.C. INTERNATIONAL COLD STORAGE P.O. Box 425, 215 E. 13th Andover, KS 67002 (800) 835 -0001 Attn. Feras Affoni C Ice Owner provides compressor, condenser, evaporator refrigeration piping and accessories. Contractor provides condensate droins, refrigerant and heat tape for drain lines. Contractor installs, starts up and tests all equipment. piping and accessories. See Kitchen Equipment Schedule, an kitchen drawings. Provided by Owner, assembled and installed by General Contractor. See D1.0. Decor Plan and D2.0. Interior Elevations. Furnished by Owner and installed by Food Service Equipment Contractor. See Food Service Equipment, See Kitchen drawings. F. SM0 an CO Liner Coca —Cola shall provide/Install Owner — furnished syrup Pines from syrup rock to each drink station. Refer to purhbing drawings. DIVISION 2 —SITE WORK Gear and remove from site, treft brush and refuse from within limits of construction and pout 4 Remove all obstructions that Inter ffs with building oonstnuetlon and paving as indicated or n k*4 and portions of public sidew ollks and curbs to extent necessary to provide new cirl ye and sidewalks. Locate existing underWound utilities by careful hand excavation before starting earthwork operations. If utilities are to remain in place. provide protection from damage during construction operations. Contact loud utility Company for Information regardh underground utilities. Should uncharted or incorrectly charged piping or other utilities be encountered during excavation, consult the Owner immhediately for directions as to pracedum Repair damaged unities to the satisfaction of the Utility Owner. Cooperate with the Owner. and public and private Utility Companies in keeping services and foditise in operation. Barricade open excavation and post with warning lights for the safety of persons, operating warning lights during hour from dusk to down each day` Protect strucb^ utlitiss, sidewalka, pavements and other facilities immediately od jocent to excavations, from damages caused by settlement, lateral movement, undermining washout and other hozordL AN fill and back ill shall be selected fill material compacted to at least 9M of the Moxinum Density Obtainable by the ASTM D1557 method of compaction. Unless noted otherwise on the grading plan and earthwork specifiecotions, use non — expansion fill material at building area and under walks. Refer to sad boring reports for additional requirements. Contractor shall rough grads site to within 2' of finish grades, i.e. to within r of top of curbs and walks. DIVISION 3 - CONCRETE 1. CON See con«.ce sP.cifiOOGons on oowri¢ sP10. arorrae all concrete work compl as shorn an the Drow ingr herein specified, inducing concrete 6ammrark niniorcament dowels and ocaaorips, concrete mead, placed, finished and cured. Provide construction joints at 15' —O' on center maximum, unless otherwise noted All construction joints to be in one direction and all control joints to be in opposite (901 direction. Provide expansion joints at concrete paving juncture of buildings, structures, curbs, eta DIVISION 5 - METALS DIVISION 6 — WOOD AND PLASTICS 1. ROUGH CARPENTRY: See Notes Droving SP20. 2. .. R OO F See Notes ) SM O. 3. FINISH CARPENTRY MATERIALS: LUMBER PROD,UC,�TS: A. Perform finish carpentry wok in accordance with AIM Quality Standards, premium grade, Use full length pieces, miter all joints, shouller joint at door jambs. Fill all nail holes and sand smooth. B. Mood Trim at Interior. Vetical Groin Red Oak — surface all exposed sides. C. EagEw wbod , Trim . 91 Exterior•. Resawn Douglas Fir,, no knot: stain grade D 303- 6—S/IN rough sawn Douglas Fir or Southern Pine. F. Sheet Motlft-- 1) Laminated Plastic A. Where noted plastic laminate, furnish and install per Color Schedule. AN plastic laminate to be banded to sur noted with Contact Cement. At Self —Edged surfaces, the flat top layer to overlap the vertical surfaces there routed smooth. S. Where plastic laminate is noted for interior doors, furnish and install per Schedules, AN plastic laminate to be bonded to all surfaces of the door with Contact Cement. At Self —Edged surfaces, the flat top layer to overlap the vertical surfaces then routed smooth. Route Laminate/Door Stle as required for Hinges Hinge face shad be Uh with face of larninot& 2) Counter Tope and &Wring Douglas fit plywcaod, A —C faced, and exterior glue. r DIVISION 7 - THERMAL AND MOISTURE PROTECTION ENERGY COMPLIANCE: Fbad Windows (Gloss): Shall be sealed to Bait air inf it ration. Hollow Metal or Sold Con Mood Doors: Provide vinyl or sHhest metal weother seal at head, jamb and sus at exterior daces Exterior Storefront Hinged Doors: Provide vInyl seal at on and continuous pie weatherstrip vertically and at top rats, Open exterior joints around window and door frames, between walls and foundation% between walls and roof, between wall panels, at penetration of utilities the envelope, shall be sealed, ooulced to prevent moisture 40 hall be s and or weather►— stripped to limit air leakage Adaltionoly; foam Insulation sprayed in and around window —door lromes where metal rneets wood (rain hg and all exterior electrical, plurrnbing and other wall psrhetrotlons. A. 1) Batt insulation: JOHNS MANVILLE FIBER GLASS DINSION OMENS CORNING P.O. Box 5108 98 One Owens Coming Parkway DENVER . CO 80217 -5108 Toledo, OH 43659 (800) 654-3103 1- 800 -- GET —PINK or local Representative B. 1) Exterior Walls: Wood studs — R -19 bott insulation. FS HIS- 1 -521E. Type N (nonreflective covering one face). 2) Interior Partitions Sound Insulotim — 2 1/2" thick friction fit, FS M -512E. Type I (unfoced) Place who sloven on drawings. 3) Attic Area — R -30 batt installation FS H H -512E, Type —I (unfacsd) or where January's temperature average is 45 degrees Fahr+snheit or lower, the batt insulation shall have a "fire rated vapor barrier face. The i nnk ion Installed between roof trusses and joists at undo-olds of roof sheathing to be supported by 18 gauge anti —sog wire at 16 inches an center. Mil o. A. Related Work SRIGft Elsewhere: 1) Plywood sheathing: See notes sheet S2.0 and SP2.0 2 Shoot metal Section FLASHING AND SHEET METAL 3 Mansard Roof Framing: See Roof Plan/Monsard Framing, sheet S&O 4 Built —up roofing: Section MEM�RAI ROOFING B. aawbmtw 1) Shingles: Comply with UBC Standard 15-2 with UL pass A Fro Resistance and UL Wind Resistant rating. 2) Construction: Comply with ASTM D 3018 -90, Type 1 and D 3161. Type 1. C. 1) Shingle: GAF series type as noted on dwg&. including all accessories and trim to provide a complete installation. See drawings for specific series, color and prafale. 2 Flashing Cement: As recommend by manufacturer, asbestos free type. 3 Fasteners: Roofshg nai. 12 gouge min., hot clip galvanized or aluminum, head as recommended by manufacturer. Length: penetrate sheathing or 3/4 inch embedment, whichever is less. When sheathing is less than 3/4 inch, provide ring shank nails. 4) Underloyment: GAF Shingle —Mote glass reinforced underfayment, UL listed for use in Class A system, and complying with ASTM D 226, Type 1. GAF Materials Corporation 1361 Alps Rd Wayne„ NJ 07470 (an) 423 -7663 D. Praia, Via* : 1) Contractor to verify the completeness of plywood roof sheathing. 2) Fill voids in substrate in accordance with manufacturers recommendations. E k11toNati�. 1) Install field underloyment at all vdhrp , him and ridges, save /roke roof edge, and lashing conditinr a as shown. Apply primer where recommended by manufacturer. Lap ends 6 indw and firmly ad he to substrata Lap underioyrment at sides 2 inches lap ands 6 inches, nail in aeotxdonce with manufacturer's instructions Do not allow to remain exposed to weather for more than 24 hours without shingle instalNotion. 2 Installation to be in accordance with manufacturers! reconnmendot'ior& 3 Coordinate with all flushing and roof penetration installation. 4. E ROOFING (COMPOSITION ROOFING): Built —up rooflnq system shall conform to the iaftwinq speciAcation and be Installed In accordance with n mfocturer's reoamn+endotiane Any other man efocturer's material wn @hall be approved by Oer before Installation. JOHNS MIANMU 0VM CORKING P.O. ON 5106 One Owens Corning Parkway Denver. CO 80217 -5106 Toledo, ON 43650 (800) 654 -3103 1- 800 — GET —PM or lood Reprwssntatin A. Manville — Vocifk:otion m 40MC, pose "A". B, Tho ■rrrnmry of on ft. ohms &" not i� tame: Glosbase base felt (1 ply) ASTM D-4601 28 Ibs. Aspholt— coated flherglass pfyfMt (2 pies) 16 Ibe. per ASTM D2178 TYPE IV Gbscap mineral surface cap sheet (1 ply) —81 72 lbs. ASTM D-3009 Asphalt mopping (3 • 25 Ibe,) ,. Approximate weight per 100 sq. ft. 1 I C. Amolioation of Faso flaohina and oar d rimy fao��in 0. MMAS SadAcatian OF'E -3 (0) Extend base Noshing up the parapet wall a minimum of 9 inches above roof suurface and nail 9 Inches an center through tin—discs along top edge. Starting at the top outside edge of parapet wall as indicated. apply a layer of base sNo extending it varticaly down the inside face to a line along the middle of the cant. Lap the sheet ends 3 inches. Nall shheet 12 inches on centers Waugh tin —discs in all directions. The surface of the base sheet and the base Noshing shat be mapped with asphalt and while hot, install Dynnalastic (w/ white granules) mineral surface cap sheet wall covering extending from top outside edge of parapet wall ocr+oes tap and down the vertical surface over the first base sheet and base flashing to top edge of cant All sides and end laps shall be 4 inches. Nail cap sheet through tin —discs 9 inches on center along top of parapet wall. AN exposed fasteners to be covered with a layer of M1BR flashing cement 1) Valleys: Reinforce valleys with an additional ply of base sheet 36 inches wide extending 12 inches up indbum lapping of 4 inches on ends and slid mopping of asphalt to base sheet 2) Cant Stripe: In angles of roof deck and vertical surfaces, the roofing contractor shall furnish and install a fiber cant strip with a minimum of 3 --inch fans. In addition to the Manufacturers' 10 year material guarantee; the Roofing Contractor shall furnish a written Two Year Material alt Labor Guarantee 5. FLASHING AND SHEET METAL A. Furnish and instal all flashing, sheet metal, downspouts, and scuppers not specificaly described in other Sections of these Sim ecifioatiano but required to prevent penstnotion of water through exterior shell of the buildings„ including flashing, caps and roof equip. platform covers. EL Comply with applicable and details of the 'ARCHITECTURAL SHEET METAL MANUAL', by Sheet Metal and Air Conditioning Contractor's National Association, Inc. (SMACNA) Q Instal sheet metal over a layer of 30# roofing Belt D. Sheet metal vents and pipe jocks, 24GA minimum galvanized W /4" minimum flange. E. Downspouts, scuppers and wall cape„ 22GA each minimum. F. sized Iran_ 1) Sheet metal or iron shad be a standard brand of open— hearth, copper— bearing steel, copper — molybdenum iron, or pure iron sheets. Use 24 gauge minimum unless otherwise called for an the Dra*ings. 2) zinc Coating+ a. AN galvanized sheets shall have a zinc coating applied by hot—dip process to all surfooes. b. Zinc coating shall weigh not less than 1-1/4 ounces per square foot nor more than 1 - 1/2 ounces per square foot of surfaces; covered and shah conform with ASTM A -93. 6. ROOF ACCESSORIES: The work of this Section includes the providing and installing of accessories to be installed an the roof and llo shed to provide a watertight Instalation. A. Roof Hatch: (If noted on drawing=) Blico ( � 2P-6 0 safet� S—�' galvanized and banded for paintirhg with two ladder Of MN" up y p LU . or approved equal. CITY NMYED THE BILCO COMPANY P.O. Box 1203 APR 19 2004 New Haven. CT 06505 (203) 934 - 63x3 �s NOTED A1JttDi1'+Q n�SK�N BADCOM —DAMS HATCHWAYS . M1C. M LCOR LP 50 LOLL STREET P.O. Box 1150 ARLINGTON, MASS, 02474 Holland, OH 43528 (781) 643-5M4 OR CALL, LOCAL REP. (800) 529 -1411 B. tas< Z Dormer AcM Parwioc (then rsoadrodl C�RRA PRODUCTS Style* C —NT Flesh AN Purpose Access Door consisting of 16 gouge steel ban s with 1' Aanhge„ 14 gouge steel door pa nel. concealed continuous spring hinge w owd cam latch. Mount in Bust —up Rooli System U.O.N. •Options ( other than noted above}: 8; Gdv. Bonder irsd Steel, G; Gaskotl" all sides of 6 a, 'finish: Paint to notch adjooent wall, U.O.N. rSitrc 24' wide x 3d' high. U.O.N. C RRA PRO XI S MILCOR LP 1701 Mason Surest Mortlheost P.O. Book 1150 Minn a mpa& MMl 56413 Holland, OH 43528 (M) 412 -3724 (800) 326 -1411 www.dwroproducts.com ��, ►�. �Ir1c'�►�1�1,� I M 9330 BALBOA AVENUE SAN DIEGO CA 92123 (D1999 Jock in the ON ire. These &awinoo and speaifkatione an the POW Y of JW* In tlw a" Me and shah not be ospisd or repr*&AW whh"t its pre4 w written oonsant. RELEASE: AUG. 5, 2002 Px(ie ONLY): #5 12 -31 -02 PERMIT: 14/04 BID: CONS1Rl1CT10N: �eVisiOrlB i! �i 't g ` oil ov! 06Z � LLJV W H LLJ= oC � LLMQ RECE ►7'V OF t! IK1N1! A r� 7 - J 1 pEJ�AMT C&YrER 1 site infiormat i W TYPE: CONVERSION ,AB 0: 8365 ADDRESS: 3742 S. 144TH STREET TUKWILA, WA DRAM BY: ARR SCALE: NONE GENERAL SPECIFICATIONS SPINO r r E r r W "A e 4 7 9 7 A. 1) for joints where n u meet b antic;oatod, uw A.C. Nam NarnW (pdysurlAde)i are cornpanent system N the odor wlridm most Closely matelmee the ad je cermt srrt ww Sodmt to how a shone 'A' hardness of 20 to 3Q 2) For dry joints behow dealrrmiar materialss ashen little movernent Is antWpoted. ua A.C.Horn I rlorneed i CwA (butyl ribber) are compowt sydan In the odor mrhmichm wow doedy matches the od jocamt surfaces. 3) Glazing and Ki dwn General Electric SOWN CiorabucUon 1200 Sealant. 4) Sheet Metal Flaelmimg and Coping General Electric Sypruf SNicane Weather Proofing Sealant,. 5) General Contractor shall imckxb in His Work the Fallowing After all equipment and wall materials are kwtak4 all joints to walls and bases shall be sealed with Silicone ceder. 6) AN Inside vertical cwamia tie corners shah receive a tooled bead of siioons sedant. DIVISION 8: DOORS AND WINDOWS 1. METAL, DOORS AND FRA 5: A) Doors and Frames as manmufactkred by Stsd rah. or approved egad. labelod or non - labeled and sized as indioated can the Drawings„ B) Steal doors shall be full-flush design L -16 (16 gauge) reinforced for finish hardware and with baked -on prune paint. Steel Pram w shall be Type F -14 (14 gouge) full- welded unit consbucUon with earners mitere4 reinforced and condnuoudy welded full depth and width of frame. Proper reinforcement and cut -out for the finish hardware. Frames supplied with suitable jamb and base anchors, ribber bumpers and prune painted SIEELCRAFT 9017 Blue Ash Road Cincinnati. OH 45242 (513) 745 -6400 C) REPUBLIC BUILDERS PRODUCTS 155 REPUBLIC DRIVE McKenzie. TN 38201 (800) 733 -3667 2 • Fkah wood doors as manufactw a by IMeyentraeuser or approved squat. Door shall be rmnorwfocbred per the millwork standards of the Architectural Woodow Institute (AN) for premium grade. A. Solid Core: Mat - formed wood pa ticleboard. banded core, Marshfield Sena, type DPC -1. 1) Face Veneer: .050" general Mpom high Prsswe laminate aawkwb gs as indicated an drawing, using hot press contraction 2) Adme *4= Conforming to Type 1. for interior and exterior door faces and Type I for core. 3) Doors to have metal louvers as indicated on the Drawing. Shall be 24 gauge with chevron two blades with free air 503 told area and prime painted VVEYERHAUSER 1401 E. 4th STREET MARSHFIEL.D, 9 54449 (715) 384 -2141 B. EGGE'RS H)USTRIES 164 N. LAKE STREET NEENAH, IM 54956 (920) 722 -6444 A. QmN� 1) Annealed glase shall conV!y with ASTM 01036 and tempered or heat stnngthnared glass shall comply with ASTM C1048 2) Insulatig unit shall comply with ASIM E774 using ASTM E773 as the tat rune! hod. and shall be certilfed by SIGMA (Sealed Ineulatinq Glass Manufacturers Assoc.) or a siniar approved testing Pr'ogr'am• Insulating unit shnoll be ratekk CBA. B. 9wa A. 949 Oozing A. Ile dear Sod gloss (•Annealed or twnpered Per plans and a required by code) B. Insulation unit did be carmfigured as follows: A 1" inwjk*W gkn Outboard Itc 1/4' Geer T%w Float pose ( *AnwmeoMd or tempered per plane and as required by code Ova unit Ilkltneesc 1" (non.) Insw oWq Unit sedontec Primwry ad MAO Seoondwy seal Silicon B. * re now an �ses "twig finish safinednnls� Provide 1' imwrloled 0M with PPfi e0 00664 an R swrface� Urilb to be rnvnullnnned by a PPC CwWW fsbrlavlor. Missing cent wive shed be by providnrg ell lsnmpsi s or hsrni wW alty Skee In d area *me regnrkod by 4orwnnbg cedes. 1) 1' Clow 11MA fed 010011 a Oka shall hove a vbtw r*tdm U —Malw of 0. 4e(stu/Ilr./Sq.Ft�/�.) b. pose shah haw a arrmrnsr daffy w U — Moles of 0.5d(atu/lir./'Sq.Ft/F.) c. IN 101 A MA dwd be: 0.51 d Depot lwh % nmktarnoe show bee 70w a INM shall bee 50R f. sic (&WW TI arrendeelen G1101010) ro" 36 2) 1" dear irnsuloted Vase with PPG Solarban W a close shah have a winger rmighttkno U -valuw of a26(eWA*./Sq.Ft./F.) b. pose shall hove a smmvw doytMne U -value of: Q20(st A*./Sq,Ft./F.) c. Shodng ooefficisnt shah bec 0.44 d W30ght b anenottowe shall be 6o e. UltravIdet trownittmcs shah be: 143 f. STC (Sound ronsrniwion Case) rotirgc 36 3) Me dear Insulated glass Q. Gloss shall haw a winter nighttime U -value of. 1.00(Btu/Hr./SgA/F.) b. Glans shall have a sumwwr doyam U -Maiw of 1.03(Btu/*./SgA/F.) c. Shading cosflidant shall be 0.84 d Dooght tnonsrrmittarmoe shall be: 773 e. Ulboviolet borwrrittanoe shall be: 600 E STC (Sound Tronsrmmissionn Close) rating: 36 0. Sal= C_&& 1) Prior to installation, carefully inspect installed work of other trade and verify work is completed to the paint when the walk of this action may 2) Verify that the gtave is inatkiod in the accandmice with the original design and in the accordance with all pertinent codas and r�agnrlations. E. 1) I tect iomn: Use all means n ecess ar y to prot ect the products of this #wade erialsof other s. and to protect the work and the r 2) Replacrsrmrent- in the event of damage or breakage, Con acliotely make ON repairs and replaeemmente nacmary; this ask shall be cone at no expanse to the owrw: F. 1) Comply wm the dowbon n arnufac guideline for glazing the insulating kaming systems. 2) Gloze using d nmdord industry (Gars, Signora and Aanna) for insulating glow with proper sealant 3) Setting blocks should be W90 Shore A durormeter neoprenme, 4' (min.) length, width equal to glop thicknow and placed at quarter points of the glazig unit bas. And -walk (edge) Mocks sh a u d be 56--65 dw nnetar neoprerme with at leant 1/16' clearance between block and OWL 4. ALUMINUM SI - QMO NT SYSTEM: the Storsk rot System shall be as noted an the Drawings and as manufoctnred by KAWNEER COMPANY, M or approved equal KAWNM COMPANY, M Tednnalogy Park /Atlanto 555 Gu#wMge Court NORCROSS, GA 30092 (770) 44® -5555 or call local rep. e. VISTAWALL ARCHITECTURAL PRODUCTS UI ITED STATES AL ANNU l CORP. P.O. BOX 629 200 SINGLETON DR. 803 AIRPORT ROAD WAXAHACHNE, TX 75165 lERRELL . TX 75160 (800) 627-SW (800) 869 -4567 PITTCO ENGINEERED SYSTEMS, M P.O. BOX 814645 DALLAS . TX 753M -4645 (214) 934 -2391 A. ftikm Wall Sotem god Doors: 1) Type: Furnmishn all neceemy motaW labor and equipment for the complete istaNatian of the swing do door h anna & store front tranirng systems as slap on drawings. Door framing and storefront irwrning shat be Trifob VG 451 MN7ER KM (Structurd Silicone Series) as rrrawfaotkred by the KAWER Co. hoc., or approved equal. 2) Doors Shol be series 190 nar * do ors with I high bottom roll, in shn a shown an drowigs. [doors to be s ingle and from EPDInI bled* � bottan wall. � syeten janbe/Mnead gosket sweep �P �9 See Finish Hardware Schedule an drawigs for additional ernents. 3) Fimislc a. Anadzed See Exterior Els ootians, for Color. Exposed Akrnrminmrn Saftsw Factory applied prod e finish co rlewOnq with Alumnnirurn Assockv ion standard AAM12C2 Psi nanokAc color to be Per drowlrrq. b. Potat: So Exterior Else vtio►rm- for Casa. E>40e011 Ahsrr*wn Swrfooee Factory applied 'Fkoq m PrwMwe' Paint with nninirmunn 703 KYMAR 500 Rob Bass ant nmarwfstelnnnd by Vaispar. ML or appr o - *gaol. Apply in sbict a000r+donoe with mankeludMnmrs' approved nreihade. Paint shah meet Cr ermossd AAMIA W&2. Frwnmesc slew a slmo mm an the Orvwimlk liner" Cods cannweld *oft errbrn*d almrnriwrrn: AM 6221: aanmplele %ft mmsddmlrmg stops of pm& to swat bona aw of oftpft sins to pmnlde wMiclsrmt bfb an gdses„ oW *111W holes, Is�%dw pHsMa aWto weep OW dridnp 1 4) 04oeee Parelec Minor: Style M or MS with lush screwdriver operated lodes. Use 3200 Series (S Ubd) with Knurled bm6 alt mortise c0ndsr for 1 hr. eriwwd duct sndosurw In dm a eho m an dr�owan a) In gypeirn drywall and cep i is use prise - -octal . b) In tie-Oft ad@ and VW-WAA croft ua ddnieee stdeei I one and panel. MN.COR LP P.O. so rt 1150 11don ON 435 (000) 52S-- 1411 CE900 AOCESS PROOtlCTS 0300 73rd AVENLB N. BROO CLAW PARK. MN 56425 (612) 424 -4016 Install gypemnm waboord in acoor�dunw with ma wkwhrwe written hnetructiors. ff ..F► i i i It. :.«.F; :#. :,r All Cammamtitlowe Backer 804nd shad A. Most or eoweed tM ANSI Standards for cernentitiow bodker unit (CBU). See ANSI A11a8 --1992 for tat methods and epwMentiome for CBU and ANSI 10811 -1992 for intswW instoNotion. B. Meet or sweed the AM Standard E136 for DUROCK CEMENT BOARD PERMABASE CEMENT BOARD US GYPSUM COWANY NAIIONAL GNP" COMPANY P.M BOX 806278 20M RDFCRD ROAD CHICAGO . 8 60699 -4124 CHARLOTTE; NC 28211 (877) 874 -6655 OR CALL LOCAL REP. (704) 365 -7300 aR CALL UXAI. REP. -2 a CAV of T"IA WRoVE APR 19 2004 AS W { EU 5, PASS —THRU IMNDOW : (Fumished by or and In tilled by ContMtatl mmA qens" Auto Clo ft Pass -llwu andow in M e *!d aurn. 6 an+o. Pn- Window opsnan not to emroeed 432 sq. im. See Exterior Eiswu ms for filar. Sa KNdwm Dwalop Ibr eddtieowl Intornnouen. Unit a nuarwtoabm bye G.R. CO. INC. 1334 K 132 STREET GARDENIA, CA 90200 Fit W-421-4"449 EXT. m 310 -515 -2200 FX: 310 - 515 -1257 _ T A. a�0 Smrimgimg Dvorak 1) Cylinder guards ahaM be installed an all cylinder locks whmenevsr the cylinder pro*ts beyond the face of the door or is otherviss accessible to gripping tools . Drive -llwu Window 1) Sliding window shall be equipped with lacking device and shall be so constructed and h iotdod thot they rwncin intact and en gogsd when subjected to the tats equipped by Governing Code Section of locale. 2) Sliding doors and windows shall be provided with a device in the upper channel of the moving panel to pmhbit noising and rainosinq of the nwkq Panel in the closed or Partially open Position. 8 1 AN Fiol=6 Adana Rif, and Sirmnpleoc hardware shah be provided by Owrsr and installed by the Gerwral Connbvetar. AN other hardware sp e cifisd to be brand norms or equal. 2) AN bckeeft shah be equipped with six (6) pin inter+chmarrwhim carts. 3) Keying AN cyf WWm shnoN be nomownble core, molter keyed to existing system. 4) Fabricator of Akrrfti m door shah kwW Owner- supplied cylinder and lock hardware before dd wery to site. 5) Metallic sign over doors 1 stating "This door must remain unlocked during busineos hours". Letters shall not be loss than 1' high on a contrasti This sign shall be provided by Owner, and installed by Contractor an Ahw*wm header *omw (2 signs total re**sd� 6) Threshold eorrfigkrrations to comply with ON accsssi i ty requirerew tL 7) Higes: Provide eonthimus hinge% color to match storefrnrmL jmi MJM71 DEXip71f1N Grob Bar Per Plan Per Plan (1 -1/4" diameter with Satin Finish) Paper Towel Dispenser Per Plan Per Plan AN other acoemendes to be Ihrmriehned by oum 8 Installed by contractor (MF.C.L. See rattan eleMOtions. DIVISION 9 — FINISHES M ; 1 4 1 A a 1 : AN GWboard to be A. thick Vs Fire Ratad per ASTM 063078 equal to to U.S.G. Fieeode TO pwm*L 4 e Panda. B. Uwe noted on Finish Sehmedule use 5/8' thick rmmobture resistant Type V Fire Rated wallboard equal to U.S.G. W/Fire R Fiecode w e panels. Each sheet shall be marked by the manufacturer as to mmoistkre misting eapabiity of the pmducL Sod d awed and cut edges per monufkrcturer's teconmimmlotiorm US GYPSUM COMPANY GEOROA -- PACIFIC OOR IORA71ON P.O. BOX 806278 133 PEACHTREE STREET N.E. CHICAGO . 8 60680 -4124 ATLANTA , GA 30303 (877) 874-GM OR CALL LOCAL REF. (a00) 264- -5347 C. 1 do gypwum wallboard with long d to - dorms perpendi to framing. 1) Nail: Nur 11t 1 13 gouge, 1 31s"' burg, 19164" head annular ring nak 7' on center at ceft 8' on a ndw at walls. 2) Scrum Mead suspension. System Type `S Bogle 31R" minimum penebation in rrmstah i nmimg. 3) Metal edges shall be applied at all ergx*W corners, aw* etc. r DEPARTMENT 2 W" AVFW SAN KG% CA 92123 III t%dc in #4 lac Inc The do M and spaomAoottone are vw arty M 40* In ow @a bw wW r1d rat be OepiM or f Isf dlOM wwwwt it p owsw wit tan 000 t. alto RELEASE: AUG. 5 2002 P.M.(JB ONLYk J2 12-31-02 PER1rT: 1 /14/04 BIO: CONSMX 1�/11�il�1A! I O Y d z. 06Z WV =LU 1— W= DC � LL 4 RECE i site irALorrrrotion I ILA( TYPE: CONVERSION JIB f 8365 At DREM 3742 S. 144Th STREET TUKWLA, WA DRAM BY: AM SCAM. NO GENERAL SPECIFICATION SPINI • ms 11 • — ... .. .. .. ..e .._.y ..`r.ryp. .M.....Y�M�+M.�..IA�.Aw. +.._... �s- �.Y...'+..w • .w�M�... r. .. w.. ...•a►... mow- �. .... ra �. r 5, PASS —THRU IMNDOW : (Fumished by or and In tilled by ContMtatl mmA qens" Auto Clo ft Pass -llwu andow in M e *!d aurn. 6 an+o. Pn- Window opsnan not to emroeed 432 sq. im. See Exterior Eiswu ms for filar. Sa KNdwm Dwalop Ibr eddtieowl Intornnouen. Unit a nuarwtoabm bye G.R. CO. INC. 1334 K 132 STREET GARDENIA, CA 90200 Fit W-421-4"449 EXT. m 310 -515 -2200 FX: 310 - 515 -1257 _ T A. a�0 Smrimgimg Dvorak 1) Cylinder guards ahaM be installed an all cylinder locks whmenevsr the cylinder pro*ts beyond the face of the door or is otherviss accessible to gripping tools . Drive -llwu Window 1) Sliding window shall be equipped with lacking device and shall be so constructed and h iotdod thot they rwncin intact and en gogsd when subjected to the tats equipped by Governing Code Section of locale. 2) Sliding doors and windows shall be provided with a device in the upper channel of the moving panel to pmhbit noising and rainosinq of the nwkq Panel in the closed or Partially open Position. 8 1 AN Fiol=6 Adana Rif, and Sirmnpleoc hardware shah be provided by Owrsr and installed by the Gerwral Connbvetar. AN other hardware sp e cifisd to be brand norms or equal. 2) AN bckeeft shah be equipped with six (6) pin inter+chmarrwhim carts. 3) Keying AN cyf WWm shnoN be nomownble core, molter keyed to existing system. 4) Fabricator of Akrrfti m door shah kwW Owner- supplied cylinder and lock hardware before dd wery to site. 5) Metallic sign over doors 1 stating "This door must remain unlocked during busineos hours". Letters shall not be loss than 1' high on a contrasti This sign shall be provided by Owner, and installed by Contractor an Ahw*wm header *omw (2 signs total re**sd� 6) Threshold eorrfigkrrations to comply with ON accsssi i ty requirerew tL 7) Higes: Provide eonthimus hinge% color to match storefrnrmL jmi MJM71 DEXip71f1N Grob Bar Per Plan Per Plan (1 -1/4" diameter with Satin Finish) Paper Towel Dispenser Per Plan Per Plan AN other acoemendes to be Ihrmriehned by oum 8 Installed by contractor (MF.C.L. See rattan eleMOtions. DIVISION 9 — FINISHES M ; 1 4 1 A a 1 : AN GWboard to be A. thick Vs Fire Ratad per ASTM 063078 equal to to U.S.G. Fieeode TO pwm*L 4 e Panda. B. Uwe noted on Finish Sehmedule use 5/8' thick rmmobture resistant Type V Fire Rated wallboard equal to U.S.G. W/Fire R Fiecode w e panels. Each sheet shall be marked by the manufacturer as to mmoistkre misting eapabiity of the pmducL Sod d awed and cut edges per monufkrcturer's teconmimmlotiorm US GYPSUM COMPANY GEOROA -- PACIFIC OOR IORA71ON P.O. BOX 806278 133 PEACHTREE STREET N.E. CHICAGO . 8 60680 -4124 ATLANTA , GA 30303 (877) 874-GM OR CALL LOCAL REF. (a00) 264- -5347 C. 1 do gypwum wallboard with long d to - dorms perpendi to framing. 1) Nail: Nur 11t 1 13 gouge, 1 31s"' burg, 19164" head annular ring nak 7' on center at ceft 8' on a ndw at walls. 2) Scrum Mead suspension. System Type `S Bogle 31R" minimum penebation in rrmstah i nmimg. 3) Metal edges shall be applied at all ergx*W corners, aw* etc. r DEPARTMENT 2 W" AVFW SAN KG% CA 92123 III t%dc in #4 lac Inc The do M and spaomAoottone are vw arty M 40* In ow @a bw wW r1d rat be OepiM or f Isf dlOM wwwwt it p owsw wit tan 000 t. alto RELEASE: AUG. 5 2002 P.M.(JB ONLYk J2 12-31-02 PER1rT: 1 /14/04 BIO: CONSMX 1�/11�il�1A! I O Y d z. 06Z WV =LU 1— W= DC � LL 4 RECE i site irALorrrrotion I ILA( TYPE: CONVERSION JIB f 8365 At DREM 3742 S. 144Th STREET TUKWLA, WA DRAM BY: AM SCAM. NO GENERAL SPECIFICATION SPINI • ms 11 2. ALE■. Includes Moors Ind�ot� In � W Or to ft � kwtd Cab�r�and�Yv � Le d� � e far Wow owings. gnd 9mfL A. Standa'ed 1) Ihetarotlon of tie did be a by latest edition of Tie Contest of Americo Handh D OIL 2) Ik Floorb W F112 -e4 thin set. 3) bntsrlor Wells W243 -e3 (dry wt� 4) A be laid with Drysst mortar- conform with ANSI A1181.1 or Lotex- oomwt mortar- conform with ANSI AIM. 5) AN tit rrsquirwts o long lead tune. There shall be no substitute: 6) Provide all trim ehap►es, cowed basest bur -nose, etc.. factory out caner Writers and ImMde base caner coves 7) Glazed Tier (Union Shown Otthrwrise) Shall be installed thin set, stock bond lag dimension vertical. 8) 71es uiMaN be Maid level and true in conforming to those standards and ooaptabls to the Ow wn o Repraentotiw. 9) Tilt Now to be rowrsd during cc istruction with Kroft parer or polyurethane for protection. NATIONAL ACCOUNT: DAL -TILE CORPORATION P.O. BOX 170130 DALLAS TX 75217 (214) 398 -1411 A. M lndudsd Provide complete suspension systam for paling 'T' bar for the prrelinielnirg Noy-in panels where irdoated on the Drawings kwWrg all trim and occowarieL B. ' r liar SAtern_ The system shall be equivalent to ARMSTRONG WO Xh.' Exp coo type main runners and crow 'T"'a Grid shall be 73OW -II white System shall be complete with woN angles and hold down dips and other accessories (whrere required). C. thy' as 1) 12 gorge galvanized at 4'-0" each way. D. Metal Trim: 1) Harrnrrhed angle moulding 7800 -VM ARMSTRON WORLD INDUS MS . INC. P.O. BOX 30M LANCASTER, PA 17604 (800) 292 -6306 CHICAGO METALLIC CORPORA71ON 4849 SOUTH AUSTIN AVENUE 04CAGO , L 60638 (800) 323• -7164 4. ACOUSTICAL CEIUNG TREATMENT: Tits :hall be ARMSTRONG 'Georgian - Non Tegular' #763 or equal. Size 2' x 4' x 5/8'. Material:. Fine Resist/Flamespreod: Class A (UL) mineral wool lbws. Flame spread : 0-•25 per ASTM E 84. ARC range :.60 -.7 L STC mange : 35--39. Color : White Contractor shall leave carton (6 pieces minimorrh) on -site with Owners' Representative for futures Wrainternanc Refer to ReSected Calling Plan and Schedules Sheet for extant of cam tie. 5. EM_ SERVICE CEILING TREATMENT TNes shall be ARMSTRONG 'VNYL!q.AD' WPM with stain and obrodo resistant ernboaed white vinyl surface or equal. Size : 2'x4'xl /2' with square edges. Fkww Spread = O U.L labeled Coss A. Contnoctor shall leave carton (6 pieces mirika") on -site with Owners' Reprrseentative for iutuune mointe nonce. Refer to ReAeeted Wing Plan and Schedules Shoo t for eoetent of coo" tie< ARMSTROING WORLD INM IRIS , INC. P.M BOX 30M LANCASIER, PA 17504 (800) 292 -6304 USG INTERIORS , W. 1000 CRrOCKER ROAD WESTLAKE , OH 44145 (coo) 980 -3m 6. FIBERGLASS PANEUNQ Fbwgkm relhforeed Polyester parneMr 7111 4' x 9' x 313:7' thick w O w it o es d fooe: Material shall here o Mew wood raft of 200 or less, One ■ (C)` See Room Finish Schte" an the Drambp for odor. Uw ACCMKL- MAft1W CON1PORA110N 201 "AM SIRM 00VER. ON 44M In the ersrtt Maas braid Is not wallelft q*revsd a*d% s Is L.A900 PANEL PRWUCTS 3255 Er MRALONA AVL 714 W- � fttah to be idtrWW mbely wwlrt no Itsrtowild Otto egply poW Wirt 0 vdwM wtoM odor PVC Nadd tgs et al eftm ow"m awtd Oft Omit Darter wtsiiArtgdi► was slam to isodwe SIsNseue SW mw eg ft 7. VINYL W i rnuraIur., Al *0 aevrYp to be ArnYW by t Ornr and bEd1a1 by t fiaud CeMroeler. bfgl w niawlea4rw 110001101MM1104101M. ► ► ► e ► 1 ► r;dr . I 1 .► I. It M tlw intent of ten epedllaatialw to WAuds all paintiq thra*tatt tlw interior aid "tour of the Structure an wood wwsw% wnetd all obw unt= r pktq POW a deeigrtot - in the di wh q and epedAoottons. 2o this work "An everything neoessary for, or UnAllimtsi to asoutrq and oanpwhtbq all of the paintbq work aoept a Oft's ep.cifle y aolodsd. 3. For Coilla i b Projects: All point pritwrs and lbrishtss elver comply with C,a librnb Air Reronrass Board (CAAB) and Envirarawntal Prratsctbn Agency A) requtirenwnt. L I. Each coot of point shat be applied at proper oarneistency and brush ed evenly; Aw of brush no sags, slckm rise with no wielswae of poor wrorknhanship. Carne slur be eeosr des d to avoid lapprr9 of glass or hardware. Paint to be sharply out to Irtea Firnisiwd paint surioces to be free from defects or 'him Melwa 2. Protective coMrs or drop clothe to protect toots, fixtures and equipment. Cam wercin to prrwsntirg spattered an to surfaces which am not to be pointed. Swfwn imam whhidn such point cannot be sotMfak turfy rarnovsd shall be pointed or repainted as required to produce a Amish sotielactw y to the Architect„ C` I. The Painting Sub - Contractor shall take the necessary steps to protest his work and the work of odd Contractors shall be - esponsbls for any and all damage to the work, or or prroWy6 of other Contractors caused by his ampiol or hi eW. D. I. The Painting Sub-Contractor shall examine the drawings and specilicotiaw for ttnis sectiorh and also, drawings and spiciliccations for painting work in other ssctkinL He shad advise the Architect of any canllct between his work and shot of other wrrol orniesions or Impractical dstois. E Storms of Yaterialr I. The Pointing Sub - Contractor shat stores all painting matrials and equipment not in Immediate use, In o moon or roams assigned for that purpooL Recd*q and opening of all painting materials and mbdng shall be dare in this morn. 2. AN necessary precoutio w shall be taken n to prevent fire. Roger wade soiled with point shall be rorrnossd imam the pr+ennbee at the emd of each days work, or stored In metal corntaines with metal cows. F. 1. AN surfaces shall be in proper condition to receive firishn, aoodwak. hand san apersd and dusted dean. AN knot holes, pitch pockets or sappy portions to be shneNadued. or sealed with knot sealer. Nall holes, racks or defects corefioNy puttied after list coat with putty matching color of stain or point. 2. Interior woodwork finishes shall be sanded bstwow goods` Cracks. hales all inqwfec in plater to be filled with patching plater and snood off to match adjoini sur kaw 3. Plaster and masonry shall be dry before any seder or point is applied. After primer- ssaler coot is dry all visits suction spots shall be touched up before applying suiocesding roots. Mork is not to proceed until all such suction spots ails sealed. In case of presence of high alkali co ndtion% surfaces should be wodw to neutralise. Metals *4 be dean, dry and free from mill same and rust Remain all grams and all from surfooa. 4. Concrete and brick surfoces shall be wive brushed dean. Surfaces which are glazed or Woo boo of parting compound are p oes t shall be i mAlasted or acid etched. Upon letic i of the Painting tractor that all glaze a acid w 9• In Eby the parting can - hd completely Gil Calars I. AN colors acre to be selected by the Architect. The Painting Sub- Cantroctor shall submit sm - Flee to the Architect for approval. Work to match approved odors and mwgka See Finish Schedules for color sections. H. J igloijiL 1. AN materials used, except as otherwine specified in carrying out the provisions of this contr+ act, are to be Bsnjmin Moore or equal as approved by the Ardhi wL 2. Undercoat a systems shhaN be of the same manufacturer a the finish coat.. 36 AN materials specified by two name or brand nharnufoeturrer or selected for use under the dxw dam shall be delivered unopened at the job in their original containrs. 4. No point. varnish or stain shell be reduced or applied in any way owept as herein opec iilloaMy called for, or recomrmended by the Wranufoc4r+sr. Should conflict occur between sped ioatiorm and ma wfacturwe s and or standing practice: notify the Ardhitek t prior to biddng work for darilmUorh. L E xtra I. Painting Cantroctor shnoll prranikNe are quart min. of unopened paint, stain and sealer of to& color type used in labeled sealed cans to the Store Manager at BuAft Twrww. Place it cartons for storages d Edsriw ,Pjb§W 1. Ferri w Metal (pre -- primed) AN bare orsoo cleaned to bright metal and spot pruned with: #163 h onclod Rust Inhibitive Alkyd Primer One Coot: 0163 h o ncdod Rat Mhhbitivs Alkyd Primer Two Coats: /071 Ouidk Dry Industrial Enamel 2 Galvanised Metal Prstrsot new idi nke motel with Ecoprims probsob, On Coat 0155 h ondo Col Metal Lr *w Printer T wo Mso/urn � � A&* Enani Oro* Coot 0163 Irondod Rini irltbillve Mtyd Printer Two Coefsc /170 MoorarrsR Lststc Horse and Trim Point 3r Akw wen Two Coete: J= IrnW Aor)ft Erwrwtel 4. Cwrw A Stieoa Lola EhrW* POK a meted an Exterior Govatlsw& Woe Hood 1ha floods cooartq„ pupae a storfsos awed q* Par mou0st rswyriewwtertts 56 Cwterso wit sp#t fWW oaaarsM MM* Pfister t,oxt lbws weak Mar • is A. The Getwid Controclor shhol be esponsIbme for coordinatim of this work and for hook--up of Food Service Equipment provided by others and for the installation of c rtoin items proridsd to him by the Food Service Equipment Contractor. B. • AN work shown an the Food Service Equipment Drawings (Kitchen drat inp) is for the purpose of bAlc:otirg the Goneral Contractor's work in relationship to the Food Service Canbuwtor's work The f idurse ihemssfves wb be suopplisd and set it place whaler a separate conntroct. No oilmen work will be required of the General Contractor other than that spscilicoly oryequirsd an the Arditeces Drawings and the Food Service Equoi lot Drawings C. Swvlee by Fond Service Eauiamh Mt Contrectar: The Food Service Equipmo nt Contrrocta will visit the site at mutually agreed upon times for the purpose of verifpbrg the correctness of stub -outs for utNAes and cahstructiah in general related to the hotdintian of Food Service Equipment. A. Mgdft . Work of Section 'Plhrnbing' includes setting of faucet and oomections to swvkx e, Intarrcorhnte�ctiore of equipment: toot drains in vicinity of ihdrsct drain outlets faucets and trip. M line so kdw% safety wt- -art16 cantrol pansk fuse boxes and other controK electrical reeeptadssr fittings and ronnectiorhsw ew*t as otherwrin specille In Section 'Electrical'. Electrical Contractor, Section Voctricar, will make find connection to the buiding from all junction boas DIVISION 12 - FURNISHINGS I A 0 �. ► \ I i `.' i 112 . DIVISION 13 - SPECIAL CONSTRUCTION jw't t" V f.► Kit I f.► DIVISION 14 - CONVEYING SYSTEMS s.. u 1 ► !• DIVISION 75 - MECHANICAL CITY Of TUKWILA APPROVED APR 1 9 2004 k hUitu "LNN4 D"K)N ■ I ► A3► I I ► i .�.►.e. I►�.► ►� . ►.n .�■ . ■ DIVISION 16 - ELECTRICAL 1, arrmr�. S. 84e1ra a..w R ill e ov d 06Z 411111111111 SEEMED UJU TW UJX ce U �a J r ' ''�FtM�T CATER W TYPE: CON VERSION JB # 8365 ADORM 3742 S. 144TH STREET 'TUKIMLA,WA DRAM BY: SCALE: NW GENERAL SPECIFICATION SPI 92 • r i • �. Carman.! Nook (lucift bah endoeurae Mw cost: n" Cost Tiro o�oo" Ben M 7 *0 EPA► Moak Ur+sdive doss 7. Mood Fools% SM" and Thin Two Coots: pea Maorwood Vinyl Aer)4c Lots star+ a Anti- gre8ltl Point O Coot: SadfNwtoster Anr�or -Coot ;� bait 9. Teecbrwd Coo ft Manulabrsd by. Twbwrsd Caatrq of Inc. 213- 233 -3111 Tip -Cats i00 a naiad an Elwations. Ft qwo a+rhm Prir�s�, and apph► per K. 1. Furrow and Non -few Yetd See Exterior ek - e 24111- its 2. %M wn Board ANION and Callings One Coot: 0273 Mow aaft Vinyl Latex Primmer See CaNar Sdhedhrle to dsterwmire appropriate fi A* product One Coat; #274 MoorcroR Latex Eggshell Enamel 3, wood - Stained One Coat: #238 8en Port Mo od hoer One Coat: #22 Bo 4 Two Coots: nwood interior Clow Acrylic Polyur6th o ne 4. (Mood - Notm Two Coats, #422 Bonwrood Stop Cloor Acrylic Palpxsdww 5. Wood - Pointed One Coat: #284 Moore ro Su aftle Leatx Pricer Undw cooteer See Color Schedule for finish ern0nhel Two Coots: 0238 Slopwtide Latex Semi -boa Enamel 6. Mircellmlow Coneb action visible through scrap vents and grllw One Coot: #170 Moorgio Latex House and Trim 'Flat Block' DIVISION 10 - SPECIALTIES 1. PORTABLE _FIRE EXTINGUISHERS; Conform to N.F.P.A. Pamphlets Nor 10. 10A1 and 96 and Whanufactured by ANSUL FIRE PROTECIION or equal. Refer to Kitchen Equipment SdwWuK Kitchen drawings. ANSUL FIRE PROTECTION WORlALO US , M 1 STAN70N RD. MARNETTE. N 54143 -2542 (715) 735 -7411 2. MOP HANGERS: Fwniehned by Owner, installed by the Gonrgl Contractior. 3. LOUVERS AND VENTS: A. M lints fir Br d i.auveersc 1) Soffit vent co istructed of 28 ga.. galvanized steel w/ plaster grourw* prime pointed„ rho. 471 (3' x 22 2) Parapet buyer co - stun of 26 ga., galvranized steel w/ birdecreen. no. 532(14'x12") ABLE SHEET METAL PRODUCTS INC. 614 NORTH FORD BLVD. LOS ANGELES, CA 90022 -0669 (323) 269 -2181 or approved equal C. MbIK Heater Roan Lo Yank 1) MetolAire # OAL2F (sin per exterior elevation and door schedule) with bird screen. (Min. free anew of 0.4 &C em) IrETALAM Inc. 1310 NORTH HERCULES AVE. Clearwater, FL 33765 ph: (727) 441 -2651 fox (727) 4 or approved equal M it ti 4. TOILET COMPARTMENTS: Parr- tebrlooled and pre- *MW "IMM LFY pwtitlens. A. MOM, 1) Type: Mal Powder Coated: Cater. we Selredhdls 2) COrnrlrYatNen st* of teiet a+nperbnanta Ovrlal breood. 3) coneitruc st yle of slght arowis Log sarw L DEPA R TIw1EN T (/ 4) l Staitleer Stoll BA AVEM� 5) Ad RWW Hordsw at A�oomft Stern: Sell Chip lArrgssr 11' shaped 00- CA 9212,3 SAN W00- S AN Pull iF wAs an of door. •) Door Sion r-W .lids at dwAwd stalls and 3' -(' grids at accouble .fora elm Jo k h to Bw hL B, These dnnM" and eoeotAootion� .r wit ,rxr.tr .r &* b w. so L" 1) Field ts: Tda Arid onsosurernerits prior to cwVo rent fabrlootion to eneiro proper At" of we& .rw dwr cwt be espl d or reep - duad whiteout rt Previous wrllten 40na mt. 2) Coorwbutiac Fwvft rrser#s and awrc wrope shot must be butt into Ow work far b itaiatlai of toles callabi and reioted Items, Cr 1) Canply with mawfacturss moomwtrtded proadMrw and inetaMotion ssquw4L �Ot how Gouge brnent unit rWged rtrroightt piu mb and NvsL Provide Also an01 of not more than 1/2' betwssrn parneis and wsNa Sears panels to waft with RELEASE AUQ 5, 2002 not less than two brackets attached now tap and bottom of panel. Locate wall bradksts so that hale for war arndrars cam in tie joints. Some PAL(JID ONLYk 05 12 - 31 - 02 panels to saes with no Iess than two h odkets located to align with brrockets P ' T of wear. Some pooch. In position with mahulba4rss reoorrrrhsrhdsd anrdnorirq �. devices. 8 2) Ovahhead braced comparbmentx Some stile to Poor and IwA plumb and tigtntsrh instarotion with devices irnlshhed. Some ovrheod brow to each sae with CONS1RllCT101� fasteners supplied. Hang doors and adjust so that tops of dons are parralel with owrlreod brace when doors am In ch ws l position F �Of is 3) Srsens: Attach with anchabrq dsvioa as rrsoarwrrrendsd by onanufactunr to suit Q 8*1101tig sbucbra Set unit to poovids support and to reds lateral ImpacL Q W142 N9101 Famtoirn Bou lew Mrrarnanse Fares VA 53061 0 Fahc (262) 251 -5817 JAME ALLAN (800) M -3X Ca. SM DIVISION 11 FOOD SERVICE EQUIPMENT. 0 A. The Getwid Controclor shhol be esponsIbme for coordinatim of this work and for hook--up of Food Service Equipment provided by others and for the installation of c rtoin items proridsd to him by the Food Service Equipment Contractor. B. • AN work shown an the Food Service Equipment Drawings (Kitchen drat inp) is for the purpose of bAlc:otirg the Goneral Contractor's work in relationship to the Food Service Canbuwtor's work The f idurse ihemssfves wb be suopplisd and set it place whaler a separate conntroct. No oilmen work will be required of the General Contractor other than that spscilicoly oryequirsd an the Arditeces Drawings and the Food Service Equoi lot Drawings C. Swvlee by Fond Service Eauiamh Mt Contrectar: The Food Service Equipmo nt Contrrocta will visit the site at mutually agreed upon times for the purpose of verifpbrg the correctness of stub -outs for utNAes and cahstructiah in general related to the hotdintian of Food Service Equipment. A. Mgdft . Work of Section 'Plhrnbing' includes setting of faucet and oomections to swvkx e, Intarrcorhnte�ctiore of equipment: toot drains in vicinity of ihdrsct drain outlets faucets and trip. M line so kdw% safety wt- -art16 cantrol pansk fuse boxes and other controK electrical reeeptadssr fittings and ronnectiorhsw ew*t as otherwrin specille In Section 'Electrical'. Electrical Contractor, Section Voctricar, will make find connection to the buiding from all junction boas DIVISION 12 - FURNISHINGS I A 0 �. ► \ I i `.' i 112 . DIVISION 13 - SPECIAL CONSTRUCTION jw't t" V f.► Kit I f.► DIVISION 14 - CONVEYING SYSTEMS s.. u 1 ► !• DIVISION 75 - MECHANICAL CITY Of TUKWILA APPROVED APR 1 9 2004 k hUitu "LNN4 D"K)N ■ I ► A3► I I ► i .�.►.e. I►�.► ►� . ►.n .�■ . ■ DIVISION 16 - ELECTRICAL 1, arrmr�. S. 84e1ra a..w R ill e ov d 06Z 411111111111 SEEMED UJU TW UJX ce U �a J r ' ''�FtM�T CATER W TYPE: CON VERSION JB # 8365 ADORM 3742 S. 144TH STREET 'TUKIMLA,WA DRAM BY: SCALE: NW GENERAL SPECIFICATION SPI 92 • r i • �. Carman.! Nook (lucift bah endoeurae Mw cost: n" Cost Tiro o�oo" Ben M 7 *0 EPA► Moak Ur+sdive doss 7. Mood Fools% SM" and Thin Two Coots: pea Maorwood Vinyl Aer)4c Lots star+ a Anti- gre8ltl Point O Coot: SadfNwtoster Anr�or -Coot ;� bait 9. Teecbrwd Coo ft Manulabrsd by. Twbwrsd Caatrq of Inc. 213- 233 -3111 Tip -Cats i00 a naiad an Elwations. Ft qwo a+rhm Prir�s�, and apph► per K. 1. Furrow and Non -few Yetd See Exterior ek - e 24111- its 2. %M wn Board ANION and Callings One Coot: 0273 Mow aaft Vinyl Latex Primmer See CaNar Sdhedhrle to dsterwmire appropriate fi A* product One Coat; #274 MoorcroR Latex Eggshell Enamel 3, wood - Stained One Coat: #238 8en Port Mo od hoer One Coat: #22 Bo 4 Two Coots: nwood interior Clow Acrylic Polyur6th o ne 4. (Mood - Notm Two Coats, #422 Bonwrood Stop Cloor Acrylic Palpxsdww 5. Wood - Pointed One Coat: #284 Moore ro Su aftle Leatx Pricer Undw cooteer See Color Schedule for finish ern0nhel Two Coots: 0238 Slopwtide Latex Semi -boa Enamel 6. Mircellmlow Coneb action visible through scrap vents and grllw One Coot: #170 Moorgio Latex House and Trim 'Flat Block' DIVISION 10 - SPECIALTIES 1. PORTABLE _FIRE EXTINGUISHERS; Conform to N.F.P.A. Pamphlets Nor 10. 10A1 and 96 and Whanufactured by ANSUL FIRE PROTECIION or equal. Refer to Kitchen Equipment SdwWuK Kitchen drawings. ANSUL FIRE PROTECTION WORlALO US , M 1 STAN70N RD. MARNETTE. N 54143 -2542 (715) 735 -7411 2. MOP HANGERS: Fwniehned by Owner, installed by the Gonrgl Contractior. 3. LOUVERS AND VENTS: A. M lints fir Br d i.auveersc 1) Soffit vent co istructed of 28 ga.. galvanized steel w/ plaster grourw* prime pointed„ rho. 471 (3' x 22 2) Parapet buyer co - stun of 26 ga., galvranized steel w/ birdecreen. no. 532(14'x12") ABLE SHEET METAL PRODUCTS INC. 614 NORTH FORD BLVD. LOS ANGELES, CA 90022 -0669 (323) 269 -2181 or approved equal C. MbIK Heater Roan Lo Yank 1) MetolAire # OAL2F (sin per exterior elevation and door schedule) with bird screen. (Min. free anew of 0.4 &C em) IrETALAM Inc. 1310 NORTH HERCULES AVE. Clearwater, FL 33765 ph: (727) 441 -2651 fox (727) 4 or approved equal M it C-J • 1 1 1 POST BASES, POST CAPS AND CUPS SIMPSON STRONG - TIE USP LUMBER CONN. A34 MP34 A35 MPAt OC460 046 030 D66 H2 RT10 H2.5 RT7 HTC4 NO SUBSTITUTION PCSL PC RPS KRPS Z2 ZC2 HOLDOWNS AN metal aw rsotor shall be metalled usmq the mahkimrrm fastenen presorted by the nrawfoctunr. Use Sirrpsan sbwq -YM Connector where 'NO StlaS111U1i0N" N noted. Use sirrpeon strong -T1e cawrector. ri wo t USP LmwAw Commatas an not specMed m aw abNem below. HANGERS SIMPSON STRONG - TIE USP LUMBER CONN. F26P KF26 HUC610 HD6101F HUC66 NO SUBSTITUTION HUC68 H06101F WS26 JUS26 W JUS28 WS44 HUS44 WS46 JUS46 SIMPSON STRONG -TIE CAPACITY FASTENER SCHEDULE USP LUMU R CONN. CAPACITY FASTENER SCHEDULE HD14A 11 0000 - 1 4 - 1 DNA. STUD BOLTS & ADS20 [A] IZW# - 11333X 4 - 1' DNA. STUD BOLTS b 2 ROWS OF 16d SINKERS AT 1 3/4" O.C. at 4x6 1" DIX ANCHOR ROD 133X 2 ROWS OF 16d SAS AT 1 3/4` O.C. 1 1/4" DIA. ANCHOR ROD 1715# - 133X 26 -10d .4-8d LSTA36 [A] AM "ka Tongan anchor rod � than 1014A 13380# - 133X at 6x6 POST 13710# - 133X at 6x6 POST PHD2 -SD S3 3610# - 133X 10 - SDS1 /4 X3 WOOD SCREWS b 5/8" DNA. ANCHOR ROD PHD2 4230# - 133X 10 - WS3 WOOD SCREWS b 5/8" DIA. ANCHOR ROD STRAPS SIMPSON STRONG --TIE CAPACITY FASTENER SCHEDULE USP LUMBER CONN. CAPACITY Top plate to st4 and nail • FASTENER SCHEDULE CMS714 5709# -- 133X 2 ROWS OF 16d SINKERS AT 1 3/4" O.C. CMST14 5800# - 133X 2 ROWS OF 16d SAS AT 1 3/4` O.C. LSTA36 1715# - 133X 26 -10d .4-8d LSTA36 1740# - 133X 26 -1Od Tenses to plate. toe - nail - MSTC28 2760# - 133X 36 - 16d SINKERS MSTC28 2890# - 133X 38 - 16d SINKERS MSTC40 3985# - 133X 52 - 16d SINKERS MSTC40 4105# - 133X 54 - 16d SINKERS MSTC52 4740# - 133X 62 - 16d SINKERS MSTC52 5050# - 133X 68 - 16d SINKERS MST126 1510# - 133X 26 -10d x 1 11r KST1226 1630# - 133X 26 -10d x 1 11r F- mST136 1 2090# - 133X 36 -10d x 1 1/2 KST1236 2255# - 133X 36 -10d x 1 11r I. The Ciwwd CantMAW #4 verify d eMrnsnelona and eke oondtlonm bales stsrthq Manic. lire Arohkect ar Engineer shall be not" Of any dMorepancy� I If not and detak as In ecanfilat with theme General Noteer the Architect shall be notN" & The d elp od"uac and safety of erection Wo*4 mha'i4� terrnporory suupparts etc. N the mole rssparreblity of the Contractor and has not been c onsids od by are structural Engineer. The Contractor is i ssponebls for stability of the mtrudwv prior to apOlbation of all shear walls` roof and floor s. and Minh materials. He shall proaidm the neoemsmry No* to prosids stability Prior to the appabotlon of are olbrwnentioned materials. Obssrvotion visits to the site by are Sbucturai Engineer Ad not Include mspwUon of the above Items. 4. AN Canards Must Be Placed Upon Undisturbed Corrrpact Natural Sol Or Approval FNI Curnpocted To 90X Of MoWmm Density As Delo nnhwd 9ytlrs ModAed Proctor Convoctbn Proowkn Per Astor M557. S, AN Book 1N !' U ft tto Foqe 94 11110 Pload N !' Mh And Ca"goet d To 90 � f[ a Yminun OonMty M � oti By 1M ModlMd Proctor Canpoetbn PwaoWur Per Nbn D1567. FOUNDATIONS (Also see structural Drawings) 1. Sole damsiAaotion Is Sand or Silty / Gravelly. Sand. Allowable sal bearing pressure is Assumed 2000 PSF at a mirnimurn depth of 18" indnes below lowest adjacent grade. Z Footings shall rest an firm undisturbed or Canpacted sot at a minimum depth below finish or natural grade as shown an drawings. & Sol Must Be Capable Of Developing A Mlnlrnum Resistance Of 2000 Pef. It Is The Responabiity Of The Oww /Contractor To Verify That the Sol Is Capable Of Suppartinq ?he Int«ndeind i oa& Any Problems which May ooear with the Concrete Slab Or Footing doused B Poor Sal, improper Ca VV n tiah. Or Expansive Sol Am the Sole Responhsblity CX The Oaner /contractor. 4. AN wxrots must be placed upon acornpact natural sal or approval fill 5,. Holddown anchor baits shall extend 18" into concrete footing (U- O-N.). Secure and locate by template fastened to the forms. l ..:. CONCRETE (Abe see stiructurd Drwrings) 1. AN rob foreed concrete shall obtain a compireselve strwhgth of 2500 P.S.I, at 28 days„ Mans. water Dement ratio = 0.50, max. r sl rrnp. Min. 5 sadw of cement per cubic wnrd of concrete. Note: Special inspection not requhW fe -2000 P.S.I. used in design). 2 AN cement shall conform to ASTM C -150. TVs I or TVs N. & Aggregate shall conform to ASTM C -33. 4. (Melded wine fabric shall conform to ASTM A -18& 56 See drawings fbr miecdonoots iron and steel. etc., to be oast in concrete and for icootion of floor finishes and slab depressio 6. Refer to Meclhanical and Electrical Drawings for location of pow conduit, etc.. 7. Pipe or duct exceeding one-third the slab or wall thickness shah not be placed in structural concrete unless specifically detailed. & Pipe may pose through concrete in a doeve,, but not be embedded therein. 9. The strength level of the concrete will be considered satisfactory N the averoge of the strwhgth tests of a given area or panel equals or exceeds the speeifled strerngth at 28 day% with no individual sbwq% test of such area or panel less than 5X below that opek:ifled. Concrete that does not most or exceed these criteria will be removed by the Corib and replaced with concrete that conforms to these criteria 10. Provide 3/4' chamfers at all exposed comers. 11. Refer to Architecturd drowinge for molds,. grooves, ornaments. dips or grounds acquired to be cat in concrete, and for locations of ft or finishes and slab deprsuions. MAM EY 1. Concrete masonry block shall conform to ASTM C -90. grade 'A' units, sire of units to be nominal g' wile x 4" high x 16" long. Block laid with a running bond with staggered joints. u.mn. Joints to be raked whleess noted otherwise arid natural gray color mortar. u.o.n. Block color and type Per plane and elevations. 2. Cement shall conf m to ASTM C --150, Type I or Type N. & Aggregate shall conform to ASTM C- 144(mortar) and ASTM C_404 grout 4. Mortar shah be: m Portland Ceent, 4 parts sand, 1/4 minimuum to 1/2 maximum P� 1&vW lirm 56 Grout shall be 1 part Portland Cement. 3 parts sand, 1 minimum to 2 maWmurn parts pea Wovd with water sufficient to allow grout to flaw into all cavities. 6. Provide 1 -1/2" minknwn grout space and 1/2" minimum grout between reinforcing and n monry: 7. Block cells shall be in vertical alignment to Provide a minimum unobstructed core of rxr. Dowels frown footings shall be set to align with carers containing reinforcing. & AN block cells shall be filled solid with grout. 9. Concrete surfam shall be cleaned of all laitance prior to setting of masonry. 10. AN below grade nxmx ry shah rec coati a alienate. rmemb�r�ane that is ,� gPPr�t P aPPI / ��� -t v 13 2s � REINFORCING STEEL a • _ I. AN reinforcing steel #4 and larger shall eonfw m to ASTM A615, Grade 6O. _ _ _ ...,. • , - #3 bars shall conform to ASTM A61,% Grads Ala MM Certificate shall be available at job site prior 1 0 concrete plocems 1. Z. Dowels shall be proviced at pour canstrhrfction joints and shall be owns sire as detailed standard lap splice. 3. Relnlorcirg shall be spliced only as shower or noted Spliars at Other locations s1raN be approve by Structural Eergkw. 4. � in� ha lwntol wall rsinf rcoR rht bars shall be otagga s 4` -0" mk*num 5. Na 5 or lager reinfbrcing bas shall rat be re -bent without approval by the Stn�cbr+al Engineer. Dowello sholl how o m irrinwm projection equal hal to standd lop e un othe d. Ave rdnOw I i9v arrclror bulb and other iasrts shall be secured In place pft to concrete or 9rouM9 ffooscovy. 7. AN candmucue bars or dowels shah lap 30 d*neters In carnarte and 40 diarmetere In nnaso w & Provide dowels In footings and /or grads beanre the same size are nwow as rartloal wall of colon roblealng. Dowa droll has a n* arum projscfion apal to standa bap VIM* Wilms; a1Aarwin noted 9. Pr the 1 dowhig n*bnwi ratsctive cove in of connate: Below graft (eunlbrrrred) 3" clear: below gift (fbrrme� 2 dear. Clear distance Is a fi need diatoms not to be eso..il.a bilen ACI allowable tole sic .. 10. Bars no 'CONT.', typioml wall o0olisrdng and vsrtbd adwmn rshila clrng did Own a arir*n m spke egmd to standae►d MP splices, L�l1@EB (Alw Me Sttic Ural Drararinq.) I. AN lure AW shall be of the Idowin grads and m 0*0 wd m aarerwin note* Structuird Wood 2x Joirb and Refterrs Dawn Fr -Larch Na2 2x$ Studs (16' -0r Oral lens) 2s6 Studs (Ore" than 16 4x aeons and Posts 6x Beams and Poste LVL Miordom PSL Pedow (Dougia Fir) Hwn lrlr Nat Q Dargio. Fr Lurch No-2 Daugla Fr- Lorain No.2 Dora Fr Larch No.1 1.9E 2.0E 2. AN structural iwnber shill be Grade marked by a rek�ognimed grading agency (w.C.L.LL & W.W.P.A.) & Moisture content of wood at tine of placing shall not oucad IOX 4. AN ails or plates rsstirng an concrete or nnamornry which In contact with the earth or rating an shall be prrsmurs treated Douglas Fir. 5. Sbucturo members shall not be cut for pipft etc.,, unless ep.ciflc aNy noted or detoled. 6. Holes for bolt shall be bored 1132" to 1116" larger than the nominal bolt dionheter. 7. AN bolts bearing an wood shall haw standard out washer under head and /a nut. & AN bolts shall be retightened prior to of gypeurn board. plywood. etc.. 9. 2x odd blocking shall be placed between joists or rafters at ON supports. 10. Attach 2x miens to structural steel with 1/2" diainrneter bait at 4' - % for attodwi rent of finish noted and shown on A --- & - aural DrowingA unless noted otlrerwiss. Plywood sheathing diaphragms and shear panels shah be any species classified in "Group V conforming to U.S. Product Standard PS -1 -e& This induces Dougias Fr, Western Larch. Lone#eaf and Shortleaf Southern Pine. Sheets dxd be laid with Iorhg perpendicular to the busses or joists. See schedule for groda and index. Oriented Stand Board (O.&IL) of equal or better rating may be used as allowed by local building depatrnent, Contractor b to verify use with inspector prior to installation. NAILING SCHEDULE This nailing is tm*d unless otlharwiee noted or Mailed. AN nals shall be Joist to s8 or girder,, toe -nal ea side 3-Sd Bridging to joist, toe -nal each end - • 2 -8d Sole plate to joist or blocking face nail - -16d AT IC ac. Top plate to st4 and nail • • 2 - 16d Stud to sole plate;, toe -nal - .4-8d Double st4 face nail - A 6 AT 24" o c. Double top platek face nail ..... -16d AT 16" ac. Tap plates, laps and int face nail . -2-16d Continuous header,, two pieces. .16d AT 16" ac. Calling joists to plate. toe - nail.- . 3-8d Continuous header to stud. toe -nail .4-8d Ceiling joists, lope over partitions. face nail .. 3-16d Rafter to plate. toe -nal 3-8d Tenses to plate. toe - nail - • 3 Built -up corner studs .16d AT 24" ac. Plywood sheathing - See Structural drowinp and details for nailing. Calling joists to parallel rraftwi,, face nail . 3-16d AN metal connector shall be installed using the maximum fasteners prescribed by the marhufactunr. Use Simpson Strang -Tie Connector Structural Steel Shall Be Detailed. Fabricated And Erected In Accordance with The Aisc Sps�e fication For Design, Fabrication And Erection Of Structured Steel For Buildings. AN Strucbud Steel W - Shapes Shall Conform To Astm A - 992, Fy = 50 Kai, unless Noted Otherwise. AN Strucbrd Steel M, S, Hp, Channels And Males Shall Conform To Astrn A -36 Unless Noted Othherwiss. AN Structwd Steel Flat Plates Including Cap Plate% Bose Plates, Connection Platee Eta Shah Conform To Astm A -36 Unless Noted Otherwise. Square Steel Tubes Shall Conform To Astor A5oo Grads B. AN Balts Shall Conform To Astor A -325 And Shall Be Installed Snug Tight Unless Noted OtherMrisa, Special Inspection Is Required Per Ubc 1701.&0 C'leon. Prepare And Shop Prins Structural Steel Members Except Snr*xm To Be Encased in Concrete Or Grout And Surfaces within 2 Inches Of Field wields, Apply Two Shop Prune Coots To Amos IMnid wr Be Ih000sesbis After Erection. AN Welding To Be Per Awe D 1.1 Using Shields Metal Are Msthod And E7oxx Electrodes. AN Fabrication Shall Be In The Shop Of An Approved Fabricator Or Field Wleed Mein Special Inspection. AN weds To Be Performed By Qual lised wwds E • r �ARTMENTU 9330 RAIMA AVENUE SAN DEM CA 92123 0 1911 Jock in ft Dac hiL nipm dra�rMge and eoecillcatbne we Vw pr�eRy st Jedc M V ma MK all " net be COW or rp eAm" wWmt Re Moue w0tten oonm L dda RELEASE: AUG. 5, 2002 PX(A ONLY: 05 12-31-02 PENT: 01/14/04 OP. CMSTMX 03/15/04 ill M n- I 02/03/0 HLIK DEPT. REV ® gg&& OVER REV. 03AMAK MS= raw REV. m 03n5M 930K REV. ® 06i/k17/04 O NSAM„ REV. o 0 a CL • U z t/7 WU mui LUX U CI 1 OC op U Ig M nr,�1 A MAY 12Z0 d4 PefteT Coirep ob i km 111W )Of1 W( TYPE: CO A f 8365 ADDRESS: 3742 S . 144TH STREET TUKVALA, WA DRAVIN BY: RDM HJA SCALE: AS i1101ED _i,N- SIRUMRAL A • • 44- ,s EM Ty I • PART 1 - GENERAL 1.1 PRINCIPAL ITEMS OF WORK INCLU�____DED A. Sant po ing. 8. Drain, Waste and Went P0In4 (D" C. indirect waste 0*4 D. Not and cold dormestie water sWem. E. Fuel gore System. F. Gas water heater vote (as appik"). G. saw rain owrA * s leaders 4 H. Grease intercep ( a applioaible). I. Vah" and a ccenories. 4 utility oonrnek.�tion nqukrrnents. K. Potabls water system disinfection. L Plumbing fixtures and water heater per drowings. M. Badklow pow ter. A. Trsnc>ing and baddll: Section EARiHWOW. B. Fbktures and equipment: See Plurnbing Fbdure Schedule on drorings. C. Painting: Section PAINYMIG. 1..3_ RAE 0U1ff TS A. codes: code Uniform Uniform PMbirrg Code California Code„ Title 24 (wkhers mr d) Applicable L�GCode (NEC) Applicable Safiet Codes Americans with Act (ADA) B. Standard! A -53 1. American National Standards institute (ANSI} A -53 Steil„ Black and Hot Dipped, Zink Coated A74 Melded and Seamless Pipe. 816.18 Cast Bronze Solder --Joint Pressure Fittings, 816.22 Pr Wrough Bronze Solder-Joint 816.23 Cost Copper May Solder - Joint Drainage D1785 Fittings - DIN. 816.26 C ast Alloy Fittings for Flared Copper Soil waste and vent piping undergraund: Sch•dirle 40 abet 816.29 Wrought Copper and Wrought Alloy Solder - D2564 Joint Dmining Fittings - DWV- M-86 Copper Drainage Tube (DWV). 2. Arnariaan Society for Testing and Materials (ASTM) A -53 Stec.. Owl and Hat Dipped, Zinc Coated 2. Welded and Seamless Pips. A74 Cast Iron Sol Pipe and Fittings 832 Solder Metal BOB Seamless Capper Water Tube 8306 Copper Drainage Tube (DW1) D1785 Polyvirto Chloride (PVC) Plastic Pips, Schedules 40 and 80 02146 Plastic Molding and Extruding Soil waste and vent piping undergraund: Sch•dirle 40 Mere D2466 Socket -Type PVC Plastic Pipe Fittings D2564 Solvent is for PVC Plastic Pipe or copper a An4 and ' D2661 ASS Schedule 40 Plastic Drain. Waste but In no case foot Iow 1 1 n �/8 and Vent Pipe. 02665 PVC Plastic Drain, Waste and Vent Pipe and Fittings D2751 ABS Sow Pipe and Fittlngs. C. Submittals Three (3) copies of cot" data sheets shill be submitted to the J Is the B ook I nc. C mode and for review. Submittals shall review secured before mote b and equipment are installed. Submit catalog data sheets for. I. 1lalvrs and aooessories. 2. Hangers and supports. 3. Clean outs 4. Dielectric 5. Water hanrner arresters. 6. Floor sinks and loor drains. 7. Water heater and aoceeworiee. a Pkrnhbing fixturft 9. Back flow prrnvrnter. 1Q Gram Interr»eptar and sample book. PART 2 - PRODUCTS 2.1 MATERIALS A. Cast Iran DWV paving system: ASIM A74 DW 5:106 Pig system: TV* DWV copper Per ASTM C. Copper pressure piping system: I. Ping Tips 'L" capper per ASIM Sad 2. Fitd W Solder-joint cast bronrs NO 514.1 or wrw.*t copper per 516.22. .1 3W pass 150 pohwnd bronze: I "CO. or approve altwrnative. 4. Unlxw solder -end bronze NOCO p1ASE, 2.1 MATERIALS (cant.) Q Water cal o w A. Bail. 2-Inch and under. 125 WW brarse. Mwot tX WATTS or approved a wrAmm B. Cheok valves 150 pal WW. Onmae body` •went or t1weaded te: WATTS /CV or CVS or appr►o s S. CRAN -M S ! , o r SW ppro N dtermat /lZa. 7. Quick conned 1 -inch she brow constnution, APON , AWLO, or approved dternotive. D. PVC *I ng systems: 1. PW4 Schedule 40 PVC M ASTM D1785 or a0 PVC per 1785. 2. Fittings and PVC Schedule 80 socket weld pr ASIM D2467. 3. Mater valves: Same as for copper piping. E Joints In piping: I. Copper. Solder- joint. 2. Plastic Socket weld and fusion weld. 3. Cast son: Compression, or no-hub joint. F. Gas water heater vent (as .4- #_ 1. Gas water heater y vent shall be type V vent per UMC dapter 2. Power vented water heated vent shah be per manufacturer and be nationally listed (UL, iAPMO. ETC.) 22 F See P4wnbing Fbkt" Schedule an plans. 2.3„ EOUIPMENT A. Hangers and supports: 1. SplitNt� t � GMW*IJ., WPERSTRUT, or 2. Trapeze type;,, galvanized UNiSTRUT, KNNORF, or approved alternative. 3. Bolted steel damps, galv�anize� GRPN II., SUPERSIRU or approved dternattw.. 4. Vertical strut type: LNMiSTRUT, KINDW, or approved alt ernative. B. Pipkv Isolators` Metal -dad felt type gw1ficall made for t" . pie from hanger: SM1G0 Triedatom T C 15 Iso lator, or approved alternative Q Water hornrner arrestors` J.R. Smith Hydrotral, Zuni Shodktrol, or approved dternotiv& D. Bade flow presenter: Reduced t�pe� bronze construction. three -yskr approval by the Foundation for Craw-Connection Control Research, University of Southern ColHbmkr. FEBCO Model 835. BEEOa or approved dternothm E. Dielectric connections, km* &g unions CAPIM CLAYTON -MARK (Petro), or approved alternative. For cold water only, Schedule OO PEN70N . or CPVC nipples, 4-inch long„ may be used. .4 MI-SCELLANEOUS MATERIA A. Flashing for piping protruding through exterior wails or roe . 16 -ounce per square foot copper. or 4- pound W square foot lead. B. Solder: 95/5 (tin antimony) per AM B32. Q Cax+Ndng lea& 99.7 percent pure food. D. Pipe sleeves: Steel, coat iron, or plastic. E Eseutehoonsn: Cost iron, malleable iron, painted or chrome pkited. F. Insulation: MANVL.LE "Aerotube", or approved alternative. 2.r% SUBSTIJTIQNS A. motions may be cornsidered in lieu of specific fbktures Floor installed factures and dew outs - J.R. Smith. Josarn Mater Meet% lavatories„ Urinals - Kohlar, American Std., Crane Roof drains - Tech Specialties Water Heater - States A.O. Smith These and other equivalent dta atives shall be presented to the aLB. Cambia #ion Manager for ohnsidera per the 'Submittals' Suction. 2i10 U ..I B. Cornced all interior piping in waft or above csbq% awspt w1 rs shown to to erpa" Q Provide for expansion and controctiorh of ON pipes. D. Mhocing Attlop for all changes in pips dm - do not use bud*qL E. Provide dIdecbic isolation between desinge metals and Owe required at equlpme nt connections. F. Provide fitting@ for of changes In pips dir+ectico . Q Contamination precaution Do not ao@* ownnsc t or in corm sct between potdMe water piping and dr lrn, 94 or waste pbrin4 r 3.2 INSTALLATION - SYSTEMS A. Water pWq 1, Copper Type V. 2. ProMdS slwtoff valves as Indicated ar requiret a prooft d�rdn� wlnw�e required for complete 4. Provide water hammer aresters sized and locoted per Table V, *l - 201, or as ahosi . Q Provkds bock low pr ter aim share. B. Sanitary Aft 1. Soil waste and vent piping undergraund: Sch•dirle 40 PVC. ABS or oast son - rater to diedW 2. �, � and Went abowgrairn� or copper a An4 .1 Grads Slope hw ttont d soil and waste piping but In no case foot Iow 1 1 n �/8 than -' per 3.3 INSTALLATION - TESTING AN hot and cold water suppl ftiag 6 vent and go pipping shah be tested as indicated or as required by the local 9 whichever is more stringent. No piping =am shall covered up or buried until suovsst Ih tilted oved by the owner and the local plumbing inspector. A, water Upon of a section, or of the entire hot and cold water supply system. it shah be tested and proved water- tight undw a water pressure not less than the working pressure under which it is to be used, or eighty (80) pd% whidneMar te (verify with the local Water connparn IM water for testing shall be obtained In o able source of suppi �I. the pohhg under test *4 withstand the test without lealddnq for a period of not less than fifteen (15) miwtr@L Any section of piping holing the test shot be repaired and retested. as indicated above until s�ucoesefi,I hakAn the aP" plied p mesure for at least the specified tune period B. Drainage piping: Upon oompbtion of a section, or of the entire drainage and venting systems, they stud be tested and proved watertight under a water pressure not less than a ten (10) foot head If the system ise�toeespted in sections. each opening shall be of the section under t and Secre section h ighest na be filled en � with water to a to (10) foot head. In testing oxxosslve sections at least the upper ten 10) feet of the next section shat be tested, so no ,joint or pipe the shall have been tested to less than ten 10) foot head of water. The water shall be kept in the or in the section under t t �� nd (30) minutes a maintain the applied Any section of the drainage or runt piping feting the test shall be repaired and retested as indicated above until sue- - lled �y ��� floe applied pressure for at leant the apeci- C Upon completion of the entire gas system, It shall be tested to a pressure of art least ter (1 Pounds per $*we inch gax with air. The test pressure W maintained for at least fifteen (15) miwte% with no peroeptble drop in p ragum If the system Pals the test, the piping and joints shall be chocked and repairhnd where regained, and then I ro- tated as indicated above unit successfully the applied pressure for at least the specified time period. 3. 4 GUARAN A. AN w ork shall be guaran for a mininwn period of one year torn the indicated fans oertain� ems shall pee by the Orrrrer. the guarantee period for "me items Iorgrindicated it the 8. Should any malfunction develop during the tee time period due to defective material, faulty worknandi , or noneornplionce with es cod or dhoctions of the Owner, Architect, Engineer or Inspector, the conbvctar shall furnish all neceaaesa y khor and materials to correct the malfunction without additional charges. 3.5 CLEANING A. The Plumbing Contractor shall remove all waste generated by the plumbing wa'ka on a dolly basis, and keep the job site dear and safe Pram on debris and /or items that fat under his msporneRility. Upon completion of the project, the plumbing works shall be cleaned .�^g Pk 9 mss• waste linim water heaters and any other pkrmbig devices. This shall be performed to the aatisfoctiax�h of the owner or the owner's representative and shat oxhK before find aecaaeptanN of the project. AN debris and waste shall be irsmoved i; the site and disposed of in a safe manner as rrqurrd by bad and state MATERIALS SPECIFICATION A. San itary SON, Waste and Vent Sptermsc Sail, waste 8 vent piping stall bs Schedule 40 PVC or ASS, 9eft o t of work, oonbui r shah Werity that pipe to be inetdled canpliss with local codes & wM be oeoeptdb to loud Contractor Shad bear al costs for rwnovd and of any urn000sptable pips. Owe P VC der ABS are un000aptable, Boll A waste p1Ing below Slab 1c ial yard piping shall be ft wt cost ran soil pipe a Attbp (no hubs The voupligs shah be stainless steel shields & clang a w/ _ We /�L ~ tern s�cnw above . IraaZaM such. AO 40 1�o�oddc waste as I ncInctsd an *004% It rent ocosptabls to loth authorities Metoll hazel or duriron. B. Water piptig above slab: type T. hard drawn copper bAkq with 95 tin/antimony solder or oppr o os 'lead -less' joint fkengs. C. Mater piping below gr+ode outwe =N10-0-m-kan-Inated edrrl 40 pvc. if pvc is unooaptable to local autharites or use typo T hard drown copper tubing with 95-5 tin /antimony solder or approved 'leod -Tees' joint fitti Ow stres pressure exceeds eo N�o join pr ovide under building slab co mplet e with relief valve. D. Gas piping: sdr -40 block steel pipe with mane" son fittings. Apply Loctits #X7 eornpou nd on pipe 1hreMakls - use per mormfodurer's E. Indirect & Drains: copper. two V with 95-5 tin /antirrnony wider joint fittings. F. Insulation: all cold water lines Within the building (in arras with high outdoor humidity and / or tenhpenaibure or low outdoor tempera only) shah be insulated with "PPG" Industries, Certain Teed Saint Gobain snap -on or John ManvAo insulation. AN hot water lines within the WNding shall be insulated with "PPG" Industries, Certain Teed Saint Gobain snap-on or John Mansvle Micxo -AAc. acept In the calling spode which shah be John MarmMe Ae *WW foam plastic pipe insulation. Hot and odd water insulation shot be 1' thick or per local codes. Exposed hot and odd water pips@, and traps below rnb=m lavatories shall be insulated with 'Truebro' i oulation kit. see sheet PI.Q AN HVAC condensate wins indudrg waste Nees *am evaporaAI ve coolers and be insulated with 112" thick John Ma wAs Aerobube foam Plastic Pipe inaulatio L G. water Hamrner Arresters: all stafriess steel eonttrucW% b flows -typed P01 approved do oertitieed siting do placement conforming to plNrnbing alt drainage institute standard PDI-V*l 201 latest edition do as marnutacturad by J.R. Smith. Zu n or PFF, Inc,. H. Grease Interceptor: UPC Appendix H requires 900 gallon interceptor based on 150 meals per hour at single service kitchen. Use 1000 gallon interceptor by Jensen Prroast. Smith Prevost. Procast Products Inc., or approved alternate. CITY O f TUM V ILA APPROVED APR 19 2004 AS hOitU 'A I 9MDfNG D"K)N ,. �FEivEvC a F'EkA*T C"TER a 9330 BM" AVENUE SAN KOO, CA 92123 01999 Jade in the Box Inc. Thos• drewrtoo aid ape A M H ration• ere M• Pty of Jeek ti Mo 16 be .Inns eel n.t be O$Pbd r ro►wrow wWWA ft srsw.w written OWWWIL dotes RELEASE: AUG. 5, 2002 P.M.(je ONLY). #8 12 -31 -02 Pew: 1/ 04 O: CONS1R1l 7K*. revisions 0 0 a I�1 N a. Mr 0 06Z quip • • %u' W M �W bb .0 W= � � V �., W (L) W W 0 LLM'aC M FN4 a twD owns 8 10 04 A.E. PROJ. NO.: 23098 site information W TYPE: CONVERSION .AS # 8365 ADDRESS: 3742 S. 144TH STREET TUKIML.A, WA DRAB! BY: Ne Iffl SH SCALE NONE PLUMBI wto SP300 1 "I i� U .. �' 1 6 a r C] SECTION 1 5000 - MECHANICAL SYSTEMS �. v0 Op i 0 C=ff_ I W A. Confbnrrh Wo applloobh prrovlNons of the generad oonditbn% terry condition. arwl the gsrner�al b. 9. Oaf Initlonsc F means to apply and deliver to proj sit*. ready 14W MnetaMO't10"* Anearns to place In pcelt101n nd "mks or use. bar rrnebrns to furnish and iwW oonviste and ready for intsndod hies. & IM OF N A. Provide ON lobar, egWOt nent, materials, todes srectio n, hoisting and lnowentaels required to pr�ovlde hooting, ventilatiorn, rooso enalnoust and air oondltlarnlrng egatom•. Provide equ1prn ent it dkmoed an the drawkq% and an required for a complete systam 3. ft" AID TIQNS A. AN work shall oorrnpl with slob and local Dodo requi+srnents as approved and by the 9ovrrnlnq city. Purrinase all permits associated with the warts. obtain all lnspeetione i squk sd by oasis. B. 1Mnere the standards of the drawings and spedfiaotlons far materials and /or warla VW re ip a higher than the w is eked abor the drawings and speciAootknns shall take precedence. 4. WARPJWff Provide labar and materials to repair or replace defecti parts and materiels as required for one year after owner acceptance of the cronhpleled project. Provide a separate fine Ron deduct amount an the proposal farm to doleto warranty servicei at the owner's option. �. COORDNrAT10N A. Coordinat* with the work of other sections, equipment furnished by others, requkalmmnb of the owner. and with the co nstroints of the existing conditions of the project sits. B. Contractor shall execute work so that progress will harmonize with that of Other and so that all work may proceed as y as possible. C. To the fullest extent possible. the work under this contract has been Indicated on the drawings in such poeitio ne as to suit and oocomnadote the work of other tr but the work as indicated is largely rat c�aa+nrwt b i�ndicat er** the of all equipmoint and =1itract Is y rowan for the correct placement of work and the proper location and connection of work In relation to work of other trades. 6. LOCA1M AID SPACE REQ - - VENTS A. Verify spaces6 dimensians, locations, and conditions required for Installation of all hvac and related work. B. Obtain necessary rough—in data and dimensions of fixtures. equipment, tenant furnished equipment. owner fiurnished equipment. and equipment furnished under other sections. C. No exposed ducts will be permitted to show an interior of building in finished rooms. *we this would occur, exposed portion shall be furred and plastered, or eased when not adjacent to the wall. D. Maintain sufficient clearance and accessibility. interference between work of various trades will be resolved by the architect and owrner in consultation with the engineer. Relocate or offist work as required to aocornmodate work of other trades. Maintain coming insights and avoid exa�ssive furring requir+ernenbL E. If not precisely located an drawings. obtain locations of fixtturere. equipment. and applionces, from architect and food service equipment supplier. No dsviaUons will be allowed. 7. Ave AN dimensions o f work of other trades which require verifiootion shall be verifled from shop drawings of such work or from actual meosursmento at building, whichever is the moat accurate and practical In the Judgment of th *contractor, who sholl be reepornebW accurac for the 1. GE393M NA A. AN materials sham conform to applkaable advve and SMACNA standards. S. Brands of materials mentioned are used as a standard and requests for substitution* will be otrnsklered when submitted to the engineer in accoidarice with the provisions set forth in the tary general conditions. C. &K9011 refers to materials which, in the opinion of the engineer, are dn%Var and equal in all respects to materiel or method Indicated on drawings or as speciflo& Engineer is not required to prove that a substitute material in not equal to specWWd material. Contractor shah submit in writing to engineer evidence supportip his contention that substituted material In egival to material shown an drowih9s or specified. Engineer reserves right to reject materials and waluvwx either before or after installation, that are not shown an drawings or or substitutlam that have not been approved by engineer In writing. 2. DUCTIIKW A. Duct dirrnensknrn8: Unless othwvolse noted, duct dimensions an the drawings are inside dear dimensions. B. Sheet metal ductwork: Provide sheet metal ductwork fabricated and installed in 0000rdonos with ash a nd ornacna standards. for 1 w.g st f lack forming W Sheet metd a-525. AN � chest far support shall be golva Commetlans to waft or floor shall be air tight with angle morn and caulking Seel all duct seams, barnevrrss and kangitudinal, air tight. Pnwids turning vanes at all 90' elbows. Round shoe metal duct: Provide spiral seam (all sizes) or snap lock (duet sires up to 10) gdvantz d steel coq nplyi nq with smacna standards. Spiral •earn ductwork sham have smocna seam type RL -1. D. Flexible duct: Provide factory assembled class 1 air duct (UL isi) with 1 - V** 1 pcf fiberglass Insulation and reinforced outer protective eovw /vapor barrier. Flexion duct shall meet NFPA 90A with No, spread under 25, smake developed under 50, and shall be rated for mbknwn r w.g. press uru and 0 to 25Wf tarrhper_&_ure. Plravid saw cornbd top C OMM nm*d at o�arnr�ue Use ~ Iorhe Into ohms mild dduct aiL McWhourn a derneed lerpth of fleoalble oust sham not moo d 6 feet. E. Expoee0 dwctwork: Exp amd ductwork shall be clsonsd of debrle and oil, then wiped down with virmgW or other surlboe prwpa k chenbd to Pape e dwct for paint. F. Duct sodant: ftovide polyrnerlc rubber type searlant for use an both interior Iocoterd ductwork and ductwork .hpa..d to autaaor owndltians. Sealer shwa hove high barndln9 sb a nigh far wM first tlnn• escMlrh9 of joints in low ffm tm and hio pressure dwt sys►tom 1 06 Duct burning vans« PrWds fsbrlcoled turning vanso and oohs rurwoM asnelrveted In Ooovrdwoo oft IMACNA ""VAC dwt e0lnslrY don stanesrd•'. Provlrs inurnlrn9 vanes cons uctsd of sorrow Wore„ snuppmted w1Mn bars pwpwnAarlsr to clods% and wt into sib~ ev" wrltable for nnarnW9 In errctwork. Fallow wnscne nos for apncfn4 sop art, who owwbvcom. All Olayw shell N thklnrness alrfrem N. KkdNn �Mawt Auer Falrleeh kitchen 9rhaurt Auet� aid wipoerto uWW % OW vow nww4w *W jr"te To= oorban of n*Jnwm 16 9aq� 1 �� w��M Mw� owe" lwns � be oenlYwauMy �rddW DUCTIIYOil IC fir iE A. FI*W is duet co nrnectors: Provide M labeled 30 ounce neoprene coated fbergloss fabric dust comectars. 0. Oust access doors: Provide lningtd access doors In ductwork wlhere required for access to eafuI Provide n insulated aoaee• doors for insulated ductwork. Corakruot of ows or thick r gouge dices metal a duct in which It is Installed Provide 11ush framee ibr unlneulote-1 ducts. and a o wled fans for externally Insulated duets. Provide oontlrwoius an one side, with One hwdo -type latch br access doors 1 Y QTand smaller, and two handle --type latches for larger access door•. C. Round volume donnpers: Provide minimum 20 gouge gdwonized steel frame and blades mini um 3/B" square steel oelM. nhddsd synthetic bearings. with locking position regulator. Regulator sham be positioned With aheetrrnetd bracket beyond duct covering %*We Ooeltianing regulator is not provide coupling and extension rod with regulator for Deming or wall installation, as required. D. Rectangular volume dampers: Provide minimum 16 gouge galvanized steel channel frame. 16 gape galvan stosl blades, minimum �- steel c a tr sha�l inkapss be = �� gwatitin slnoft shall extend beyond lhame and duct to a lockup quadrant with adjustable lever. Maximum blade width shall not exceed 6 . A. Curtain lire► darnpars: Provide curtain type fee damper% suitable for vertical or horteontal installation as required for the location shown. Curtain fire dampers shall have minknw n 24 gauge golvarnized steel bladw completely out of the air stream. Curtain fire dampers shall oanAwm to UL standard W5. which induces testing to dose under dynamic airflow con dition& and shah be W labeled as a dynamic rated lire damper. Dampers shah be 1 -1/2 or 3 hour rood as required by location, and shah have a 2127 rust" link. B. Coming fire damper:: Provide coming fire dampers oanobveted and tested in accordance with current edition of UL standard 555c. Coming fee don4m shall have ink*nun 20 gauge galvanised steel blades. with ul classified insulation, and minimum 20 9 galvanised steel frames. Callin fin dampers shall have a 212E fusible link. provide diffuser roll on shields constructed of refractory ceramic fiber as applicable. C. Con ktatbn fire /snake dompersc Provide combination fire / snmoke dampers constructed and tested in accordance with current edition of UL standard 555S Combination fire /smoke dampers shall have dvanized steal airfoil blades with o is ne rubber blade serfs and stainless steel jamb sear Frannee shall be mianwrn 16 gauge gelvordzed steel. Andes shall be minimum 16 plated steel. Prover• 2127 fusible link. provide apposed blade configuration. Linkages shall be concealed in the frame. Leakage rating shall be UL 555S doss 1 (4 afrrn /sf at 1.0 w9). Provide factory installed actuator. located out of the air stream. Combination fire/smoke dampers dram be powered open, spring does& D Provide approved fire dampers at afl locations iullcoted an the plans and /or required by building cods. E. Fire dampers and fusible links shall be accessible through access doors or im c� th in ducts and access panels in e building structure or F. Fire dampers furnished as an integral part of diffusers or grilles shall be accessible by means of rerrnovable grime or dfffuswr facie. 5. DUCT 148III.A7= A. Blanket type duct hsculatian: Provide minimum 1-1 thick blanket type fbsrglass insulation complying with ASTM C--553r type a, with factory applied kraft banded to aluminum four. reinforced with %w9loes 'wires' barrier /jacket. Jacket shall conform to ASTM C - 1136, type N. B. Duct liner: Provide n'ninirnum 1' thick. 2 pcf donslty, neoprene coate4 long textile fiber type duct liner. with coating on the air stream side conforming to NFPA 90A. duct liner adhesive shall be as recommended by duct liver nmanufocturw. and shah comply with ASTM C -916. duct liner fastomrs shall eorrnply with emacra "HV duct construction standards - , latest edition. C. Cornesaled conditiahed supply and return air ducts shall be inwioted with blanket two duct kwulat ion. installed in nceardance with insulation manufacturer's installation instructions. D. Conditioned supply air and return air ducts and plenums exposed to view or where required for acoustical purposes shall be lined with duct liner. Install duct liner in aeeardanoe with liner rncmfwbxer's installation 6. CONTROL SYSTEMS A. ProIlde complete control systerm including all instr+urnents, contra* thernnostots. tonnp.rature sensors, lawn voltage wiring, transformers, and all necessary appurtenances. Low voltage wiring sham be installed in conduit in accordance with slsctrio specifications. E)MM 10M 1. TESTMIG, ADJUSTS AM BALANCN O I•.. I 1 . ..�rl III�P�. A. Tett. adjust. and balance all rrnecdnankaal systenna and equipment to merles Proper balance and opsi Odor. Perform tats in acca clance with NEB or AABC and ASHRAE standards, emirate noise and vbrotion„ and erneurs praper function of cantrah. Submit uarrnpleted certified test and balance report to owner's reprreenta"Ve. Balancing cantnoctor sham be an Independent HERB or AABC certified d ed test a balarnce contractor. Balance all system a to within 5% of air flow• ihdcoted on the dnaWrogs,, and report all alea spaw to hvoe installer for correction. Mark final balance positions on dompa with permanent marker. Find stare balance sham be positive with respect to outdoors. 2. VWRATM AID MM A. Vinirvte Mnratko and now !ram tine operation of fans, motors and equllmwt to the extent that they will not be heard outside of the roam In whhich installed. Adjtiusrbrnwnts and changes to produce satisfactory quiebhew to be mods without wip wins to owner. �. OPERATM AID MAI TOMM MAMUAs A. Pr cornwe operations and maintenance manuals for as mechanbaul egnui0ment installed an project include lid of equl w rent, directory Including suppNw telepharne rhumbeM and Net of reoornrrnernded spare pat•. Mawak show bet ftirnislnee0 in - d—?*W binders, gsrarly lwbol•d 0 0perotion vend Mahten rnoe MamW for JaOk_h —the !look Stare Now 0 . Prarvlds 2 copies of each manual. Prrowlre inebudtlorne by gnraNAed t•cho ldo n to owner'• rpresentaow 4L CLEAMa A. � y� — 1ha�r'vu�nly arson oMnent arnd plaster and 9reo•s and all spots oft d9e nin9 solvent. Ca * Aly sae 001088 clown. IL Exposed Retell wok: Carvfally chwn wO sbssl brnrslh6 ra noWn at not OW satyr spots, ass provide taraA —rp► point cis ralnrM' t C Find ewnlrig: Mmave elm swgw wnr ddwb frsrn t� r OWN inslIlIkAl Wee In e nN wn t. do ww reMgrto —arse CITY OF TUKWUA APPROVED APR 19 2004 AS hu it U RECENED PERM,` CENTER Ol�ARTY�NT SAN K% CA OZ23 C►19" Jock in the Box Inc. Them di enh and eaeolAootlone err tMs prepsr�r st M rM mirk iAQ wW elhs/ ask be sumo! or reredw eW wwwmt 110 preview w 0*0 senesM. dates RELEASE: AUG.5.2002 PAL(,AB OHIYk 05 12-31-02 PONT: 1/12/04 00NS1RtlC1W. revisions Q Q 0 `r. c fs, o v; U ... Lf 06 Z COMMEND W LU 1 M II. W= � � V 0 rod eu OC Cie cn o LL < U • PN4 0 he PC I owns= 8 /10/04 A.E. PROD. NO.: 23M site information W TYPE: CONVERSION A ift 8W5 ADORER'S: 3742 S. 144TH STREET TUK"LA WA DRAW BY: RA NN SH SCALE: AS M07ED MECHANICAL %VECIFICA SP4M0 Ab M , Q,. ;t SECTION 16000 = ELECTRICAL SPECIFICATIONS 1. aE1NERAL CONDITION *: A. The General Conditions, Supplementary Conditions and Special Conditions are a port of this contract and apply to this section as fully as if repeated herein. . A. This section of specifications includes, but is not limited to. 8. All labor, tools, applionces, materials and equipment required to furrim and install the complete installation shown on the drawings for this section of the work and /or in the foYowing specifications, including that which is reasonably inferred. CODES AND TIONS: A. All work and materials shall be in accordance with 0 ppli4.111~ requirements of public authorities having jurisdiction and utilities furnishing services. B. Codes go verning this work include but are not limited to the latest approved edition of the fallowing: C. National Fire Protection Association's National Electrical Code fNrP E . California A,dmin' i istratve Codes, Title 8 and Title 24 (In California onl Occupa tional Safety and Health Act (OSHA). Locd Ordinances and Regulations. 4, STANDARDS: A. Electrical material and equipment shall have been tested and listed or labeled as conforming to approved published standards by Underwriters Laboratories where such listing or labeling service is available for the class of materials or equipment Where applicable, listing or labelin shall apply to the complete assembled equipment and not to the components done. S. SUBMITTALS: A. Three copies of materials list, shop drawings and data sheets shall be submitted to Jack in the Box Inc. Construction Manager for review. Submittals shall be made and favorable review secured before material and equipment is installed. B. Materials list shall include fixtures, switchgeor, panels, devices, wirewayyss. discornnects. lamps and all other specified or unspecified standard cataloged materials to be used. The list shall include manufacturer, two and such other descriptive data as may be required to determine the acceptability of each item. C. Shop drawings and data sheets for equipment and systems shall be submitted where required in the specification for those items. Include information on each component, wiring diagrams, layouts, d'imens'ions and sufficient other data to establish compliance with the specifications and acceptability of the equipment or system. 6. PERMIT'S AND DRAMM: A. Permits and inspections shall be by the General Contractor. 7. AS43ULT DRAIMNGS: A. On a set of contract drawings, kept at the site during construction, mark all work that is installed differently from that shown, including any revised circui , material or equipm Upon conclusion of work, deliver to Jade in the Box Inc. Construction manager a set of signed and dated "as-built" drawings. S. . A. All work shall be guaranteed for a minimum period of one year from the date of acceptance by the Owner. The guarantee period for certain items shall be longer, as indicated in the specification for those items. B. Should any malfunction develop during the guarantee time period due to defective material, faulty workmanship, or non - compliance with plans. specifications, codes or directions of the Owner, Architect, Engineer or Inspector, the Contractor shall furnish all necessary labor and materials to correct the malfunction with- out additional charges. 1. METERINQ AND SERVICE EQUIPMENT: A. Metering and main service equipment shall be Square -D and shah include all required metering and main disconnect equipment such as power company meter socket and ring, current tronsfornrner space and connections, test block, gutters, main switdmes and aN other equipment required by the serving utility. Applicable codes shall apply to all service equipment and installation whether or not shown on the drawings or described. 8. The underground service pull section shall be furnished and installed by the Contractor as shown on drawings and shall comply with the requirements of the serving utility. C. Construction and installation shall conform to the specification for "Distribution Switchboards". Location shah be as shown on the drawings. D. construction or features shill be as shown an the P = For switches and other items included reefer to the paragraph where those items are specified. E. Submit shop drawings as required w der "Submittals ". F. AN conductor terminals and �t endowrirw, shall be U.L. listed for use with minirrmm 75' C. rated connductors. 2.01811 I�CIAWIM* A. sWica�eoard� �naA e. �occory a...nMN t br tn. am manubCtu►N tllot furnishes the moin puignMlt Vdtoqs, C o hoss i wM. ratin anagwn aM components �ha1 B. Switchboards shilll be free standin units of angle iron or formed steel construction end on the four side and top. Top, front and bock panels shill be die formed of code gauge steel with no row metal edges on the front. C. Switchboards shall be shop finished in ANSI 61 gray enamel. AN front plates shall be baked to obtain maximum finish hardness. 0. Bussing shall be tin plated electrical grade aluminum. Di aluminum. s of busbars shall be based upon the ampocit shown on the plans. Bussing shall extend the full height of distribution sections. busboys shall be ed, braced for 65.000 :v:;yrnmetried and oc :arc to the UL and NEC an for bare busbor. E. Provide a nameplate for each switchboard item on the face of the switdhboard as specified in section "Nameplates ". F. Circuit breakers, switches and other equipment to be included as an assembled part of a switchboard shall comply with the sub - section or paragraph where those items are specified. G. All conductor terminals and ec�u ipiment enclosures shall be U.L. listed for use with minimum 75' C. rated conductors. 3. PANE S: A. Ponelboards shall be factory ossernbled circuit breaker type by Square - D. The number of poles, type, voltage and ampere ratings shill be as indicated on the drawings. Bussing shall be aluminum. 8. Neutral wires shill be connected to a common neutral bus with binding screws or lugs. The neutral bus shill be insulated from the oabinet. Ground wires shall be connected to a common equipment ground bus with binding screws or logs. The ground bus shat be bonded to the cabinet. C. Cabinets shill be flush mounted. Cabinets shall be constructed of galvanized steel conforming to UL and NEC standards. D. Fronts of cabinets shall be not less than 12 gauge steel , fastened with screws in countersunk washers, or with approved conceded spring dam s. Cabinet fronts shall have hinged lockable doors with nZ keys (all ponds shall be keyed dike) and circuit schedule holders with dear plastic windows. Provide typewritten schedules in holders and submit ies for record purposes. Doors shall be fastened to trim th full length flush hin Panel fronts shill be shop painted with 2 coats of praner and a finish coat of gray enamel. E. Simid Qanelboord construction or features shall be as shown on drawings. For circuit breakers, contactors and other equipment to be included as an assembled part of the ponelboard, refer to the paragraph where those items are specified. F. All conductor terminals and equipment enclosures shall be UL listed for use with minimum 75' C. rated conductors. G. Panelboard directory for each panel shall be neatly typed indicating acturd load for each branch circuit. H. Provide si'griage for all panelboards alt switchboards warning qualified persons of potential flash hazard as required in N.E.C. 110.16 4. • A. Circuit breakers shill be by the sane manufacturer that furnishes the main service equipment and ponelboards. 8. Breakers shill be molded case bolt -on type. Clamp --on, push -on, or plug -in types are not acceptable Removable handle ties and dud, quad or tandem breakers are not acceptable. Mounting hardware, accessories, foceplates and enclosures shill be provided as necessary for the intended use. C. Short circuit interrupting capacity shill be as indicated on the plans and shall in no case be less than 10,000 rms symmetrical amps at the applied voltage. & 18 S11YI'i'CHES: A. Switches shall be by Square -D. B. Switches and enclosures shall be general duty. They shall be externally operated, quick -make, blade type, of numbers of poles and rating indicated or required. C. Enclosures shall be NEMA I for dry, interior locations and NEMA 3R for damp, wet or exterior locations. Finish shall be ANSI 61. Covers shill have a defeotable interlock. Operating handles shall be podoc kable. D. Short circuit withstand ratings shall be 200,000 rms symmetrical amps. E. Switches shall accept fuses of the rating and UL or NEMA dais• indicated. F. Submit data sheets of the diseorio switches as required under "Submittals". G. AN conductor terminals and equipment enclosures shill be U.L. listed for use with minimum 75' C. rated conduct 4. MOTOR STARTERS: A. 11hers shown on the plans, fractional haw motors shall tog9W type manual starters with thermal " lood pr otection in ood phase. *we the motor is out of sight of the switch provide a pilot light in the cover to indicote switch is closed. B. Submit doto on starters as required under "Submittals ". 7. 'NAP M'i'CMES: A. AC general use snap switelm shall be toggle harm, quiet listed a�v p i�r�r to rn�eet F Feder qty -� �' M ion S -096 -d and NEMA heavy duty tests. Color shall be white. 0. AN switches shah be noted 120/277 volts. For the 20 omp sill HP ratings shall be 1 for 120V and 2 for 240V. C. Switchew shall be as listed below: 1. 20A SPST - Hubbell 1221, leviton 1221 or P & S 521 D. Switdhew required but not listed shall how equivalent quality as dross listed above. L IlECEPTAC : A. Receptacle outlets shall be standard NEMiA configuration, grounding type. B. General convenience outlets shall be 20 " 125 volt, 2 ro e, 3 wire grounding. Outlets shill be UL listed and verified me et Federal Spec fication W-C- 596 -c and NEMA heavy duty pa fbimance tests. C. Convenience outlet fronts shall be white. Color shah be brown on wood paneled woNs. D. Outlets shall be as listed below: (numbers do not include color designation or options). 1. 20A Convenience - Hubbell 5352, Leviton 5362, or P do S 5362 E. Receptacle outlets for the P.O.S. system shall be Type NDIA 5-15R single or duplex isoloted ground as indicated on plans. ►gIe receptacle for OCS unit in Drive -Thru speaker board shall be NEMA �1.5 -15R. F. Special outlets, not listed above, shall be standard NEMA configuration for the application shown and shall be of equWdernt grade and quality to those fisted above. An approved cord cap or plug shall be fum with each receptade outlet except generd convenience type. Plug shall be of the same Wade. quality and manufacturer as the outlet. 9. DEVICE A BOX COVER PLATES: A. Provide a plate for each outlet, receptacle, switch, device and box. B. Plates for flush interior general use shall be white plastic. Color shall be brown on wood paneled walls. Plates for the kitchen, service, galley and storage areas shall be stainless stew. C. All plates for exterior use shall be listed and labeled "Suitable for Wet Location while in Use ". D. Ganged devices; shall have gang plates exactly matching the arrangement and quantity of devices. E. Special plates, engraving or application shall be as indicated a the drawings or otherwise specified. 10. OUTLET AND JUNCTION BOXES: A. The size of each outlet or junction box shall be determined by the number and sizes of wires and conduits entering the box, Per NEC, but shall be not less than 4-inch square and 1 -1/2 inches deep unless otherwise noted B. Outlet and junction boxes for interior use shall be galvanized, one -piece pressed or welded steel, knockout te except where other types of boxes are indicated or sti Ir masonry or concrete construction waterproof boxes manufactured for that purpose shall be used Plastic, fiber or composition boxes will not be permitted. C. Outlet and junction boxes for surface exterior use shall be cost boxes. Crouse -Hinds FS type, or approved equivalent. 11. CONDUITS AND FI I INO & A. Standard w ' t rigid metal conduit shall be hot dipped vanized, fi ings shall be of the screw thread t gal vanized. 8. bushings, etc., shall be hot gal B. Electrical metallic tubing (EMT) shall be galvanized. Coiolings and connectors shall be galvanized. Fittings shall be compression type with gland selling rings or set screw type. C. Flexible conduit shah be galvanized steel or aluminum. Where used in damp or wet locations flexible conduit shill be of the liquid- -tight type with outer neoprene jacket and suitable liquid -tight fittings. D. Rigid non - metallic conduit shall be PVC Schedule 40, U.L approved. All couplings, fittings, solvent cement, etc.. 12. �AND CABLE: A. Wire and cable for use on systems of 50 volts to 600 volts shall be 600 volt rated type THW or THHN for branch circuit& Feeders shall be THHN. B. Wire and cable for use on systems of below 50 volts shall be 300 volt PVC insulated and suitable for the doss of wiring except as otherwise indicated or specified. C. AN conductors shall be 13w UGHTNO FIX I UFM AND LAWS: A. Fixtures shaft be complete with oil required oocessories and equipment, inckrding lamps, necessary► for a complete installation. Contractor shah receive, unpack, ossernble and instal fixtures indicted as being furnished by others. B. Fluareeeant ballasts shall be CBI, ETL a high power fact "P" rated with o soured rating of A ". BaAats for interior use shall be high fre electronic type with a THD of less than 20X► Mores comply with local lighting codes. C. 4' Auoreeosnt larmpe shall be F32TS type b Philips„ GE or be AN A -t S coldear Indicated om lamps shall 1 W as incated an p . D. Verify the cell wall construction, voltage and the mount requlrernents of each fixture and provide plaster fromo% WNW anges, concrete pour housings, boxes, brackets, ,"Pters sterns, canopys, special ballasts or lenses and other matsial nec9nory to properly purdxw and mount the fixture. E.. Submit shwa Irow irlgs on all fixtures as iced under Submittals. Shop Drowin " may be catalog data sheets if complete information induzng mounting hardwaro is shown and identified Shop shah include mounting details and show compatibility with cell or other t. Pa Y calling � 14. u AM ILAlIDLS: A. Nameplates shall be provided for circuit breakers in the main switchboard, switches, and to identify each panelboard and similar Items which are furnished or installed under this section. B. Nameplates shall be engraved laminated plastic with characters cut through the block tap layer to white layer below. 1& PHOTO EUECTMC WATCHES: A. Photo electric switches and photo controllers shall be Honeywell. Type be mounting, piles, voltage, wattage rating and arrangement as shown on pans. B. Submit shop drawings as required under " Submittals". Catalog sheets will be adequate if all information is shown. I& THE SWRCWS: A. Time switdnes shall be Tork. Type of mounting, poles, voltage, ampocity and arrangement shall be as shown on drawings or required by conditions. row switches controlling lighting shall have spring wound carry over and any other features shown an the plans or required for proper operation. B. Enclosures *wN be NEMA I for interior dry locations. 17. MARsNE7'IC MOTOR STARTERS: A. Motor starters shall be horsepower rated non- revixsing, full voltage of type required by motor with overload thermal protection. B. Submit shop drawings as required under " Submittals". 1& RELAYS: A. Relays for motor control shall be heavy-duty industrial type, magnetically held, with both normally open and dosed contacts. B. Submit shop drawings as required under "Submittals ". 1. INSTALLATION AND CONNECTION OF EQUMeMENT: A. Equipment furnished by others shall be completely connected to the electrical system except as noted an the drawings. AN fuses, breakers and disconnects shall be provided as necessary for proper protection. Provide all flexible conduit, boxes, fittings, receptacles, cards, plugs and other material required for proper installation. Refer to manufacturers directions where applicable. .•:: a•: ; i; i _ _ A. Complete power circuits, including breakers, switches, disconnnects, wire and conduit, outlets and connections to HVAC and plumbing equipment shall be provided under this section. B. Starters and controllers shall be provided under this section except where part of a package unit or panel specified in Division 15. C. HVAC and plumbing control and interlock wiring regardless of voltage, and condui or same, will be wired and connected under this section. 3. MWALLATIOIN OF • A. Standard weight rigid metal conduit shall be used where exposed to the weather, placed underground below concrete slab, in concrete or masonry construction in contact with earth, and where shown on the plans. B. Galvanized steel electrical metallic tubing shall be used in above ground, interior, dry locations protected from weather and physical damage, and may be used in concrete or masonry construction not in contact with earth. C. Flexible metallic conduit "MC" shall be used where shown on the plans and to connect conduit systems to motors, drnect wired and vibrating equipment and as a find connection to lighting fixtures (6' max) in accessible ceilings. It may be used as a wiring system instead of EMT in interior walls only (dry frame or stud construction). D. Liquidt t flexible metal conduit shall be used for fiend electrical s to roof top or other equipment exposed to the enviornment. E. Rigid non- metallic conduit may be used for all undwvkb or mm id work in place of standard weight rigid metal and where specifically spedfied. AN runs of rigid non - metaNic conduit shall contain a separate green ground wire adequately sized for service intended. 11Mhere required to continue above slab. stub non - metallic conduit 6" above slob then make proper transition to mstd ca kilt. F. AN rigid steal conduit installed in the ground " be �r�apped with Hunt's No. 3. PVC coated or ernoaed in 3" concrete on aN sides. G. 'the minimum stns of conduit shall be code sae for the 1KNI er and sae of canductars, unless a WW side is shown, in wlskh can such larger sire shall be used. H. All final connections to motors shall be flexible metal conduit and as shown an drawings. 1. *we portions of raceways or sleeves enter areas such as cold storage or where pawing from the interior to the exterior of a building. the raceway or sleeve shall be ivied with an approved material to prevent the circulation of worm air to a cooler section of the rocawra or sleeve. 44. MMTAL.L.AI'ION AID ON OF Y010M A. No "BX" type conductor /flex conduit or Romex cable will be per- mitted. All wiring shall be instokW in conduit, wireways, or gutters, except where other raceway systems or methods are specifically shown. 8. Clean out and dry all conduit and wireways before pulling any wires. Use no lubricant except as recommended by the wire or cable manufacturer. C. Make all connections and splices necessary to properly complete the electrical wiring. Connections and splices shall be made only in pull, junction or outlet boxes, or in switchboards, wireways or panels having sufficient code sized gutter space. Connections and splices in wires smaller than No. 6 AWG shall be made with sprung type connectors, and in wires No. 6 AWG and larger shall be made with commpression, vise type, or split bolt sdderless connectors, insulated and taped. D. Connections for the power wiring of the P.O.S. system shall be soldered only, no womm connections will be allowed. Wire nut connections after solderirig. & TELEPHONE SYSTEM: A. Fumish and install complete conduit and terminal system for telephone services as indicated on drawings. B. Install a 1/8 -inch polyethylene pull-in wire in each conduit run. C. Telephone wall outlets show be 4-11/16 inch square by 2-1/8 inch sleep metal boxe% with plaster ring and single bushed outlet flush telephone plate. D. Furnish and install 3/4-inch conduit from the telephone equipment room main telephone boddxxrd to nearest accessible cold water ground. *This conduit should be terminated in such a mo mer that access to grounding device may be had at any time in the future. * -Per NEC 250 do NEC 800 & GROUNDING: A. Make good mechanical and electrical contact at all poles, ponelboords. switchboards, outlet boxes, junction boxes, and wherever the conduit run is connected Permanently and effectively ground all conduit, fixtures, motors and other equipment as required by all applicable codes, regulations and standards. - r IL I U A. At frequent intervals during the time of construction. the Contractor shall dean up after his work and remove his debris from the premises, leaving the building and grounds dean to the Owner's sotisfactian. B. The Contractor shall take aN necessary precautions to protect all materials, equipment and property, whether electrical or no from damage as a result of his work. CiTY Of TUI(WtlA 01►ED ACID I N WK OF APR f 9 PRIM MD 2004 AS hujcU A. Panels, disconnects, starters and other equipment installed OU?LDf D"fow under this section shall be inspected for defects and tested for Pry opwatidn- B. Systems shall be tested for short circuits, opera circuits and wrong connections and shall be free from mechanical and electrical defects. Circuits shall be tested for proper neutral and ground connection& & CCW I I W C I NXI POWER S A. Electrical Contractor shall provide all labor, cost and materials required for installation and maintenance of temporary construction power and telephone. motion power shall be minimum of 100A, 120/208V /1 phase, 4W, with provisions for one 50A. 206V. 2P. 4W grourAng receptacle and four 12OV, 20A, 1P receptacles. RECE (`rTy nF r1 WWI A A. Alternative rmmufacturses will be Considered for electrical PEkANT CEiVreo detiices, switc he% outlets, etc. not provided by owner. B. Catalog% data sheets or shop drawings shall be submitted to the construction manager for oll alternative manufactured equipment as required under "Submittole. r� AA# !>l,�AIITWUM IT 9330 BAl00A AVEiSIE SAN DIEGO, CA 92123 des 1999 Jock in the Box Inc. 4e6*198 and W 801110 oulm e ati rM arty N A* ft ft A i" wd " cwt M 60W V VWMWW d r111eaut ft rrwlw» Mittel aviewMt. dates RELEASE: AL)Q 5, 2002 P.M.(je 01 Ly. . 12-31-02 , PEFMNT: 1 /12/04 W. 1M. revisions 0 0 Q ► 0 • .� i a - � CL • Z • ..r.. u� 1 M M LU � W= . W DC 0 -.-4 O he ro 0 t Eiviis: V 10 04 A.E. PRO`!. NO.: 23098 site information MAC TYPE: CONVERSION At 8365 ADDRESS: 3742 S. 144TH STREET TUK W LA, WA DRAWN BY: JW NN, SH SCA L AS NOND ELE%;AL wt%;1F1CA SP580 • .4 1 1 44" 4 r X 12.12W X 12.1 ' E NiiAUST DOLLAR FOR 12' X I STACK FIELD LOCATE AND CUT B NOW TOP BY INSTALL 13t [*DUST STACK NOT PRV**= BY MARSHALL. (2) OPEN 1" X 43.500" INISULATK91 CAVITIES M�ISILATKIfI OPTIONAL BY MARSHALL r 4' X 24 COLLAR TYP. j2L W E HM IELD . ENCL44ED BACK 26.000 F LOCALE AND CU TOP BY INSTALLER 1 1/4' GAS LME =KCTION 1/ 2' EMT CON QUIT MOUNitNG BRACKETS AT HOOD TOP ACTO1tY MELDED TO HOOD TO BRACKETS ON LNIIE. 43.500" F TORY 1113 70 NOW TOP. FOR CC INECT10N OF FIRE SYSTEM POW49. JUNCTON BOX FOR 7W ER RECEPTACLES. 24r MIRE LEADS M JUNCTION BOX. MUA AUNCYM BOX FOR HM LK)ITS �POS CHASE �. err. ''' `'' WIN ENq.,09ED BACK FACTORY MELDED '400 •�,► ' LEAD M 5 MANGER BRACKE w ��BO c. 1 «! TO HOOD TROP. INSTALLER TO 6�,, --� V 7 -8 SECURE TO ROOF STRUCTURE. POP 92000" rRA70 CHASE BY 01HERS„ TOP VIEW * ##* CHASE To STOP AT PONT OF CMNG POC RA'nON �TIp �� 1994 EDITION OR LI TER. 400, -- -• f L `•. #10 -24 x .s STN STEEL, 40,00 won% �► N/' �„ _ ` 43.500» SCREWS OR TACK WELD USED �` ♦/' � ANA HOOD FLANGE 70 ''� .•. � �` STACK BY OTHERS '►• TYP. BOTH SOB 'o �.. 7.625" 6 000' PPE CE i HOOD PROFILE �► �.. TYPICAL LEFT Lo r , AND RIGHT 30' TMrwER EJVCLASl1RE 10" 7IMER ENCLOSURE f S�UPPLY N I ` RECEPTAi2.E5 PAD) �. w RECEP D) LOUR LNG' Ea0�L%W HOOD Y MELDED TAC E5 P REQUIRES I (;RC AT REQUIRES 1 cam 22.000 " r,r• 4" A BIP 6.000 "1► SECURE HM TO ® #4 05 is 7.000 " 1 aN DE PLENUM > 1 PLENUM AT FLANGES r TYP• B07H SIVES� 106 000 16.000 r T 16 GAS 7 -1 3 RECEPTACLES (P � GRIDDLE 21� �QA X MwN �EICt�'TAgrES 5-208 - < < () = TO FACTORY TO ;� 71.000" 03 OF HOOD 4 x f 2.000 42 HOW Bo f 5' -11" MINIMIUM T O VERH ANG ( t 20A 47.000" hECEPTA� 5-208 , < FRYER DISICHARGE » 27.000" 000" OF ; X 24.000" I I OF 15 .0-- t CE T ACLES P� .000 �CitClll 10 FINISHED FLOOR f R "�► FRONT VIEW GHT SIDE VIEW ,r •..00 ,• HOOD AM - g2w GRIDDLEAFR NO&,. r STACK COVER HEKRIT BASED ON 7'-10r COM QV" FILLERS IV x 16' 1YP (5) ABLE FILTER SPACER THREADED Roo SWK TO ROOF ABODE - SE DETAIL G/SLO B o� HANGER BRACKET FAI V1DED TO HOW TW HOOD HANGING DETAIL FACTORY MMW TIMER REQUMiES� 1 � N RECEPTACLE X FOR ciRCU�r Gr0 H000 TOP - LIGHT, CON71NUOUIS MELD 3/4 CONDUIT TO P05 CHASE HOOD TOP. P 20A DUPLEX TORY INSTALLED AND WIRED IN TIMER 0.750" 6.000" -- r E XHAUS T M FAN MODEL NUMBER H.P. c - r r - - r r •• r r - - •• � COIVNIECTK�I STACK VELOCITY FACE VELOCITY SO H000 WEIGHT 5-20R HOOD #1 92 LOW PROFILE EXHAUST HOOD 1885 755 * goo DUPLEX 0 f i t T ifa l Z I ' 1885 FPM 248 FPM .4 525 LEM DUPLEX HOOD #2 68" LOW PROFILE EXHAUST HOOD 1310 525 ' ' D ]� ♦ M1 ] 1 // 1 1 1: j 1 a ,1 .a , r K4 11111 *10" X 10" 1887 FPM 218 FPM .4 460 LBS. 15 TOTAL 1 1 . /..�: r. r 1 280 • BY OTHERS D F. 1 1 1, . ], / 1 K 4 111 15 SIMPLEX / A -34.36 07 12 120 20 DUPLEX 5-208 8-9 12 120 20 DUPLEX 5-208 8 -9 9 . AA TA' 120 20 DUPLEX 5-208 8-9 HOOD 12 120 20 1 - - C -39 VIII 1 1 11 �, 1 h 1 1� . " A'Nylk © ,WTI � -.1. • 1 ] ] ]'� 7 �: J oe • • 1 1 1 r '.7 1 11 p 1 go y . • 1 a 1 ] 1 1111, ©, / r 1 • 11 v _ memo ! 1 ' l a D ' � 1 1 1 1 �. 1 1 1111 �„ r � � ♦ / `� � • � 1 D !] 1 11 '." . 1111, � 1 1 • ti 1 . 11 Minors 111 - 111 • -��- • 1 r. A l 171 =7 PIIIIIIIIIIIIIIII ■ 1 1 1 ] 1 7 M 1: �. �,,,,, Will Iloilo .. �. Iloilo � I -, •1 1• '^ F1 v Oak L' i.-I 0 1 Wvi-1 12 v 2,;, 11;i.: I 1 1 1 FACTORY MMW TIMER REQUMiES� 1 � N RECEPTACLE X FOR ciRCU�r Gr0 H000 TOP - LIGHT, CON71NUOUIS MELD 3/4 CONDUIT TO P05 CHASE HOOD TOP. P 20A DUPLEX TORY INSTALLED AND WIRED IN TIMER 0.750" 6.000" ».oa 2.250" &000 7.250" 0.500" D 1.438" 2.000" 250" DIA HOLES FOR M OF � AND 8.000" 5.000" 1.938° 29.875" TIMER ENCLOSURE DETAIL VENTILATION SYSTEM INFORMATION TMr1ER Da � L - M GND GREASE - TIGHT, CON796JOUS WELD - 3/4 CONDUIT TO HOOD TOP. 1 A c1Z wsTALi.oD AND MIRED IN TMiER ENCLOSURE FACTORY WAMrG C X C &*VI10N BOX FOR Hoop inv ».aoo T 3 Egg" &250" 3.688" .250" DIA HOLES FOR M OF B IMRS AND 4438" 0.500" wl 4.500" 10.000" TIMER ENCLOSURE DETAIL �i E XHAUS T M FAN MODEL NUMBER H.P. VOLTS AN WEIGHT COIVNIECTK�I STACK VELOCITY FACE VELOCITY SO H000 WEIGHT 5-20R HOOD #1 92 LOW PROFILE EXHAUST HOOD 1885 755 * * DUPLEX 0 *12" X 12" 1885 FPM 248 FPM .4 525 LEM DUPLEX HOOD #2 68" LOW PROFILE EXHAUST HOOD 1310 525 ' ' * ».oa 2.250" &000 7.250" 0.500" D 1.438" 2.000" 250" DIA HOLES FOR M OF � AND 8.000" 5.000" 1.938° 29.875" TIMER ENCLOSURE DETAIL VENTILATION SYSTEM INFORMATION TMr1ER Da � L - M GND GREASE - TIGHT, CON796JOUS WELD - 3/4 CONDUIT TO HOOD TOP. 1 A c1Z wsTALi.oD AND MIRED IN TMiER ENCLOSURE FACTORY WAMrG C X C &*VI10N BOX FOR Hoop inv ».aoo T 3 Egg" &250" 3.688" .250" DIA HOLES FOR M OF B IMRS AND 4438" 0.500" wl 4.500" 10.000" TIMER ENCLOSURE DETAIL HOOD ELECTRICAL LEGEND DESCRIPTION E XHAUS T M FAN MODEL NUMBER H.P. VOLTS AN WEIGHT COIVNIECTK�I STACK VELOCITY FACE VELOCITY SO H000 WEIGHT 5-20R HOOD #1 92 LOW PROFILE EXHAUST HOOD 1885 755 * * DUPLEX 0 *12" X 12" 1885 FPM 248 FPM .4 525 LEM DUPLEX HOOD #2 68" LOW PROFILE EXHAUST HOOD 1310 525 ' ' * ' *10" X 10" 1887 FPM 218 FPM .4 460 LBS. 15 TOTAL 3195 1 280 • BY OTHERS HOOD ELECTRICAL LEGEND OUTLET MIRE SIZE VOLTAGE AMPS RECEPTACLE NEMA CIRCUIT #1 12 120 20 DUPLEX 5-20R 8-9 #2 12 12D 20 DUPLEX 5 8 03 12 120 20 DUPLEX 5-208 8- 9 #4 12 208 15 SIMPLEX LO-15R A -25. 28 05 12 208 15 SIMPLEX LB-15R A -30, 32 is 12 206 15 SIMPLEX L6 -115R A -34.36 07 12 120 20 DUPLEX 5-208 8-9 12 120 20 DUPLEX 5-208 8 -9 9 12 120 20 DUPLEX 5-208 8-9 HOOD 12 120 20 1 - - C -39 BOTH EXHAUST MOWS ARE ETL Us M TO CONFORM TO UL 710 SPECS. M ADDITION TO C17RTiFYNVG ADEQUATE EXHAUST LEVELS. UL AL W (Bj CERTIFIES COMPLIANCE WITH NFPA 96 CONSIRUCIION REGUMIEMENTS• 11# HOOD IS LISTED AT 170 CFM s PER FOOT OF H000 ALNMUM• MARSHALL ETL REPORT NO 552648 FLOOD 1 IS MODM GA- 092 -ILIA -1 HOOD 2 IS MODEL GA- 068 -MUA -1 1309 MINIIILMi EXHAUST CFM ACTUAL FAN CFM = 1 5 2W NOZZLE O LM( LM K IC LM 31V SW*LY LUIS 10 N= TO CAIM"L IC FACIM'Y W OLIO 1Q or N000 AAr OMM ON N= II 0�um so 0EEW DEC t LMT K=101 I= 1 11r MECHAISCAL GO W IE w LATE "mum NOT a M 10 =AM 1O SHUNT ARP DEVICE/01 NVE BLOCK 3/r' ERlLY TAE 10 MW er cerEx Noon Of aaoaF Moon ANSUL FIRE PROTECTION SYSTEM (WET LQUID SYSTEM) ANSUL FIRE SYSTEM COMPONENTS ARE OPTIONAL BY MARSHALL. WJUU ANSUt. VET C srs� 3 QAU,ON C1UNDEl1 0 A11aX AUTO" IIOU/IIEp lb X111 IMO IMwM PAL STAIM LOWE 4A< 10 s iT MME a�ooll Ur PIPE CONNECTION IN NOSE IN NOZZLE 27D NOiIIF OIMDOLE FRYER 7f 4'1f 21' Hoop Fi P PIPING DETAIL HOODS ARE PREPIPED FROM FACTORY WITH NOZZLES Sllf"FDM INM STACK COM STACK O01SR ANOLE 1/ r r 111 ■� IN NOZZLE ADD OF OPID , STAOMG SHELF NOTES 1. HOOD CONSTRUCTION AND DESIGN MEETS UNIFORM MECHANICAL CODE, SBCCI, BOCA, ICBO AND NFPA CONSTRUCTION REQUIREMENTS 2. HOOD IS NSF AND UL -710 LISTED. HOOD MODEL GA, ETL REPORT NO. 552648 3. HOOD IS CONSTRUCTED OF 18GA. 300 SERIES STAINLESS STEEL MINIMUM. SEALS HAVE CONTINUOUS, LIQUID - TIGHT EXTERNAL WELD WHERE REQUIRED PER NFPA 96. 4. EXHAUST CFM MINIMUM IS CALCULATED USING 170 CFM PER LINEAR FT OF EXHAUST HOOD PER UL -710 LISTING. 5• ALL INSTALLATION WORK IS TO BE PERFORMED BY QUALIFIED PERSONS AND IN ACCORDANCE MATH STATE AND LOCAL BUILDING CODE REQUIREMENTS. 6. THE INSTALLATION SHALL BE IN ACCORDANCE VATH NFPA - 96, REMOVAL OF SMOKE AND GREASE - LADEN VAPORS FROM COMMERCIAL COOKING EQUIPMENT. 7. MATERIAL HOOD GREASE FILTERS: GREASE FILTERS ARE ONE OF THE FOLLOWING TYPES: (A) FLAME GARD, INC., STAINLESS STEEL UL CLASSIFIED FILE # R 6593 TYPE III (B) KASON INC., STAINLESS STEEL UL CLASSIFIED FILE # R 13192 8. HOOD IS PRE -PIPED FOR ANSUL WET CHEMICAL FIRE SYSTEM. HOOD HAS PIPING DROP CONNEC W/ PLUGS, FOR THE VARIOUS COOKING EQUIPMENT LAYOUTS. � A J 72" GRIDDLE AND SINGLE VAT FRYER B 36" TOP -SIDED COOKER WITH 36" GRIDDLE AND SINGLE VAT FRYER 9. ALL SUPPLY DUCTWORK AND TRANSITIONS ARE TO BE PROVIDED BY THE HVAC CONTRACTOR. 10• CLEARANCE FROM STACKS TO COMBUSTIBLE MATERIAL SHALL BE PER APPI.XABLE BUILDING CODES. 11. FOR PROPER OPERATION OF HOOD SYSTEM, IT IS THE GENERAL CONTRACTOR'S/HVAC CONTRACTOR'S RESPONSIBILITY TO HAVE HOOD TESTED AND BALANCED TO ENSURE THAT THE EXHAUST CFM LEVEL AND MAKE UP AIR CFM LEVEL ARE AT PROPER SETTINGS. IT IS ALSO RECOMMENDED THAT A COMPLETE HVAC AIR BALANCE IS PERFORMED. 12. PER THE UL71 O LISTING, 2" OF OVERHANG IS REQUIRED FROM THE HOOD SIDES AND THE COOKING SURFACE. MARK SE BUILDING This drambg Is 9w property of Mwlrhar Air S lem hr.. wW ow4d u oww4dw 1W and praprirlsry tlltorw6w of Mw" Air 9pr6wne„ kw. %b de 01 Is pr+o�ddsd to Wo rwoo = km wily for pwposns of i eft wloh, 1 ald-No - Ilse owl /or nlsbboo m of to drpick d wpowwd of I1wIINmM Air 9ystemi6 be.. and for no oKlor ONPR a This It Ohl " Rd 11e ooilNA go N &m bsned. dlLpwao 4 or orowwMs dir wW to my tlrM+d pwtA ellhw day w ileoe" AMR M 0N. Y6 ad ON 41WO sM pwpow OW " be MMrtIM to Mer&d Air Spla rp, Inc.. vW rrgnsst• ** r+rci IeWs aorswpNllos of this dry all" be dewusd to aollsIft! wprww Comm* ww ev wo st b the tor818 tw►nla REVI DATE DESCRIP11ON P.W. MARSHALL AIR SYSTEMS, INC. I w w- a alE�s I SHEET 1 OF 2 EXH SYS, JACK IN THE BOX GRIDDLE HOOD DETAILS, FIRE PROTECTION SYSTEMI NST/4LLAT10N DWG AS6Y �. 0 � � '� ' I • f E HAW CFM CALCULUTICM CFM CALCULATION BASED UPON 170 CFM MIN. PER U EAL FT 7.7 LUIEAL FT. OF HOOD GRIDDLE HOOD H 1.0 / DEP AR TMCNT 9334 BAMA AVENUE SAN DIEGO, CA 92123 1999 Jock in the Box Inc. Th... erorrLngs and rro.cinoot�on• in tlwr pnaperty of ,Isok iA t11e Oslc Mlc and " net be copied or rrpralreed without ft previous w *ten oenwnt. dates RELEASE: AUG. 5 2002 P.M.(JB ONLY: 05 12-31-02 PERMIT: 1/12204 CONSTRUCTION!: revisions 0 HMTM OT. Irv. 210104 CJ OMINTER REND 2,/12/04 d D oo (4 z LLJ bb ~." r � W .0 W= 0 ;04 • V �, oO 0 W Site information R ECEI V E D W TYPE: CONVERSION '!'RY (�F TI 1KYV11 A f : JB 0: 8365 PEwAT CENTER ADDRESS: 4 1; r „�,� 3742 S. 144TH STREET ChwloRok N.C. 2=7. ( t�,o� TUKWLA, WA �'� �� JW '90, il DRAWN BY. . NN SH °" SEE SHEET 4090 (H1.1) FOR SHEET 2 OF 2 KITCHEN N r X r awl" BOX FOR DUPLEX RECEPTACLES 10.125' X 10.125 E XH10r XT VAT FE'iDT PRO VY 1 1/4' GAS LINE CONMIECTION (S) a =TI0 WA Y MARSHALL 2.5 3 X26` OOLlAR TV. (2) 0 FIELD LOCATE AND CUT IN TOP BY INSTALI.M. POS CHASE OPENING J NNCTIO N BOIL FOR TIMER RECEPTACLES. 24 wIRE LEADS IN imcTIoN eox W NCTi0N BOX FOR HOOD LIGHTS 6' LE'J1 IMR�ES NINCTION SUPPL X TM • HANG0 BRACKETS FACTORY WELDED 11:r EMT CONDUIT FACTORY MELDED TO NOW TOP FOR CONNECTION OF FIRE SYSTEM DETECTOR LINE. EMMOISED !LACK / 19 4. 50C 37. STACK COM HEIGHT BAS'E'D ON 7' - CEI.MNI STACK COMER AN01 TO HOOD TOP. INSTALLER TO 3/V BP COUPLING AocESS PANEL WVER SECURE TO ROOF STRUCTURE. FACTORY MELDED TO HOOD TOP. G&OW no COMMECTION OF FIRE SYSTEM PIPING. OEM ft 5 "' • v v `%* 1 TOP VIEW FIRE -RATED CHAN BY MM (4) 16 X 1 I J CHASE Tn STOP AT POINT OF MM PENETRATION ! ADJUSTABLE FILTER SPACER PER 4-7 1994 '` °°rn°" OR u TER, ( MOOD EXPLODED ASSEMBLY VIEW 40-1ft SEC �wit pE 42.000" 10N 1 4" PIPE l 5 .j STN STEEL ' f L r STACK COVER �.' OFFSET BY OTTERS 7.625" ! 1 L 1 C f HOOD PROFILE TYPICAL 4EF T AND RIGHT Ses L t ENCLOSED MUA PLENUM 1 1 TIMER EMCL.OfiURE FACTORY 6 ' 4k SUPPLY PI,E•NUMI IS SEPMTE INSTALLED N HOOD. SEE 1 LONER LIP F ROM HOOD. CONTINUOUSL AD ` ( ENCLOSURE DETAIL (1) 20A � ,� � 4.500 � CIRWT REQU1AED ` 7 1 1/4' OU BIP ROUTED � < 16.000 1 O6 i ow INSIDE BAMAI1 I 1 Irl 01E UY G� MAKE UP AIR DISCHARGE ! r l HOOD SECURED TO BAC MMI 1.00or 1 , TV. elaTH SBES. AT FLAINK�ES 17.000" �, 71.000" 1/4"' GAS PIPE 16 (2) WA DUPLEX REaEF �` 5' -11 } (5 -20R) FACTORY wt:m► TO TOP cI+ OF H OOD TO r X r Al 1ION tton /yy� FRYER ��y� ��p ��p � BOx .aV.000" 011 . MAKE Vr ANR VV WW TO CL?ITER OF 1 � 2 BAacwAU. t' FN•SI1ED 1 1/4 DIA BP ELBOIM RECEPTACLES ! t FLOOR �►r�`r r � ��� ^ %r•► fir► r /" r ON •. _ ,� _ wo � �. SIDE VIED HOOD 02 - FRYER HOOD FACTORY VNRING TIMER ENCLOSURE L 4 X .UNCTION BOX FOR �1) ► GM 4" .0 RECEP'TACLE WRING HOOD T0P `- -GREASE -70ff, COM1Nr000S 11IELD J 314• CONDUIT TO POS CHASE -- ,, HOOD TOP. VAt9Y DUPLEX INSTALLED me WISED IN TIMER 0.75Cr ENCLOSURE 6.000 1 • 7 r 2.250" 3.0( 0.500" 1.438" � L2 �0 FOR V250r c OFF TIMERS AND a0oo' 1.9,W BUMP' BAR 5.000 29.875" MMER ENCLOSURE DETAIL 11. BOTH EXHAUST HOODS ARE ETL LISTED TO CONFOMM 70 UL 710 SPECS N ADDITION TO CERTFYING ADEQUATE EXHAUST LEVELS, UL ALSO ® CERTIFIES COMPLIANCE WITH NFPA 96 CONSTRUCTION EI Q U - 1 GENTS: THE HOOD IS LISTED AT 170 CFM N S PER FWT OF HOOD MM�lJM1. MARSHALL ETL REPORT MO. 552648 HOOD 1 IS MODEL GA- 092 -ILIA -1 HOOD 2 IS MODEL GA- 068 -MUA -1 7.250" E)MMST CFM CALCULATIONS CM CALCUL.A110N BASED UPON 170 CFM MIN. PER LINEAL FT OF HOOD 5.7 LINEAL FT. OF HOOD X 170 CFM 969 MINIMUM EX IAUST CFM ACTUAL FAN CFM = 1,310 VENTILATION SYSTEM INFORMATION DESCRIPTION • 07 • H.P. 1 CONDUIT �M III AN II�IGFIT OONNdFECT10N STAG( VELOCITY FACE VELOCITY • 2.250" 3.0( 0.500" 1.438" � L2 �0 FOR V250r c OFF TIMERS AND a0oo' 1.9,W BUMP' BAR 5.000 29.875" MMER ENCLOSURE DETAIL 11. BOTH EXHAUST HOODS ARE ETL LISTED TO CONFOMM 70 UL 710 SPECS N ADDITION TO CERTFYING ADEQUATE EXHAUST LEVELS, UL ALSO ® CERTIFIES COMPLIANCE WITH NFPA 96 CONSTRUCTION EI Q U - 1 GENTS: THE HOOD IS LISTED AT 170 CFM N S PER FWT OF HOOD MM�lJM1. MARSHALL ETL REPORT MO. 552648 HOOD 1 IS MODEL GA- 092 -ILIA -1 HOOD 2 IS MODEL GA- 068 -MUA -1 7.250" E)MMST CFM CALCULATIONS CM CALCUL.A110N BASED UPON 170 CFM MIN. PER LINEAL FT OF HOOD 5.7 LINEAL FT. OF HOOD X 170 CFM 969 MINIMUM EX IAUST CFM ACTUAL FAN CFM = 1,310 VENTILATION SYSTEM INFORMATION DESCRIPTION EXHAUS MAKEUP FAN MODEL NUMBER H.P. VOLTS AN II�IGFIT OONNdFECT10N STAG( VELOCITY FACE VELOCITY S.P. FLOOD MINT HOOD #1 92" LOW PROFILE EXHAUST HOOD 1885 755 * * * * *12" X 12" 1885 FPM 248 FPM .4 525 LBS. HOOD 02 68" LOW PROFILE EXHAUST HOOD 1310 525 ' * * # $10" X 10" 1887 FPM 218 FPM .4 460 LB& TOTAL 3195 1280 * BY OTHERS OE•CMR LM NO IL pt UM K UM w ai'w„Y uE 10 "M Io CMPUM FACIM am nor aF noon pp .� ON IIINC um w ' � um REMOTE PULL CABLE UK 1 1 MECHANICAL - 0 _ INS Mw Go L/E 6=7M ETON MIO.1 10 go" ELECTRICAL CIRCUIT TO M1pSOSNI iC}I 3Ar wfty WE'* M% TO SHUNT ww DEVICE/FAN MIERLOCK W FRYER "000 W GRIM HOOD ANSUL FIRE PROTECTION SYSTEM (WET LIQUID, ,SYSTEM) ANSUL FIRE SYSTEM COMPONENTS ARE OPTIONAL BY MARSHALL. WIL ANSUL VIET CHEMICAL SYM 3 GALLON CIA= IN ANSIUL AUTOMAN MOUNM TO HILL. .wi�e "�u mot rRrot Fltrot FIM ass ass a,Ir ur HOOD FIRE rKuTECTION PIPING DETAIL HOODS ARE PREPPED FROM FACTORY WITH NOZZLES REV DATE DESCRIPTIMI P.W. MARSHALL AIR SYSTEMS, INC. ' V- w-SOOe , , OFT w " SHEET 2 OF 2 EXH SYS, JACK IN THE BOX FRYER HOOD HOW DETAILS, FIRE PROTECTION SYSTEM NSTALLAMN DWG AMY 4 01 699 1 MIAMI • C C:IEV OE►A►RTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 Q 1 M Jodi in the Box Inc. Thom dnowbW and epwdllootiona Orr vw +row y a ,Mdc b tiw e" w Old obd net be oepMd or rWedirord wkhwt 1M previous written owwwL dates RELEASE: AUG. 5.2002 P.M.(JB ONLY: 12 -31 -02 POW: 11121 elo: T10H' revisions p HM7H DEPT. REV. 2!03/04 Oft OMArER RE�ASIOHS ?,/12/04 Q a o ' � a w i g C.� 9 a 06Z M �W W= 0 P 14 [� 00 site information MK TYPE: CONVERSION ,AB it 8365 ADDRESS: 3742 S. 144TH STREET TUK WI LA, WA DRAM BY: JW NN, S H ALE: AS NOTED KITCHEN FRYER HOOD ■ l f .1.�tv. .,,l. y .M. .v..N. +.... n' - .�;.�.... A��. -F�... .,. r.- .- ......nr . - .rw4.. .. +1 ► ... y y... .:...ell..•r.MN.F.�r�....r..1r '- If'ASe. ..,. ... .: ir..:4rwr.w...... a. . - . � � _ .. �r.. -.. ., .. �. .. ... - ...rr�.... -.... r .. � -.r ....... wre.. � w +� w ..�.. �._�wr . .w..�wr. w +ww•.w aw.- .......w�.r �• wl....+.�.rr....+,. .. ., .w. «. sww..Vr.'•..+M w '.�...w► ... ...�.+...'wi/P'4/. �.r!!►.".��V 1 ��...w.T- �.....w.. .. _. �I HOOD HANGING DETAIL 010-24 X .5 STN STEEL SCREW USED TO SECURE HOOD WE MANUP AIR �M� TYP. BOTH SIDES. NO 1. HOOD CONSTRUCTION AND DESIGN MEETS UNIFORM MECHANICAL CODE, SBCCI, BOCA, ICBO AND NFPA CONSTRUCTION REQUIREMENTS 2. HOOD IS NSF AND UL -710 LISTED. HOOD MODEL GA. ETL REPORT NO. 552648 3. HOOD IS CONSTRUCTED OF 18GA. 300 SERIES STAINLESS STEEL MINIMUM. SEALS HAVE CONTINUOUS, LIQUID - TIGHT, EXTERNAL WELD WHERE REQUIRED PER NFPA 96. 4. EXHAUST CFM MINIMUM IS CALCULATED USING 170 CFM PER LINEAR FT OF EXHAUST HOOD PER UL LISTING. 5. ALL INSTALLATION WORK IS TO BE PERFORMED BY QUALIFIED PERSONS AND IN ACCORDANCE WITH STATE AND LOCAL BUILDING CODE REQUIREMENTS. 6. THE INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA -96, REMOVAL OF SMOKE AND GREASE -LADEN VAPORS FROM COMMERCIAL COOKING EQUIPMENT. 7. MATERIAL HOOD GREASE FILTERS: GREASE FILTERS ARE CAVE OF THE FOLLOYIANG TYPES: (A) FLAME GARD, INC., STAINLESS STEEL TYPE III UL CLASSIFIED FILE # R 6593 (B) KASON INC., STAINLESS STEEL UL CLASSIFIED FILE # R 13192 8, HOOD IS PRE -PIPED FOR ANSUL WET CHEMICAL FIRE SYSTEM. 9! ALL SUPPLY DUCTWORK AND TRANSITIONS ARE TO BE PROVIDED BY THE HVAC CONTRACTOR. 10. CLEARANCE FROM STACKS TO COMBUSTIBLE MATERIAL SHALL BE PER APPLICABLE BUILDING CODES. 11. FOR PROPER OPERATION OF HOOD SYSTEM, IT IS THE GENERAL CONTRACTOR'S/HVAC CONTRACTOR'S RESPONSIBILITY TO HAVE HOOD TESTED AND BALANCED TO ENSURE THAT THE EXHAUST CFM LEVEL AND MAKE UP AIR CFM LEVEL ARE AT PROPER SETTINGS. IT IS ALSO RECOMMENDED THAT A COMPLETE HVAC AIR BALANCE IS PERFORMED. 12. PER THE UL710 LISTING, 2" OF OVERHANG IS REQUIRED FROM THE HOOD SIDES AND THE COOKING SURFACE. SEE K= SHEETS FOR LOCATIONS LOCATE ADJACENT 70 wwX -INS 6 GALLON ANSUL SYS101 FOR BOTH HOODS VERY LOCATION N FIELD I wooer - ,. 5 �- 92.000 T-L1• -w- - 1 111" MECH. GAS VALVE: PROVIDED BY NA& INSTALLED BY _j PLUMBING Cam GAS PIPING BY PLUME. CON1R- KITCHEN PLAN VIEW STANDARD EQUIPMENT LAYOUT SHOWN REVERSE EQUIPMENT LAYOUT OPPOSITE SHOWN Lj 3/8' PPE 030• NAN ML FILL SiATIAI IACAIR 45 1D 5 FT ISO I F1130I or Eau= HOB 10 ROOF` ABOW SEE Duo 6/9&0 All THREAD BY 01111HERS HAMIM BRACKET FAI 1B]M TO HOOD TW . .Xz• EXHAUST COLLAR • • 1 " •• 1 • • •• 1 1 •• plik MIAMI - ones fir IT MIAMI �, r 1 • • 1 ' , ' , MIA �,,,,,, �i ' 1 ` 1 MIAMI 1111: 14 IFIN ONE MIAMI ����men . „ . 1 IF ,. , r IN oile oil . MIAMI I u SIMON 6fiRim 101111K41M ••1 D 111�E11 IN ANION go M F& Fj MIAMI w"s) U 0 MINE Ll IN memo a .. ► 1 • ] 1 « :CA I; A V 11 pzl�0:0' I gill NOISOME E I I I I I Ll •/ 1 - 1161 • 7 1 1 hl 1 1 1 + F*140 E PULL FOR 001H HOODS 5'-0 A.F.F. BELOW ANSUL TANK FIRE EX704GU SM (40 B.C.) BY .TACK IN THE BOX, M FRYER HOOD � r - I► MARK 8E BUILDING 1I =N M 9e p "o ty of Wr*oN Air 9ys/elrre, Mw•, aM amid n cw ildu p id all prop.., hlornloRion d Mwdwo Air %sto IR IPL W& Ora bi ie provwed to on mebin an km awy for p - ppeoes of nlMrrlriw; boale rse •1/ /ar r11�1�IMAOM pf IM1M OINI�.bO ip1p 1 of Mrrdod Air Spkno be, Gad for no por. Ab *wAq " rot M rWadiaK kwe4 dliliposed alt or o•iw.we dedned to any 1Aird pert% o1Mer r h aft or bid se" swW in co, at M atwould pwpo@M and Od M ftanod to Mod NI Air Splam hC, upon r+e,rwl TI1e mWo sooepionoe of Oft *wAq 11101 be brad tar aW4lBrlr w*rwa aaill and aW�rlwt b M 11err�h6 Iowa �'� EFE�jKWII 4 PEP MT CElyMfi Mad At System W. 419 Peach Draw SwM1 CAa�rr *o M.C. 25217 (70 r�F A'�q ,gyp �'�i/ /r l c r p 0� A ND STANDARD EQPT• SEE SHEET 40 M (N1.0) FOR SHM 1 �2 INE 11EIlSE EWT. SEE SST 401700 FOR 9EET 1 OF 2 (4) 230 W=0 1 F—_ U.D . - UnLffY i ION SCH EDULE POWER: SEATTLE CITY LIGHT CONTACT: TON 6RAVELL (206) 396 -1672 TELE.: MOT CONTACT: K01 STONER ( 206) 345-3399 CA13 E• w +. w CON1`ACT: Em alwor 110N OF MIk7gC of m BY VnL Co FEMAFAM ALL TRENNNG AID BACK FILLING X ► PER UTILI CO. SPECIFICAT PRIMARY COOUIT x IPRIMAR CABLES x VAULT x EXISTINN6 UTILITY TRANSF0110 x 20BY/M, 3PK 411 PRIMARY CONNECTIONS AT TRANSF A X f SECT OARII' CON NECTIONS AT TRANSFER X 6ROlAD AT TRAMMM WALT PER UTILITY SPEC ' NA SE(:IMDARY CONDUI X SEE RISER DIAWM SHEET "Et .0" i CABLES X SEE RISER DIAM SIfET 11 .0 CT ENCLOSU AND CT LANDING LUGS X - NFFENT TRAWW MERS FURNISHED E x it CUNT TRAN7014MERS INSTALLED NETS �M E UTILITY NM x ` X x PER UTILITY CO. SPECIFICAT CT TO DETER BASE YIRD46 X TI KING AND BACKFILLIID ON PIDLIC PROPERTY X TFII10 AND BACKF'ILLIID ON PRIVATE PIDPERTY X FIELD VERIFY EXISTDO FIELD VERIFY EXISTING TREPN K SERVICE CMIT(S) X ! FIELD VERIFY EXISTINS TELEPIE SERVIC CABLES X FIELD VERIFY EXISTIIO CAME T8240 M TIXHIID AND BACKFILLIID ON RILIC PI ERTY WA TIEKHIID AND BWTILLIID ON PRIVATE PI 'ERTY WA ' c TELEVISIO+I SERVICE CpDUIT(S) I MIA TELEVISION SERVICE CAMS Nf A NOTE: VERIFY THE ABOVE SCHEDULE WITH UTILITY COMPANY PRIOR TO BIDDING. ELECTRICAL SITE NOTES (D vatIFr EosnNC hLEw+a+E SERVICE AND INSTALL 2' caaHr WITH P WIRE FOR 25 Pa. PHONE CABLES IF NECESSARY. ALL TELEPHONE CABLES INTERIOR AND EXTERIOR SHALL BE PROVED BY TELEPHONE COMPANY. 2 24" X 24" TELEPHONE BACKBOARD IN IMORKSTAMON. SEE E2.0, NOTE #17. 3 ELECTRICAL CONTRACTOR SHALL VERIFY LOCATION OF POINT OF SUPPLY OF TELEPHONE SERVICE. 4 NEW PAY PRONE - ADCO 115 -BF -U. I 11 16 n 17 Wp (� r f Of k E aG�E f � t � rj 111 8 t Jim I SLUM My 20 LSW WALL 13 II r_ 16 +~ �. sL P r: r /f i r r .r Y SOU TH 1 44T H h r f! i �f r:l � r; r; r r f ; �c> t� r! rf ! Jr 4 0.801' O REMOVE EXISTING TELEPHONE CABLE LOCATED UNDER EAVE INSTALL NEW 1' CONDUIT INSIDE BUILDING FROM TELEPHONE BACKBOARD AND TIE INTO E)OS11NG TELEPHONE. MAKE ALL CONNECTIONS NECESSARY FOR OPERABLE PHONE SY51EM. REfEIt li0 E2.0. SEE ALSO SHEET SD1.0 FOR AOD11qNAL NIFaRMA710f1. O 3/4' CONDUIT ONLY WITH PULL WIRE FOR COYANINICA710NS LINE TO CASHIER & PICK UP MINNOWS. SEE 91EET 5021 FOR ALL REQUIRED CONDUITS AIID CABLES. O 7 CIRCUIT C - 33, (3) /12 AMIG MARES FOR GFp RECEPTACLE 8 REFER TO 1 /S4.0 FOR TRENCHING DETAIL AND TO 2/S4.0 FOR LINES THROUGH BUILDING F007M M SITE CONDUIT HOMERUNS SHALL 'BUNDLED' TOGlETHER IN GROUPS OF 3 OR 4 TFIMGH EACH SLEEVE TO MINIMIZE PENETRATIONS. 9 FCC REGISTRATION FOR MODEM IS 24K- E125574- 14487 -DM -E. RINGER EQUIVALENCY 0.& Flan VERIFY Loc.AnoN OF Ebsm+c sECONawrtr oaHOtHr& INTERCEPT cO+oUIis �o AND REROUTE INTO NEW EXTERIOR SERVICE. SEE wsEa DIAGRAM ON sir El FOR CONDUIT AND FEEDER SIZES. it SITE UGH75 AND SKIS SHALL BE WIRED AS gtCUIiED TO MATCH CIRCUITRY AND CONTROLS FOR 11GH11NG OONTACTORS, PHOTOCELLS, AND TIME CLOCK(S) SEE SIfET E5.0 FOR WIRING DETAILS. ,s ELECTRIC METER AND cr oawuRnMarT PER unun sTN+oARus. 13 ALL UTIUTIES SHALL BE BURIED AT A MINIM DEPTH OF 24" BELOW GRADE UNLESS OTHERWISE INDICATED. 14 RUN TO CIRCUIT A -2, 3 #10 3/4"C. (MENU /SPEAKER BOARDS) a RUN TO CIRCUIT A- 38,40, 3 #10, 3/4" C. (STREET SIGN) s RUN TO CIRCUIT A -12, 3 #10, 3 14"C. (DRIVE THROUGH SIGNS) a RUN TO CIRCUIT C- 30,32, 3 #10, 3/4 7 C. (SITE LIGHTING) 18 RUN TO CIRCUIT C-34,36,3 #10, 3 /rC. (SITE LIGHTING) 19 OE1ECTgt LOOP 3/4' GOIiDIHT AT Plq( UP WINDOW. SEE SHEET SD2.1 DETAIL /10 FOR DETAILS. 20 DETECTOR LOOP. SEE SHEET SD2.1 DETAIL #17. ELECTRICAL SITE PLAN SCALE: 1" = 16' GENERAL SITE NOTES 1) DEFER TO SHEET SD2.1 FOR DETAILS OF MENU BOARD, SPEAKER BOARD, AND SITE LIGHTING. RECEWE) rr ry n r - n WMI A PEFMrMT CFNTIEq SEPARATE PERMIT AND APPROVAL REQUIRED 0 • rr I+ ,W OnARTMmT 9330 89" AVENUE SAN DIEGO, CA 92123 m 1999 Jock in the Box Inc. 7h. di umbi wW issomllosUms md dwO rct M copied a rw**Aod Mll�eut Ib p�rMo�w �wItfon coamt dates RELEASE' AUG. 5, 2002 P.M.(A ONLYk 05 12-31-02 PERIrMT.- 1 /12/04 W. CONSTRUCTION: revision a a a a a w y U • M �W fa Lu M� 0 40 ra 0 r e 1 0 04 .E. A PROD. No.: 23098 site information W TYPE: CONVERSION .AB it 8365 ADDRESS: 3742 S. 144TH STREET TUKNALA WA DRArMN BY: JW, NN, SH SOLE= AS NOTED CmAl WE ES1 I I � 1 p ,,,r,,. It ELE SE541 O-DWH& 100W MH f 1 t E 1 1 1 1 1 V E S Fl i m S87"35 184 ,.. F 21 4 Z3 13 Z3 3 2.4 ZS 1.9 1.3 1.2 1.5 �? .9 ZO 1.6 1.e 1.6 1.6 1.d _ Z6 3.6 3.1 3.2 346 Z6 1.9 1.2 1.1 1.5 Z4 Z7 Z 6 Z5 2.6 Z2 6 1 Z0 1 349 40 Z 1. 1 .19 1.4 2.5 3` 3.2 3.6 3.3 1 2.9 1 3. 4.0 4.1 2. 1. 1 1.0 1.2 Z1 4.1 344 1.9 �w Oman .... .,� sv a 9 5 342 ~ Z 1 .�!.^ - 8E=CO = 2.4 KFC � Z9 1 1.9 1.9 1 24 Z r A 1.6 1 1.7 Z o 21 0 to / :t 1 ` 1. 1.6 .6 1.8 1.1 1.6 20 2.2 � 1.9 2,o 1 .9 m � 1 1.1 1.2 1.3 1.6 1.2 . 1.6 1.6 1. / r S2 0.7 CLO 1.1 JA 1 1.4 y 2 r 0.4 0.5 066 0.9 0.9 1.2 1.5 1.4 1.6 1.3 1.4 1.0 W a7 a9 1.0 1.0 1.0 1.0 N873b'07`'NI 8�� •� r SO UTH 144TH ST. 0 Q v s� c QQ N69'52 ' ' TNjo a ^ r t PERPAT CENTER - UDEPARTMENTU 1330 DMA AVM SAN KK CA !2123 e lm Jo a b to Ba Inc. WON* *ow" WW ro.o"kotims arm w« ova" y a deck In taw soy rK wW rim wA bm oopW or reproduce u WMA k. orw 9 Wft# n OW48ML 12/7/42 OW dOt�b RELEASE: AUG. 5, 2002 P.M.(JB ONLYk 05 12-31-02 PERIrMT.. _1/14 04 era: Z27� COISIRUCWt 3 15 04 n Fill n n n RAW 040 a 2 V c6Z � WV �W W oC ad site invuFffm ion IAA( TYPE CONVERSION A # 8365 3742 S. 144TH STREET N TUKNALA. WA SITE PHOTOMETRIC PLA MAIM B , , NORTH SRE SEPARATE PHOTOM PERMIT AND PLAN A PPROVAL '� `OUIRED ESI ml .,,`,. 14 "VPR1499 -MBK" 1� CURRENT TRANSFORMER COMPARTMENT do DETER SOCKET PER LOCAL UTILITY CO. STANDARDS MAIN SWITCHBOARD "MS6" 'r'E: 4D _-- -- -_ __— - (NEMA 3R) 1 2 3 4 5 8 9 NEUTRAL BUS IN MSB ISOLATED GND. BUS IN MSB GROUND BUS IN MSB 120 208V 30 -4W - 600A BUS 1/0 BARE COPPER GND 1 2 3 A- 4 5 CONDUCTOR IN 1 C. (TYP.) 2M 22& im J. _w HACR HACR O(TYP. PARALLEL (2 ) RUNS OF (4) 350 BRKR. BRKR. MCM CU. USE CONDUCTORS IN 4" CONDUIT. 11 SEE SITE PLAN ES1.0 0 0 COLD WATER PIPE BOND 1 �C3 HOT WATER PIPE BOND--\ N U U GAS PIPE BOND p ,. ) r PNL PNL PNL `�' `✓ GROUNDING CONDUCTOR •A" "B" "C" SEE DETAIL SHEET E5.0 10 10 10 "AC --1" "AC -2" NOTES: (SINGLE LINE DIAGRAM ONLY) 45.6A 53.9A D 0 0 0 0 0 0 0 ,a E.C. SHALL VERIFY AVAILABLE FAULT CURRENT W/ LOCAL ELECTRIC UTILITY COMPANY. ALL BRANCH FEEDER BREAKERS SHALL HAVE AN INTERRUPTING CAPACITY EQUAL TO OR GREATER THAN THE AVAILABLE UTILITY FAULT CURRENT. MAIN BREAKER AND SUB FEED BREAKERS SHALL BE SERIES RATED FOR 65,000 AMPS(MIN) INTERRUPTING CURRENT (SYMMETRICAL). PROVIDE IDENTIFICATION LABELING FOR ALL SERIES RATED EQUIPMENT AS REQUIRED IN NEC 110 -22 do 240 --86. ALL FEEDERS SHALL BE THW OR THWN COPPER, UNLESS OTHERWISE NOTED. E.C. SHALL USE SQUARE D "SPEEDEE" NEMA 3R SWITCHBOARD. SUPPLIED BY OWNER INSTALLED BY ELECTRICAL CONTRACTOR. E.C. SHALL VERIFY HVAC FUSES/lBREAKERS W/ MECHANICAL CONTRACTOR. ELECTRICAL SIMTCHBOARD, SUB PANELS AND CIRCUIT BREAKERS WILL BE PROVIDED BY OWNER AND INSTALLED BY E.C. ANNOTATE ALL PERTINENT ELECTRICAL DATA ON SCHEDULE LOCATED INSIDE OF PANEL DOOR. INCLUDE VOLTAGE, PHASE, MAIN CIRCUIT BREAKER SIZE (AMPS), AVAILABLE FAULT CURRENT RATING, DESCRIPTION OF LOADS AND RELATED LOADS IN WATTS. PROVIDE 1/2 HIGH LETTERS ON ALL PANEL NAMEPLATES PER SPECIFICATIONS, SHEET SP5.0, SECTION 14.0. PANELBOARDS SHALL BE U.L. LISTED AND CERTIFIED SERIES RATED WITH UPSTREAM BREAKERS. PROVIDE IDENTIFICATION LABELING FOR ALL SERIES RATED EQUIPMENT AS REQUIRED IN NEC 110 -22 do 240 -86. PROVIDE 2 SETS OF 4 1350 kcmil CU. IN 4" CONDUIT EACH. OVERCURRENT DEVICES CIRCUIT BREAKER NUMBER OF POLES 3 TRIP (AMPERES) ** FRAME (AMPERES) 100 4 '"NA" INDICATES NON-- AUTOMATIC C "50" INDICATES TRIP OR FUSE SIZE I SINGLE LINE DIAGRAM NOTES � SEE PANEL SCHEDULES ON SHEET E8 r �,► 0— "%J d" _ `I =go ♦I 0"u, `,'- %% �,,• loft N ' •.= 1 ♦ "'w a" N/ .� _ 4f ' 00p all* `", dw. ` r� r r I r r Nb 1 r 1 1 1 N t r 1 r 1 r 0 1% r • • W i • I' ELECTRICAL LEGEND Q RECESSED MOUNTED FLUORESCENT LIGHT FIXTURE 14 EQUIPMENT SCHEDULE REFERENCE (REFER TO KITCHEN ORAIMNGS) SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE O4 NOTE REFERENCE PARABOLIC LIGHT FIXTURE OS TEMPERATURE SENSOR PENDANT MOUNTED LIGHT FIXTURE MAGNETIC MOTOR STARTER - NONFUSED DISCONNECT �--� SURFACE MOUNTED FLUORESCENT STRIP LIGHT T — WAIL MOUNTED TELEPHONE OUTLET W/ HOAIERUN 1 TO TELEPHONE BACKWARD RECESSED SOFFIT LIGHT FIXTURE 1110. PAYPHONE RECESSED MOUNTED LIGHT FIXTURE N RECESSED WALL WASH FIXTURE, ARROW INDICATES DIRECTION ISOLATED GROUND FOR POS SYSTEM ONLY LIT EXIT FACE SIDE SIGN, SHADED SIDE INDICATES °� CIRCUIT BREAKER � BATTERY PACK EMERGENCY LIGHT S FUSE POLE MOUNTED SITE LIGHT Q�� FLEXIBLE METAL CONDUIT r - - - -� �- ---' MAIN SIMTCHBOARD (MSB) �A 1 ELECTRICAL HOAIERUN -PANEL "A ". pRGYl1TS 1 dC 3. ANMIMUY CONDUCTOR SIZE, 2./12 CU. AND 1./12 CU. GND IN 1/2" CONDUIT MINUMUY. = FLUSH MOUNTED PANEL BOARD GROUND � SPECIAL CABINET AS INDICATED ON PLANS CONDUIT TERMINATION 3 O TELEPHONE enaceoum o-- CONDUIT TURNED UP JUNCTION BOX, CEILING OR WALL MOUNTED (J -BOX) e-- CONDUIT TURNED DOWN q INDICATES FLUSH MOUNTED BOX FOR ITEM SHOWN CONDUIT CONCEALED IN WALL OR CEILING INDICATES SURFACE MOUNTED BOX FOR ITEM SHOWN — — CONDUIT CONCEALED UNDER FLOOR OR UNDERGROUND DUPLEX NEAIA 5 - 15R RECEPTACLE (POS SYSTEM) WITH ISOLATED GROUND. (USE SINGLE NEIAA L5 -15R RECEPTACLE IN D.T. SPEAKER BOA RD L —S— SOUND SYSTEM CONDUIT ONLY WITH PULL WIRE DUPLEX RECEPTACLE — LV — LOW VOLTAGE WIRING T S SIMPLEX RECEPTACLE +,46 INDICATES MOUNTING HEIGHT ABOVE FINISHED FLOOR TO CENTER OF OUTLET WAD RECEPTACLE MP WEATHERPROOF (3D CEILING MOUNTED RE(EP. NL NIGHTUgiT o SINGLE NEIAA 5 - 15R RECEPTACLE, FLUSH CEILING MOUNTED (POS SYSTEM) W/ISOLATED GROUND E EXISTING • j SPECIAL PURPOSE RECEPTACLE AS INDICATED ON PLANS GFI GROUND FAULT INTERUPTER to SINGLE POLE TOGGLE SWITCH (SWITCH A AMP, AMPERE t3 THREE-WAY TOGGLE SWITCH V VOLT ID DIMMER SNATCH PH a o PHASE IT SWITCH WITH 60 MIN. TIMER CCT CIRCUIT IP SWITCH WITH PILOT LIGHT M WATT s� 1 MANUAL MOTOR STARTER SYMTpi WITH THERMAL OVERLOAD PROTECTION C.O. CONDUIT ONLY (WITH PULL WIRE) �P PULL BOX P. T. RAINTIGHT NEYA 3R ENCLOSURE QT THERMOSTAT ( +48 AT TOP) GC. GENERAL CONTRACTOR �T TRANSFORMER M.G MECHANICAL CONTRACTOR �D DOOR SWITCH. BRYANT /2968 - 120V, 6A E.C. ELECTRICAL CONTRACTOR PUSH BUTTON Al-F. ABOVE FINISHED FLOOR BELL w.i.C, wAuc IN coop eox OR RELAY OR CONTACTOR W.F. wAuc IN FREEZER eox f �(RT) FUSIBLE DISCONNECT SIM1gi. FUSE AS REQ'D BY EQUIPMENT. (RT- EXPOSED TO WEATHER) U.O.N. UNLESS OTHERrMSE NOTED El g j COMBINATION MOTOR STARTER /FUSIBLE DISCONNECT SNITCH KLC, I NA110NAL ELECTRICAL CODE I &\ MOTOR AO UCHTRIG FlXTUfiE PER FlXTURE SCHEDULE -4 �Mwm o ' A I'Ef %1 COWER S EPA Rq TE PERMIT ANO APPROVAL REQUIRED 0 OEP AR T1r1EN T 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jock in the Box Inc. l o w ly &a In ft � wd rAt be *@PW or twpre* d �Mww�t Idi Mwft» w%% w we dates RELEASE: AUG. 5 2002 P.kL(JB OILY}. J5 „ 1 2 - 3 1-02 PELT: 1112/04 W. CONSTRtXlX*k revisions 0 1#x1H DEPT'. XV. 1/k13/b4 ® MIER MUM �/12/b4 o II on rev. wM 0 0 0 1_ a � • w � . g• 06 Z 6� Zoo F� qp W V M �W .� W = " ,.4 Q� 0 tw ra 0 w ewes 8 � o 04 A.E. PRCAI. NO.- 23M site information W TYPE: CONVERSION At 8365 ADDRESS: 3742 S. 144TH STREET TUKWILA, WA DRAB! B Y: JW NK SH SCALE: AS NOTED EUURM& PM 151blelb gm%l&n El 00 . ._ ,.r ..� �,. .. .. . ...��. ... .. - ...... .... .� - ......... «.�...��..�� -... �.�- r.. .�...,�,..,. -� .... v, .- .... ......... ..... �. w.+M...�. wr.«.w.r -.w--... .. ,. «. r�... .+ r.. r.... �wti....+.... rrw..,... w+�.....n�.- ,w��..�......1w.�« .._ ...._ .. -.. ......�.. .....+.....s ..._. • • • ,� F ,W- A • • POWER PLAN KEYNOTES G Refer to the architectural alt mechanical sheets for the location of the grow exhaust fire rated shafts. Shafts shall not be penetrated. Vertical toaster receptacle- NEMA L6 -20R E.C. �J Shake machine recap. - NEMA L15 -20R. E.C. shall provide alt install cord elk cap. (D J-box in attic space above. Mount box an 3/4" C. stub -up furnished by hood supplier. Make 12OV. -1" dia. connections to recaptodes serving hood timers and equipment controls items and make connection to hood lights. Hood will be prewired by hood manufacturer. 3/4'c. for Loop Detector conductors at Pick Up Window. See sheet E7.0. ti: J Provide and install flush 4" sq. J -box for mounting door bell and low voltage transformer (24v/120v). 7 Push button for door bell system. Provide and install 1/2" C. 2 -#14 to door bell J -box. O Vertically mtd. J -Box for temperature sensor at + 60" and in HVAC return duct as indicated. Where Aeon HVAC units are being also used, provi::e J -Box at 54' A.F.F for humidistat. Electrical contractor shall provide and install 1/2" C. with #18 -2 t'stat cable from temp sensor to thermostat in office and rc with #18 -8 t'stat cable from thermostat to HVAC unit (alt PC with #18 -2 t'stat cable from humidistat to HVAC unit). See sheet E5.0 do M sheets. 9� 1 -1/2 empty conduit w ith pull string from Irrigation Controller down underground to 5' -0 outside building for irrigation control wiring. Cap and mark location. 10 4" sq. box with blank coverplate for future 2- position UPS by -pass switch. See POS plan, sheet E6.0. -i1 1'"switeb► r u ed,ovi`, Akrvu Ae-�IF's.•• ~� v ,''` v'"' '`� v , -- �• 410 ,..... •. `i f v 11 Square T Speed 'D" Board - See sheet E1 for details. Cooridinate meter location with Seattle City Light. / %%0.0 %. err .w ... *aft w %ft woo •� 12 Not Used. 13 Uninterruptinle Power Supply (UPS) provided by owner and installed by Electrical Contractor. Refer to POS Sheet E6.0. 14 Provide and install (green /white) isolated ground conductor thru --out with all POS circuits. Connect isolated ground wire to isolated ground bus in MSB. POS circuit conductors splices shall be soldered and wire nutted. AN POS homeruns shall be fed back to Panel "PI See Sht. E6.0. C -17 15 CRT POS duplex recaptode (Hubbell # 0262) In 4' square j- box . Refer to sheet E6.0. 1Q CRT POS single receptacle (Hubbell # 0261) in 4' square } -box. Refer to sheet E6.0. 17 Circle A.W. #24246TCF and #2424111B 24' x 24' x 6 t cabinet with 3/4' plywd. backboard, e ovided by owner, instaW by E.C. j. Cabinet shall be U.L�and installed w/ lower edge at 12' a.f.f. c. shah pr ovide and install gr oundin g wi from building canal and terminate at groan lu (1 -#6 copper in 1 /2'c.). Refer to kitchen elevation& g 1S 3/4" C. only to telephone backboard from 4' x 4' J-box, single gang plaster ring. 19 Alternate location for CT CAN alt meter or floor mounted MSB in lieu of wall mounting location adjacent to roof ladder, and as determined by local requirements. Coordinate with GC to extend WIB pad as necessary. Refer to 8/E5.0 for CT CAN meter installation requirements. 3/4" conduit with pull wire for POS training cable. 4x4 J -Box w/ 3/4" c. to 6" above dg. Q All Walk -In Box refrigeration devices, light fixtures, switches, and receptacles shall be wired by the electricd contractor. 23 3/4" conduit with pull string and protective bushing from single gang mud ring to 6 above 24 Batch toaster receptacle - NEMA type L6 -30R. Q Not used. Security receptacle. 27 t used%• Ne -~ v Electrical Panels. See sheet E1 for details. 1 l ! A ^ rr 2" schedule 40 PVC co mWit with pull sue and protective bushing *am 4' square mud ring to 6' above aocessi le calling or NME tuner Low voltage transformer for doorbell - Edwards /690. Mount above ceiing. (24v/120v). 31 Cut minimum size hole possible for conduit penetration of show wall. Holes shall be cut straight through wall, no angles. No cutting of studs permitted. Coordinate exact location of holes prior to cutting with construction manager. 3Z Coffee machine receptacle - NEMA type L14 -30R. Electrical receptacles behind cooking equipment or in hood shah be capable of being de- energized on activation of hood fire suppression system. We outlets under each hood and cooking equipment to contactors. See detail sheet E5.0. J -boxes for HME intercom system. Refer to sheet E2.1 and sheet E7.0. Panel "POS'- Square -D 006 -12 000DF w/ OM15 breakers, 10, 131H x 9"W Panel provided by owner and installed by E.C. +� Leave 3' of 3/4' On conduit with 4' of #10 conductors for connection to POS UPS. POS duplex receptacle (Hubbell MG5262) in C square j -box. Refer to sheet E6.0. Provide & install 4" octagonal J -boxes in wall for hood fire suppression system pull station. Install 314 C. with end bushings from J -box to 6 above celk4 See dotal sheet E5.0, O N E.C. shall make final connection from coaling j-box to j-box at top of hood for patty staging units. Hood will be prewired by hood manufacturer. 40 3/4 0 c. with pull wire to Drive -lhru Speaker Board for HME communication cable. Refer to sheet ES1.0, 7/E5.0 and sheet E7.0.. 41 2X4 j above ceiling. adjacent to POS 6" chase. Run 3/4 "C. to i-box next to UPS. ELECTRICAL GENERAL NOTES 1. FOR ELECTRICAL STUB -OUTS REFER TO SHEET E2.1. 2. FOR ELECTRICAL SPECIFICATIONS REFER TO SHEET SP5.0. 3. REFER TO SHEET E2.1 FOR LOCATION OF OVERHEAD ELECTRICAL POWER FEEDS FROM PANELS TO KITCHEN, SERVICE, DRIVE -THRU AND DINING. O 2 -1" C. W/PULL WIRES TO SITE PAYPHONES REFER TO ES -1 FOR CONT. IF NOT USE STUB -OUT FOR FUTURE aECEWD PERNT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED III ho"f" NA DEPARTMENT # 9330 BALBOA AVENUE SAN DIEGO, CA 92123 ©1999 Jock in the Box Inc. Thisee *006nas and eelAootl e er+e re the -6 tie 6r M ell s of Mik M aww or e0 1 im led wllMairt Ih prude" ollle Ammot dotes RELEASE: AUG. 5, 2002 PJL(JB ONLY: 05 12 -31 -02 PMAT: 11/12/04 Boo: CONSTRM revisions 0 Kr. rev. 000 me= ® DESM aEVar Im �ilb�lia� CL: 0 i M B 0 6Z y� V Cj N A IAJ V M �W tw ..�. Uj3: r 0 r PO4 4� r M • r•l O twD ra 0 �C W L 8/10 A.E. PRw. No.: site information W TYPE: CONVERSION A # 8365 ADDRESS: 3742 S. 144TH STREET TUKMLA, WA DRAIN BY: JW• M• SH SCALE: Ile = 1 E LECTRICAL POWER PLAN i E2 8 4 Switch shall control window soap reeeptados. a E.C. shah provide and natoN box with Aush cover plate and 3/4' C. for POS circuit Panel 'POS'. Terminate conductors (4 #10 sdid copper) with wire nuts for future use. Refer to Sheet E6.0. a 1' Flexible conduit with pull string from mud ring horizontally to 6' above occenble ceiling for POS cabling. Electrical feed in 3/4 "C. from office i -box to single receptacle (Hubbell PG4710) in 4" sq. J-90X for OCS unit in Drive -Thru Speaker Board. Refer to sheet E6.0. Locate receptacle in lower left hand side of Speaker Board See dotal sheet E6.0. 2' schedule 40 PVC conduit with pull string and protective bushing from mud ring to 6' above accessible ailing for employee time dock. 47 3/4' flexible Condit with pull string from single gang mud ring to 6' above accede ceiling for bump bar cabling. Provide do install ee face plate w/1 /2' knockout alt groomet. Circulation pump, aquostat, and timer provided by plumbing contractor. Toggle switch disconnect and 120v power connections by E.C. U49 2x4 horizontally mtd. j --box w/ 1/2 for thermostat. E.C. shall provide and instal I18-8 t'stat able to respective HVAC units on roof. See sheet E5.0 and M- sheets. Center of 6' block out with double gong mud ring at +83' and single gang mud at +36 51 Receptacle for signage to be mounted flush in ceiling with length of receptacle running parallel with window. 52 2' schedule 40 PVC conduit with pull string and protective bushing from mud ring to 6' above accessible ceiling for security system. 53 Not used. Electric unit heater, Omark JMUH05 -81 or equal, 5 kw. 208V,30 with PIT -2 thermostat, #MPDS -25 power disconnect and PAMB -10 universal waN / ceiling bracket. Mount heater horizontally. Provide heater only in climates with freezing temperatures. Patty Stager switch- Leviton #3032 -PLR (typ. of 3). 56 J-box in attic space above. Make 12OV. -1 phase connection to codex - freezer door heaters do lights. 57 Surface mount j`box for 120V, for connection to heat tape around condensate drain line. Heat tape shall be provided and installed by Electrical Contractor. Protect with GFCI breaker Provide control and /or power supply wires to WIB's from condensing unit on roof in 1/2' C. as per manufacturers requirements - 6 #12 for IMF, 3 112 for WIC. Q AN conduit penetrations into Walk -In Boxes shall be sealed -off per NEC 300.7. 0 J-box at 7 -0" above walk -in floor for liquidtight flex connection to fan coil unit. El a FOR TRAINING COMPUTER TABLE 7 QD POS 7r QD e� 1 0 - 6 0 11 112 1 4" 2'_4" +e� DOOR BE +76' J a +12 1� NOTES: 4"X4"J X W/3/4' QUIT FOR ALARM C� +e4 9" 8" 1'•-2" 0 7 ,Z �� WATM +1 PROVIDE 2" SCH 40 PVC CONDUITS NTH PULL STRINGS - AND PROTECTIVE BUSHINGS AT EACH END, MOUNTED ABOVE CLG MI OPEN WEB OF 11RUSSES FOR POS CABLES (TYP. OF 3) %0 - lIM 160 am 160 = 160 c ELECTRICAL PANEL "P.O.S." CE O 48" A.F.F. o HO • 1 STITCH TELEPHONE BACKBOARD IN ACCESSIBLE PANEL to BOTTOM 0 12" 35 36 (TYP OF 2 118 1 4 72 31 28 11" 6" 1,10" (3) GANG SWITCH FOR PATTY STAGERS UNDER HOOD r A; 6,bj low 40% BATTERY PACK (160 • -3" WALK W 115 GALLEY PREP. tos DRY STORAGE _ M +55' 4 i s 100 - -HVAC TEMP. SENSER 54 ANSUL PULL STATION W" N coop „s TTTTTTVV77 : I 5 '.t I ♦rJ4 "� 1 1' -10 1 v 1 op rl MM Ll 110 O 1 SERVICE f`► HME BASE PICKUP INNDOIN rn 4 Ir 2 " -10" �1a 0i I. W ro SHEET Kao A Kai FOR IOTClEIi EgIIPWT SCHEDULE. 2. C.O. = INMIES 20 AIpS OIF M RECEPTACLE a ALL S"-OUT HEIGHT DIENSIa1S ARE FROM FNM FLOOR TO COIlE11LNE OF OUILET. 4. F� ��QICUING IEiDt TO 0� LEGEND 9- wwi DUPLEX RECEPTACLE e� a+oW FAULT roIC►nMC ouvLEc RE aPrAW � WALL QUADRUPLEX RECEPTACLE � WALL ouwEx REcErTAae. P.as. A C17YG q-MF li'�FPTICIF ( 2 .. ., .,. ,.� ,..... _�.. ,.. >. .. .. .«....... ..„.... .. .ww Y .,.. .».s►. .- .+„w -..... ..., �.. ...+.r.ww.w,.,....,.- (� WALL, dlNCTlt'BI BOX 27 vs C Q CUM SAM 1ON BOX I 0U 71 TRAINING COMPUTER CABLE ° + 73 26 AL TELE. +45" +3r 24 29 M + 72 _ 1 _ M�ICATES M�1IERI IR 9FM WALL LOCATION ac. 118 41 146 EQUp1ENT ITEM NUMBER +W +W 0 `° 76 76 1 Mr +24' 3 1 36 35 CA v 1 op rl MM Ll 110 O 1 SERVICE f`► HME BASE PICKUP INNDOIN rn 4 Ir 2 " -10" �1a 0i I. W ro SHEET Kao A Kai FOR IOTClEIi EgIIPWT SCHEDULE. 2. C.O. = INMIES 20 AIpS OIF M RECEPTACLE a ALL S"-OUT HEIGHT DIENSIa1S ARE FROM FNM FLOOR TO COIlE11LNE OF OUILET. 4. F� ��QICUING IEiDt TO 0� LEGEND 9- wwi DUPLEX RECEPTACLE e� a+oW FAULT roIC►nMC ouvLEc RE aPrAW � WALL QUADRUPLEX RECEPTACLE � WALL ouwEx REcErTAae. P.as. A C17YG q-MF li'�FPTICIF u� O M t0 6" o +48' I _ + O I + • + O I + +1 a N M �QJINTY "C L Ti awn A pET CENTER SEPARATE PERMIT AND APPROVAL R EQUIRED DEPARTM NT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 0 1999 Jack in the Box Inc. WAS* �r+a Aoetlane Novo .INIc so M bw wr M sepw w pip Wme wlVwA lb Ired� IwMm e p I dates RELEASE: AUG. 5, 2002 PJL(JB OWO 05 12-31-02 PERIrMT: 1 /12(04 0: CONSTRUCTI(ft revisions 0 HMTH KK rev. ® ONI�R RElASIONS ® o�IsN mar Irv. �o�/b4 1 A • C) Lf • 1� V � � w U � V M W W= � � V .,.., W OC (p W alb U) 0 U. Q Q ra 41!4w Imm 8/ A.E. PROJ. NO.: 23096 site information W TYPE: CONVERSION A g 8365 ADDRESS: 3742 S. 144TH STREET TuKwIL.A, WA WAWN BY: JW, NN, SH SCALE: lit =_t' WCH siv .. ., .,. ,.� ,..... _�.. ,.. >. .. .. .«....... ..„.... .. .ww Y .,.. .».s►. .- .+„w -..... ..., �.. ...+.r.ww.w,.,....,.- Q)- WALL, dlNCTlt'BI BOX Q CUM SAM 1ON BOX w. 0U TRAINING COMPUTER CABLE 40,*. ELECTRICAL S►WTW • / FOR 7' AL TELE. +45" RED D190oN�ECT M _ _ M�ICATES M�1IERI IR 9FM WALL LOCATION 146 EQUp1ENT ITEM NUMBER +W +W J 76 `° 76 76 CO CONY NIEN11 OWLET +W SECURI 76 SECURITY TS + 76 +4 CO "+4r ATION iO CO +4r +41lr+� +4Y _ 179 180 ah " +54 117 u� O M t0 6" o +48' I _ + O I + • + O I + +1 a N M �QJINTY "C L Ti awn A pET CENTER SEPARATE PERMIT AND APPROVAL R EQUIRED DEPARTM NT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 0 1999 Jack in the Box Inc. WAS* �r+a Aoetlane Novo .INIc so M bw wr M sepw w pip Wme wlVwA lb Ired� IwMm e p I dates RELEASE: AUG. 5, 2002 PJL(JB OWO 05 12-31-02 PERIrMT: 1 /12(04 0: CONSTRUCTI(ft revisions 0 HMTH KK rev. ® ONI�R RElASIONS ® o�IsN mar Irv. �o�/b4 1 A • C) Lf • 1� V � � w U � V M W W= � � V .,.., W OC (p W alb U) 0 U. Q Q ra 41!4w Imm 8/ A.E. PROJ. NO.: 23096 site information W TYPE: CONVERSION A g 8365 ADDRESS: 3742 S. 144TH STREET TuKwIL.A, WA WAWN BY: JW, NN, SH SCALE: lit =_t' WCH siv 6" 118 SECURITY MONITOR HME BASE R 2" PVC FROM 6" ABOVE CEILING TO +28" VATH 4 X 4 MUD RING .. ., .,. ,.� ,..... _�.. ,.. >. .. .. .«....... ..„.... .. .ww Y .,.. .».s►. .- .+„w -..... ..., �.. ...+.r.ww.w,.,....,.- w...,+..�r w..w..ww.�+..+«w ...,. �.. ,... - --.^ ..n��..w"..^r..+��...+.... ...- ... w�.....r..,..�.......,._,. w. • M 6" 118 SECURITY MONITOR HME BASE R 2" PVC FROM 6" ABOVE CEILING TO +28" VATH 4 X 4 MUD RING • 9 i • ELECTRICAL LIGHTING PLAN KEYNOTES O 1 MOUNT SNATCHES UNDER ONE COVER PLATE AND PROVIDE ENGRAVED 12 REFER TO ARCHIiECTURAI AND MECHANICAL SHEETS FOR LOCATION OF MfR. AND CAT. NO. IDENTIFICATION FOR EACH SWITCH. FLUORESCENT 2' x 4' RECESSED LIGHTING GREASE EXHAUST FIRE RATED SHAFT. SHAFT SHALL NOT BE PENETRATED. (D CONNECT TO EXHAUST FAN EF -3. SEE RESIROOY EXHAUST FAN SWITCHING DETAIL SHEET E5.0. 13 TO 20A -1P SWITCH FOR LIGHTING CONTROL. LIGHTS SHALL BE HIRED ALTERNATELY AS MIOICAIED, 3� NIGHT LIGHTS WILL BE SUPPLIED WITH EMERGENCY BACK-UP BATTERIES ACRYLIC PRISMATIC PATTERN .125' LENS FAISHED FURNISHED BY 000 AND AND BALLASTS. 14 RUN ABObE- CEILING CONDUITS WITHIN TRUSS OPEN MOB. 4O INSTALL LENS UPSIDE DOWN FOR FIXTURES MI KITCHEN AREA. LENS 15 PROVIDE DOOR ,1A11g SWITCH, LEVITpO /1885 OR APPROVED EQUAL. OAYBRIIE 2DPG432-F521 -1/4 EB- SHALL BE SHATTERPROOF PER HEALTH DEPARTMENT REQUIREMENTS. FlXIURE WITH FLUSH STEEL FRAME i8/TL 741 O PANEL A' 225 A. 120/208V.,3i -4W 16 MOUNT FIXTURE ON WALL AT 7' -6' A.F.F. O PANEL 'B' 225 A. 120/208V..30-4W » (2) LAPP FIXTURE FRONDED AND INSTALLED BY BOX MANUFACTURER. 7O PANEL 'C' 125 A. 120 /208V.,30-4W 18 EXTERIOR LIGHT FlXIURE PROWDED, INSTALLED AND MMtEU BY WALK -MI DA`fBRllE OMN232 -120 -1/2EB-1 O LIGHTING FIXTURE YA1H ACRYLIC PRISMATIC BOX MANUFACTURER. O 8 ELECTRICAL CONTRACTOR SHALL POSITION PENDANT LAMPS OVER TABLE TOPS. SUSPEND LAMPS AT W-6' A.F.F. REFER TO SHEETS A2.0 AND D1.0. �9 CENTER FIXTURE UNDER OVERHEAD CABINET. O 9 MIRE CIRCUIT 1HRU LMF1iMIG CONTACTOR AND OR TIME CLOCK. SEE O SEE ARCHITECT FOR EXACT MOUNTING HEIGHT. �i DETAILS SHEET E5.0 21 MOUNT LIGHTING CONTACTORS ABOVE CEILING. 10 LIGHT SNATCHES SHALL BE MOUNTED AT 48' A.F.F. TO COMPLY WITH UNDER AtMJMK., WITH DIE CAST AL INSTALLED BY E.C. f1NilNSFED BY OWNER AND A.D.A.A.G. REQUIREMENTS. HOUSING. FIXTURE SHALL Bit UL LISTED IM/ FIXTURE INSTALLED BY E.C. CONSULT J.I.B. CONSTRUCTION MANAGER FOR LIGHT SWITCH REQUIREMENTS 22 ALL WALK-IN BOX REFRIGERATION DEVICES, LIGHT FIXTURES, SNATCHES, FOR PRO OUTSIDE OF CALIFORlNA PENDANT MOUNTED LIGHT FIXTURE. RECEPTACLES WILL BE PRE-INSTALLED AND WIRED BY THE BOX CONTRACT N1UY. p1455ST FURNISHED O MOUNT AT 6' -6' A.F.F. MANUFACTURER. REFER TO SHEET E4.0. 11 SECURITY LIGHT FIXTURE, E.C. SHALL PROVIDE CIRCUITING AS SHOWN FOR (8Y EC.) w / FURNSFIED FIXTURE NON -24 HOUR STORES. NtRE CIRCUIT 1FiRU TIME CLOCK, SO AS TO REMAIN O HAND, OFF, AUTOMATIC H.O.A.) SNATCHES, PASS & SEYIAOUR / 1225 OR O COUNTER ON AFTER HOURS. 18/1U41 APPROVED EQUAL CT TO LIGH7NdG CaNTACTORS AND M TIME cXOpc. SEE DETAILS SPIFFY E5.0. LENS, SWITCH AND ELECTRONIC 24 OCCUPANCY SENSOR SWITCH. WATT STOPPER /W5- 120/277. BALLAST. O SECURITY CAMERA, ALL LOW VOLTAGE WIRING FRONDED R INSTALLED NL EMERGENCY FLUORESCENT BALLAST N/A BY J.I.B. SECURITY CONTRACTOR. L._ • LIGHTING FIXTURE SCHEDULE TMI O= IlI'TION LAMP MfR. AND CAT. NO. WITH FMCH IMPACT ACRYLIC FLUORESCENT 2' x 4' RECESSED LIGHTING 2 - F32 DAYBfiIIE 20PG232- FS21 -1/2 EB- O FlXIURE WITH FlA15H STEEL FRAME 12 T8/7041 82321120RH- LP174IF032 FOR DAMP LOCATIONS as ra.oEO ABS ACRYLIC PRISMATIC PATTERN .125' LENS FAISHED FURNISHED BY 000 AND ausnc Houswc. PROVIDE w/ pow miv. AND ELECTRONIC BA W/ FIXTURE INSTALLED BY E.C. BALLAST. FLUORESCENT 2' r L' RECESSED LIGHTING 4 - i32 OAYBRIIE 2DPG432-F521 -1/4 EB- e FlXIURE WITH FLUSH STEEL FRAME i8/TL 741 84321120RF1- LP1741F032 LIGHTING FIXTURE NTH DIE CAST ALUMINUM ACRYLIC PRGSYAIIC PATTERN 12 . 125' LENS F11iIN90 F11Rw90 BY OWNER AND HOUSING. FIXTURE SHALL BE LISTED FOR AND ELECTRONIC BALLAST. W/ FlXIINIE MISTAl1fD BY EC. LET LOCATIONS. FLUORESCENT 4' SURFACE MOUNTED 2 - F32 DA`fBRllE OMN232 -120 -1/2EB-1 O LIGHTING FIXTURE YA1H ACRYLIC PRISMATIC FURNISHED WITH HOOD. INSTALLED FURNISHED BY OMMER AND p ONE PIECE PRISMATIC WRAP AROUND LENS _ld�/R741 fIIRINSFED MISTN1f0 BY E.C. BATTERY POWERED WALL YID. EGRESS TIGHT, AND ELECTRONIC BALLAST. IM/ FIXTURE �i w/ Two sBEAM LIGHTS n BEAM LIGHTS WADS. HALIDE WALL MOUNTED FIXTURE 1 -70W/W RUUD E4407 -OM O METAL UNDER AtMJMK., WITH DIE CAST AL INSTALLED BY E.C. f1NilNSFED BY OWNER AND TED UT EXIT LIGHT IN BAD( -UP BATTERY HOUSING. FIXTURE SHALL Bit UL LISTED IM/ FIXTURE INSTALLED BY E.C. UNIT SHALL BE U.L AND NFPA LISTED. FOR WET LOCATIONS FURNISHED BY OAR, PENDANT MOUNTED LIGHT FIXTURE. 1- PL13 /41 CONTRACT N1UY. p1455ST FURNISHED O MOUNT AT 6' -6' A.F.F. LEIATON/pp 75 BY ON" AND INSTALLED BY E.C. (8Y EC.) w / FURNSFIED FIXTURE ELECTRICAL GENERAL NOTES 1. REFER TO SHEET E2.1 FOR LOCATION OF OVERHEAD ELECTRICAL LIGHTING FEEDS FROM PANELS TO KITCHEN, SERVICE, DRIVE -THRU AND DINING. 2. REFER TO SHEET A9.3 FOR MOUNTING DETAILS OF EXTERIOR AWNING LIGHTS AND WALL MOUNTED LIGHTS. ___1 1 MAI oEa , rmEN T 7 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. Wam w IM r" 4400 iw IM so bw wr M now or rw%*"w utb&A ft /red m ll/ow ew evA. dates RELEASE: AUG. 5 2002 PJL(JO ONILYk 0 5 12 -31 -02 PERMNT: 1 /12/04 CONSTRUCIM revisions Q WXIH afr. ITV. ® =a RENS10N5 MM MR W 3M/04 a 0 i CD O N CAM • s a . o2SZ ui W ao — 0 LLj 3: CID L,L Q o ao PC 0 414 w l r[T R " F rl �KWII q r {l ' r ` cEtirLt SITE LIGHT FIXTURE SCHEDULE A FLUORESCENT 4' SURFACE Y1D. UCHIWC 2 - f32 OAYBRIIE V20E232- 120- 1/2E8- LT 4032 NANWAcT�a 'yil WITH FMCH IMPACT ACRYLIC 1a 7 {1 FURNISHED BY OMNER AND O RXlllltE H DIFFUSER, flN1Y GASKElEO, U.L LISTED SMGIE METAL HALIDE SHOE -BOX STYLE SITE LIGHT INSTALLED BY E.C. RUUD LIGHTING FIXTURE No.: VPR14 FOR DAMP LOCATIONS as ra.oEO ABS w/ FIXTURE f'URMSi1ED RUUD LIGHTING FOIE No.: PS4S25 C ausnc Houswc. PROVIDE w/ pow miv. SEAMLESS DIECAST AUMMIM ENCLOSURE NTH WITH FIXTURE BOTH FURNISHED BY ONNER AND INSTALLED 8 BALLAST. ITT Cp101110NS U.L LISTING AND 25' STEEL FOIE. SIGN CONTRACTOR, WIRED BY ELECTRICAL METAL HALIDE WALL MOUNTED 1 - 100 W RWD 5110 -01H CONTRACTOR. LIGHTING FIXTURE NTH DIE CAST ALUMINUM YH 817 FURNISHED BY OMIIER AND OI HOUSING. FIXTURE SHALL BE LISTED FOR FURNISHED INSTALLED BY E.C. gIN1D LIGHTING POLE No.: PS4S25 C20K LET LOCATIONS. MI/ FIXTURE NTH FIXTURE O INCANDESCENT VAPOR TIGHT H000 LIGHT 1 -100TH M819 FURNISHED WITH HOOD. INSTALLED 9p1 CONTRACTOR, 1MlEO BY ELECTRICAL (BY EC.) BY E.C. CONTRACTOR. BATTERY POWERED WALL YID. EGRESS TIGHT, FURNISHED DAYBRIGHT �i w/ Two sBEAM LIGHTS n BEAM LIGHTS WADS. w/ Flxt FURNISHED BY OWNER as MAINTENANCE FREE BATTERY. INSTALLED BY E.C. TED UT EXIT LIGHT IN BAD( -UP BATTERY Fl1RINSHW RUUD # E)FBIRBKBZ OM UNIT SHALL BE U.L AND NFPA LISTED. W/ FlXT. FURNISHED BY OAR, INSTALLED BY E.C. O KEYLESS PORCELAIN LAMP HOIDOt 1 -60W A19 LEIATON/pp 75 (8Y EC.) FURNISHED AND INSTALLED BY E.C. FLUORESCENT 4' SURFACE MOUNTED WIDER 1 - F32 DAIIBRIIE /51IC132- D -120-00 O COUNTER LIGHTING FIXTURE 97H IMMIE ACRYLIC 18/1U41 Fl1RNI90 IVO INSTALLED BY E.C. LENS, SWITCH AND ELECTRONIC (BY E.C.) BALLAST. NL EMERGENCY FLUORESCENT BALLAST N/A DAYBRIIE CEEB -5 FURNISHED BY OMIEIt AND INSTALLED BY E.C. ___1 1 MAI oEa , rmEN T 7 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. Wam w IM r" 4400 iw IM so bw wr M now or rw%*"w utb&A ft /red m ll/ow ew evA. dates RELEASE: AUG. 5 2002 PJL(JO ONILYk 0 5 12 -31 -02 PERMNT: 1 /12/04 CONSTRUCIM revisions Q WXIH afr. ITV. ® =a RENS10N5 MM MR W 3M/04 a 0 i CD O N CAM • s a . o2SZ ui W ao — 0 LLj 3: CID L,L Q o ao PC 0 414 w l r[T R " F rl �KWII q r {l ' r ` cEtirLt SITE LIGHT FIXTURE SCHEDULE A TM war NANWAcT�a 'yil qti SMGIE METAL HALIDE SHOE -BOX STYLE SITE LIGHT MMVR400/YBU RUUD LIGHTING FIXTURE No.: VPR14 FIXTURE WITH VERTICAL BURN U1MP, DROP GEMS. f'URMSi1ED RUUD LIGHTING FOIE No.: PS4S25 C SEAMLESS DIECAST AUMMIM ENCLOSURE NTH WITH FIXTURE BOTH FURNISHED BY ONNER AND INSTALLED 8 W ITT Cp101110NS U.L LISTING AND 25' STEEL FOIE. SIGN CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. DOUBLE (180') METAL HALIDE SHOE -BOX STYLE 91E UCH? 2- HMVRI00/VBU RUUD LIGHTING FIXTURE No.: 2- VPR1499 -M8I( FIXTURE WITH VERTICAL BURN LA11F, DROP TENS. FURNISHED gIN1D LIGHTING POLE No.: PS4S25 C20K e SEAME55 DIECAST AUMMIM ENCLOSURE M1M NTH FIXTURE BOTH Fi1RINSFIED BY OWNER AND INSTALLED BY ITT COIAl110NS U.L. US11NG IMA 25' STEEL FOIE. 9p1 CONTRACTOR, 1MlEO BY ELECTRICAL CONTRACTOR. a 8/ I O/v4 _ A.E. PROJI. NO.: 23098 site information MK TYPE: CONVERSION 3742 S. 1447H STREET TUKVALk WA DiRAWj BY: JW. NN SH irF iu• - r -c E L E 1; �l M"A 1 LIGHTING PLAN E3.0 It • • i GENERAL NOTES 1) NO CONDUIT IS ALLOW ON ROOF EXCEPT FOR SHORT RUNS TAO EWIPM NT. ELECTRICAL ROOF PLAN KEYNOTES O F.C. SHALL MMDE ! INSTALL PHOTOCELL. HONEYMELL /C7067A1000 OR EalAl pl SOU1M PARAPET WALL FACMG NOR1M. E.C. MALL PIIOVIDE it NSTALL 1/t' C. W/ PINT yff F110Y �lOX lb PM010CEll OONIIlOI,LER SEE DETAIL. ON MEET E6.0. z INSTAL EXN/wuA CONTROL PANEL FvaNIISHED BY ONNER ON NON- REMOVABLE PANEL OF MAKE - AIR UNIT. MlUA -1 IF NOT ALREADY FACTORY N1,STALLED. CONTROL PANEL INCI ,INOES MAIN DISCONNECT SIMTCH, MOTOR STARTERS AND AUXOLLARY CONTACTS FOR EF -1, EF -2 AND MUA -1 M1 IiEMA A ENClOSIRE. 3 ROOFTOP UNIT AC -1, 2MV --30 MITH FACTORY MOUNTED T SWITCH AND PRE-0110 DUCT TYPE SMOKE DETECTORS. 4 SWITCH IBTN RESTROOII LIGHTING CIRCUIT. CONNECT TO 2 -POLE S0704CS SEE SHEET E3.0. S ROOFTOP UNIT AC -2, 206V -30 WAIN FACTORY MOUNTED T STITCH AND PRE -MIRED DUCT TYPE SMOKE OETECTORE 6 PROVIDE WEATHERPROOF J-BOX 1MTH EMPTY 1/2' CONDUIT DOWN 710 WATER HEATER ROOM FOR CONNECTION TO IRRIGATION SYSTEM RANT SENSOR. MOUNT J-B0X ON TOP OF PARAPET WALL AND ROUTE CONDUIT DOMIH INSIDE OF PARAPET WALL TO 48' A.F.F. IN WATER DATER ROOM. TERMINATE CONDUIT 1MTH PROIECTIVE BUSHW& 7 LAID HOW RUNS IN CONTROL PANEL VAIN W IGERAIION UNIT. LAND THREE PHASE CIRCUIT ON LIE SIDE OF FUSIBLE DIR C M ECT S07CH AND CONNECT LIGHTING CIRCUIT TO UGHTNNG PIGTAIL IN WC: CONTROL BOX ONLY. ALL BOX WRING IH.L BE FACTORY INSTAUJED. WALK-IN THEN UP THROUGH9 REF T�IGERA ! UNITS C- MSB- $.10;12 19 ROOF TO FANS I r I 11 I A -1 AC I I 2 . 7 L._- r - - I C-29 J- ! I � I � f I I I I �I A J RECE nF Tj jf(wri a NEkAA1T ENTER SEPARATE PERMIT AND APPROVAL REQUIRED c ARTUMT 9330 BALBWI AVM SAKI DIEDQ CA 92123 019% Jock in the Box kw,, vbr *goal and speaiAootiarN are IM arty N A* In w fts lw aid sly a* M e lul or rer�eft u d dates RELEASE: AUG. 5, 2002 PA(JB ONLYk 0 12 PUNT: 1112104 CONSIMTION: revisions 00 -! x. 0 0 a 0 O N -'� y V • z � �._ c� W F� M 3: W .. _ t� 1 r LLJ X: w LL. Q 0) ...� O t�0 rl owrys 8/16/04 A.E. PROM. NO.: 23M site information W TYPE: CONVERSION A 8,365 ADDRESS; 3742 S. 144TH STREET 1LIK"LA, WA DRA04 B Y: N NN, SH SCALE: I = 1' —Or E I EfOlmlo A I I U%f I Amk AWL E480 ... : .. _ .. .. •. .. .. _ .... ..... .. _ . .. .. , - ..... . - .•..+. ....... . .�.r., .......mow .w :....w .... »......... , ....+....+.,..+.�..v -..r.. ...... -... r... •_ - - .+- . w.-. -r+n. �., aw - .»w.... .. .. ..ww- O NOT UgO: N EXHAUST FAN EF - 1 & 2, 20SV,34 4.a FL& EACH WIN FACTORY M0070 NSI CONNECT SWTCHI. CONNECT TO HOOD CONTROL PANEL '.EE NOW #3 AND DETAIL ON SHEET E&O. 10 WXE —UP Art uwT MUA -1, 20W.30 &B FLA. f 1 PR0IADE & INSTALLED 4x4 W J-90X ON BMW WALL AT 11' -4' AFF. PROVIDE & NrSTALL r UaJGLEX CONDUIT & CONDUCTORS FROM 90 UNIT TO J 'TEEN I101ERUN FROM J 10 SUB - PANEL H11I1 BUILDING. a HOT USED. 17 NOT USED. 1a PRO vNDE 1 AIFERPROOF J-BOX FOR CONNrECIION TO 000 MA ISHED SIGNA L 3104AGE F'UNNIMED WIN FACTORY INSTALLED ACT SIMTCN. FMD VERIFY EXULT MOUNTING NEWT WIN J LL CO10 TRUC110N MANIAt�. 1! 4/4 CU. & 1. jB CU. w 1 -1/4' COUNT. 20 10B CU. & 1 CU. IN f CONDUIT. 21 4,/10 CU. At 1 JI0 CV. w 1' CONDUIT. 6i 3 CU. & 1 CU. IN 3/4' CONDUIT. 13 EC. SHALT. PROVIBE INWLOCK BETWEEN AC - 1, AC - 2 & MINA - 1 SO TNAT MH THE EVENT OF AN ANSUL SVSU TRIP OR ACTIVATION OF UZJ W THNRU UGH1MrG CONTACTOR AND OR TIME CLOCK. SEE DETAILS ANY DUCT TYPE SMOKE DETECTOR, BOTH AC -1 & AC -2. & MUA -1 MALL SNOT -DOW SYS7 1 94ALL ALSO KEEP EF -1 A EF -2 IN OPERATION. 24 DUCT MOUNTED SMOKE DEIECT+ORS Fu D INSTALLED WIN ROOF REFER 70 2/E&0 TROP UNIT. 14 PROVIDE 15A/3P NON - FUSED ACT SM CH IN (A 30A FRAM') NEMA 3R ENICL061JFir FOR DRIVE -THNRU ICE MACHINE COIEENNSER. 1S NOT USED 1i PROVIDE 4' SQUARE MEAIHERPROOF J WIN FLUSH COVER AND REAR MOU IED 3/4 CONDUIT DOWhI TO ABOVE ACCESS1Bt.E CELING FOR SATEWTE SYSTEM. PROVIDE 1,010 WIEENH GROUND CONHDUCTOlt IN J—BOX OWNER ILL PROVIBE SAIEIUTE CABLE. FWD VERIFY SA78JJW DISH LOCATION 07H J.I.B. CONSTRUCTION MANAGER. CONDUIT SHALL HAVE LONG SWEEP 90r BENDS ONLY. MOUNT J-BOX It 03M TOP OF PARAPET MALI.. 0 -27 16 ax I � J I 1 . l f I F L I I I I 23 I I I � C- I I J LJ � w /j 9 4 KITCHEN LIGHTS NEUTRAL: 120 VOL■'T( -421 INELI7RAL SQUARE -D 20A. 1OP, CONTACTOR: #8003. -LSIOD -120 FOR ELECTRICAL EQL IT UNDER HOOD MOUNT TO SIDE OF HOOO ABOVE ACCESSIBLE CEILING. O 9 1 f �. rte- rt- �. L, L2I3N G , 8 I C I I MUA CONTROL 9 TO EF -� L �--�. I -T--L I J -�.- �� I PANEL oN Row 10 . I REF 70 I --{-• 14 DETAIL 2 11 •..�_ TO MIA- 1 --- -I 015 12 • -t-- -- TO EF -2 !Ole 1301 I I t8 -�--- 70 Ac -1 t 19 •-I TO-AC-2 2 20 ♦�--- I 4 5 I L____ _ _J N0 SPARE _- I.1 I SQUARE D 20k SP, CONTACTOR. t' , C 121X MOUNT TO SUE OF - -J No HOOD ABOVE ACCESSOLE C OLM ANSUL I- — -� CONTROLLED BY IO1CNEN LIGIM kom SNITCH SQUARE 0 MA, OP. CONTACTOR. OMMI- LOW -120 ' FOR EL rW0CAL EQUIPMENT UNDER HOOD. MOUNT 70 SIDE OF HOOD AIMVE ACCEME CEILM Ic I I _T-L I _T_Tj i i ANSI MCM L J SOTCM NOTES: 1. ELEC. StkALI PT1oM0E ALL NWRRrOCK 1wM11C FOR MOilipt STARIELS� OpITAC1Lo p MA ANNk�ul, STST& M= s ARE PR M M WW MM SMIX Z %2W ACPJX =11113 UM FOR wt~NU OF CON IACl�ae� WTUM 1i Now UM ACCESSIBLE OWUNCK PIPE CLAMP 8reakiast or Drive -Thm 1W x 8' ACCESSIBLE CADMELD OR APPRIOVED CONTROL PANEL. FACTORY Mom CLAMP 1' C 1 01 CU. GROUND ( 2 S/r: SIM) TO GROUND BUS Lw IN MAIN SWA TCHBOARD 1 e `er �• iAL IT #UL a_SC NNNECT I-0 ----- Tx5 .�• 1 i. • +' ,� ... 2 - 12D / 1 / 60 CONC. FDN. OR FOOTING 01 1 - 120/1/60 DIRECT CONTACT WAIN SOIL 900 W. PROVIDE OROUND CONDUCTOR lie - AS PER N.E.C. ART. 250 NON - METALLIC PROTECTIVE SLEEVE 360 W. METALLIC COLD WATER PIPE 2 - 12D / 1 / 60 BOND ( SMLIAR FOR HOT 1 -120 / /e0 WATER AND GAS PIPES ) e�ortu t3. -- 1 BLDG. GROUND DETAIL NO SCALE 31 CI A. CONOW —ONLY, PRONGED AND TO CIRCUIT PRE -WRED, 3 STARTER 3'-6" x 8' 8reakiast or Drive -Thm 1W x 8' gooder M!a''9�+� CONTROL PANEL. FACTORY COL ( 2 S/r: SIM) MONUMENT SIGNS •--� M"10 ON MUA - 1 WIN 1 e `er �• 10 BLDG. MOU1110 LICMIS t SIONAGE. IT #UL a_SC NNNECT I-0 ----- Tx5 4 71 1440 W. 2 - 12D / 1 / 60 552 W. 1 - 120/1/60 7'--6" x T-s` 900 W. 1- 120/1 / lie - _______________ 10 PARIDIG LAT UGH 360 W. 1920 W. 2 - 12D / 1 / 60 480 W. 1 -120 / /e0 e}--- -� _• 10 t3. -- ------ __ -____� 1 1. -•-.► NO SCALE AZURE SOON 2520 W. 2- 12D / 1 /60 AC -1 -- _ --• 1 - 1 ♦ -- f -- - ANSUL SYS. - HOODS 1 i AC - 2 __ _.• 1 141516 1 . KITCHEN 1 EXHAUST FAN EXHAUST FAN EF--1 EF -2 MAKE -UP AIR UNIT NwUA - 2 EXHIMUA CONTROL PANEL WIRING DIAGRAM NO SCALE INSTALLED BY ELECTRICAL CONTRACTOR■ 120 V EXTENT COMM. INSVE NNW.. TO r ABOVE ACCESSNIF CEILMIG SPACE N PROVIDE 4' OCTAGONAL JUNCT10N BOX NIN SCREW 1HREADS SET AT THE 2 & 8 O'CLOCK POSMONS TOILET R(X LIGHT FI)11 REMOTE FETE PULL STATION. CABLE;, AND ANY 011ER IN9CE11E+OUS L�UM%M SHALL BE PROMOED BY OIHERS '� • i • M FNtE PULL STATIO SIGN REQUIREMENTS, SGN NOMINAL -97F TOTAL QRCUIT �r E' O' POLE St Bolt - Hard Face Sax - Flex Face New Hdide) Do" Faced SECONDARY SIGNS: 6'xWx6' 8'x8'x8' 1 0'x10'x10' 12'xItxIf 10'x10'x10' 12'xIfxIt ITxITxIT 6'x 6' 8' x 8' 10 x 10' 12' x 12' 15x 8reakfast/briMe -Thru 3'-6" x 8' 8reakiast or Drive -Thm 1W x 8' gooder M!a''9�+� S Or x 8' - S 3'- 0"x8'0 COL ( 2 S/r: SIM) MONUMENT SIGNS •--� TOILET ROOM LIGHT FIXTURE DOUME SWANX n ow SWITCH � ,ter swmw 7O RESTROOY FAN 8WfrC1INKi DETAIL NO 9cruE NvAc UNIT 018-2 F18-8 , 018-2 SQU WE D 20A. 8 POLE OONTACTM P003 -800 -120 MOUNT ADdA= TO PANEL, ABOVE CEILING CALMAIE PHOTOCELL 70 OPERATE IHIS CONTACTOR 00 ALIT IICHT APPROMMATES OVERCAST SKY 00110111ONS COOIRDINATE um ,u.a. K�oNksTRUCnoN MANAGER, SQUARE D 20A. 8 POLE CONTACTOR. - ON - ND-12D MOUNT ADJACENT TO PANEL, ABOVE CEILING, CALIHRAIE PNO1110CELL TO OPERATE T!#S CONTACTOR VM ALIT LIGHT APPROXIMATES DUSK OR SUNET SKY OONfD1110NS. IEIE WRI al.a. CONSMUCOON MANAGGIL 120V.(C -42) 0 0 Pa+olnatu T+c 0 0a OR APMAOVED EQUAL MOUNT ON 1w OF PARAPET MALL FACMIII MW% R wk 1 -Pq,E UGH MI6 0ON11AC= MOLOW ABOVE cum NM 1w CLACK. L a► M1 1— CHANNEL 11ME CLOCK. NA'TH OBE SMIIIC A RESERVE POMER T=fAA20L OR EQUAL MOM N 1101113TA11001 WA HAM OFF. ALIlO11AT C (WA) SORM. MOM IN 1101IMTAII L P & S /1225 OR EQWL 2DA HNA OFF. AUIOYAIIC (HOA) STIT1 t MOUNT M NATION. P & S 01225 OR EQUAL $111alliffill of gamma 1. Serxx t1► lights will activate an octivaft of the photocell. 2. Parking lot Its, bldg. mounted Its and signage in automatic -rods will actirote an operation of both the photocell and the timeclock. 3■ Parking lot Its, bldg. mounted Its and eip mge in ma eu mode will bps both the photocell and ti rwkc c. 9 EXTERIOR L.IGHTM CONTROL ITEMS PROVIDED & MWALLED BY E.C.) NO SCALE 960 w 1 -120 / 1 /60 1 12OV, ATTACH TO BOTTOM Cllgq OF A COL L 1 •--� I^-�+ 1 e `er �• 10 BLDG. MOU1110 LICMIS t SIONAGE. •---I I-0 ----- Tx5 4 71 1440 W. 2 - 12D / 1 / 60 552 W. 1 - 120/1/60 Pa+olnatu T+c 0 0a OR APMAOVED EQUAL MOUNT ON 1w OF PARAPET MALL FACMIII MW% R wk 1 -Pq,E UGH MI6 0ON11AC= MOLOW ABOVE cum NM 1w CLACK. L a► M1 1— CHANNEL 11ME CLOCK. NA'TH OBE SMIIIC A RESERVE POMER T=fAA20L OR EQUAL MOM N 1101113TA11001 WA HAM OFF. ALIlO11AT C (WA) SORM. MOM IN 1101IMTAII L P & S /1225 OR EQWL 2DA HNA OFF. AUIOYAIIC (HOA) STIT1 t MOUNT M NATION. P & S 01225 OR EQUAL $111alliffill of gamma 1. Serxx t1► lights will activate an octivaft of the photocell. 2. Parking lot Its, bldg. mounted Its and signage in automatic -rods will actirote an operation of both the photocell and the timeclock. 3■ Parking lot Its, bldg. mounted Its and eip mge in ma eu mode will bps both the photocell and ti rwkc c. 9 EXTERIOR L.IGHTM CONTROL ITEMS PROVIDED & MWALLED BY E.C.) NO SCALE 960 w 1 -120 / 1 /60 1 12OV, ATTACH TO BOTTOM Cllgq OF A COL L 1 1 - 120/1 /60 �� 1 H COIINNER COINC 11.E ErFSSC 276 W. ----- Tx5 4 71 1440 W. 2 - 12D / 1 / 60 552 W. 1 - 120/1/60 7'--6" x T-s` 900 W. 1- 120/1 / CHANNEL LETTER SIGNS • 10 PARIDIG LAT UGH 360 W. 1920 W. 2 - 12D / 1 / 60 480 W. 1 -120 / /e0 e}--- -� Fes► 1 0 lw R PMMW �--� 1. -•-.► NO SCALE AZURE SOON Pa+olnatu T+c 0 0a OR APMAOVED EQUAL MOUNT ON 1w OF PARAPET MALL FACMIII MW% R wk 1 -Pq,E UGH MI6 0ON11AC= MOLOW ABOVE cum NM 1w CLACK. L a► M1 1— CHANNEL 11ME CLOCK. NA'TH OBE SMIIIC A RESERVE POMER T=fAA20L OR EQUAL MOM N 1101113TA11001 WA HAM OFF. ALIlO11AT C (WA) SORM. MOM IN 1101IMTAII L P & S /1225 OR EQWL 2DA HNA OFF. AUIOYAIIC (HOA) STIT1 t MOUNT M NATION. P & S 01225 OR EQUAL $111alliffill of gamma 1. Serxx t1► lights will activate an octivaft of the photocell. 2. Parking lot Its, bldg. mounted Its and signage in automatic -rods will actirote an operation of both the photocell and the timeclock. 3■ Parking lot Its, bldg. mounted Its and eip mge in ma eu mode will bps both the photocell and ti rwkc c. 9 EXTERIOR L.IGHTM CONTROL ITEMS PROVIDED & MWALLED BY E.C.) NO SCALE 960 w 1 -120 / 1 /60 ATTApIO AT OPPOSING �lS PER PLAN FIX11NK ATTACH TO BOTTOM Cllgq OF NSTALLA TO EVE j O ASlll 1440 w 1 - 120/1 /60 �� ' E�RRY T COIINNER COINC 11.E ErFSSC 276 W. ----- Tx5 4 71 1440 W. 2 - 12D / 1 / 60 552 W. 1 - 120/1/60 7'--6" x T-s` 900 W. 1- 120/1 / CHANNEL LETTER SIGNS NOIE : GONOWT 1'- 4"x 360 W. 1920 W. 2 - 12D / 1 / 60 480 W. 1 -120 / /e0 EXTERIOR MENU l ERMOSTAT 1 0 lw R PMMW 1EMPERATURE SENSOR NO SCALE AZURE SOON 2520 W. 2- 12D / 1 /60 3840 W. 3 -120 / 1 / 60 3840 W. 3 -120 / 1 / 60 ( �, wool RSA PLENUM MOUN1m M"Im 48D W. 1 - 12D / 1 /60 AVERAKANG 960 W. 1 - 120/1 /60 1W SENSORS 1560 W. 1920 W. 2- 120/1 /60 2- 120/1/60 HLAMIDISTAT 2880 W. 2- 120/1 / (USED IN HIGH HUMIDITY REGIONS) N/A NOTE::S` � 7HRIJ AUX CONTACTS IN M01+OR STARIERS OF EF-1 AM's EF -2 N/A N/A N/A ALL CONDUIT (1/2' WL ) AND CONDUCTORS (COPPER) SHALL BE FROMM AND INSTALLED BY IM E1ECIRICAL CONIRAC'iOR, 360 W. I - 120 / 1 / 12 GA. SLACK SAFETY MANGERS IECNL__ /UpiT i1X11N� ATTApIO AT OPPOSING �lS PER PLAN FIX11NK ATTACH TO BOTTOM Cllgq OF NSTALLA TO EVE j O ASlll d �w p � 9 X 9 �� ' E�RRY T COIINNER COINC 11.E ErFSSC 276 W. fiffANiE Tx5 4 71 I ON MAIN � * ME AT SIDES OF WMINAIRE C aE1s. ARE AT .1- �ele.olr ENDS OF LLIMI NAIRE 3 LIGHT F MRE SUPPORT DETAIL NO SCALE RACK MOUNTED CT CABINET AND METERBASE. UNISTRUT RACK BY GENERAL CONTRACTOR. RACK SIZED AS REQUIRED. 1" CONDUIT WITH Pt1LLWIRE FOR ME7ERWA CT I I I — — — -- -- — COORDINATE PAD SIZE TRANSITION FROM • RGS AND LOCATION WITH ARCH PVC TO RGS DRAW GS PRIOR TO INSTALL71ON OF UNISTRUT RACK AND EQUIPMENT. IF •. N 4 SCH 40 4" PVC SCH 40 TO SERVICE TO UTILITY BOARD E- 0104f1�D�1 $ RACK MOUNTED CT CABINET & METER BASE NO SCALE rmW. i- izo /i/6o 12 11vI►C CONTROL WIRING SCNEYI►TIC No SCALE 13 4'x4' 276 W. 1 - 120/1/60 5'x5' 540 W. 1 -120 /1/60 6'x6' 552 W. 1 -120/1 / 60 9 X 9 972 W. 1 - 120/1 /00 W ALL SIGNS /OUT COMW 80ARp 4'x4' 276 W. 1 -120/1 /60 Tx5 540 W. 1- 120/1/60 6'x6' 552 W. 1 - 120/1/60 7'--6" x T-s` 900 W. 1- 120/1 / CHANNEL LETTER SIGNS NOIE : GONOWT 1'- 4"x 360 W. 1- 120/1/ r x 15 480 W. 1 -120 / /e0 EXTERIOR MENU �� aau�reR Now sNUT40wN owo� rooNr roRS a ww nRoV� a NarALIM BY E.c.) RECENED r 'My rP TI I KW►I Q .r PERMIT CENTER SEPAR PERMIT A 14 AP PROVAL No sm Di1A'AIRTM[NT 9330 BALBOA AVEINIE SW KW, CA 92123 (D 1999 Jock in the Sox Inc. 6V *A 9 �M�.M�alc Mac it awl Od att M **W M - +y sft e s wRb& t Ite pvt%w wilt n eww wL dates RELEASE: AUG. 5, 2002 PX(A ONLY): j► 12 -31 -02 PoMT.. v 12 o4 CONS1RlVIO N: revisions Q Q • i W. c r i Lf 06 Z LLJ (j 1 ... r W LLJ= LUCK 4 54 O t0 •'Qi >rsi aswrs S 10 04 A.E. PROJ. NO.: 2 3098 site information W TVE: CONVERSION A it 8365 ADDRESS: 3742 S. 1 44TH STREET TUKINILA, WA .� DRAWN BY: JW, NN, SH SCALE: AS NOTED E� DETAILS ■ iI rx11' 400 W. 1 120/1/60 SPEAKER STATION WLCOMBO BOARD 0( xIr 600 1- 120/1/60 SPEAKER STATION MI /OUT COMW 80ARp 4' xr 4809 1 - 11'0/1 /00 D■ECTMAL SIGNS 1' -d' X S -r 240 W. 1 - 1 / NOIE : GONOWT 9IML K 3/4' CIA M 1198M 1 0 lw R PMMW ilONi- ELLC. NO SCALE �� aau�reR Now sNUT40wN owo� rooNr roRS a ww nRoV� a NarALIM BY E.c.) RECENED r 'My rP TI I KW►I Q .r PERMIT CENTER SEPAR PERMIT A 14 AP PROVAL No sm Di1A'AIRTM[NT 9330 BALBOA AVEINIE SW KW, CA 92123 (D 1999 Jock in the Sox Inc. 6V *A 9 �M�.M�alc Mac it awl Od att M **W M - +y sft e s wRb& t Ite pvt%w wilt n eww wL dates RELEASE: AUG. 5, 2002 PX(A ONLY): j► 12 -31 -02 PoMT.. v 12 o4 CONS1RlVIO N: revisions Q Q • i W. c r i Lf 06 Z LLJ (j 1 ... r W LLJ= LUCK 4 54 O t0 •'Qi >rsi aswrs S 10 04 A.E. PROJ. NO.: 2 3098 site information W TVE: CONVERSION A it 8365 ADDRESS: 3742 S. 1 44TH STREET TUKINILA, WA .� DRAWN BY: JW, NN, SH SCALE: AS NOTED E� DETAILS ■ iI .. .. o. .. � ., y r.. ..... :�..1 -' .., ,. � .�It K /Y WI.�S�fl�l�' f�li� �'�. � �l' tfli�l�• � � ., r1 y"iiT.....}► �r. s.. ,.. I .., • v' r eyi.;Y�I�'i:7iy� y.r• .� %t . rte /N FOUNDATION NOTES DESIGN LOADS: I. THE SCHFDIN.ES BELOW UST THE 1997 UNIFORM BUILDING CODE GRAVITY AND LATERAL DESIGN LOADS USED FOR THIS BUILDING: • ';EISMIC LOAD IS REDUCED BY FACTOR OF 1.4 TO ACCOUNT I -OR ALLOWABLE STRESS DESIGN. GENERAL: 1. GRAVITY LOADS FLAT ROOF DEAD 16.0 P.S.F. LIVE 20.0 P.S.F. SNOW 25.0 P.S.F. SLOPED ROOF DEAD 16.0 P.S.F. LIVE 16.0 P.S.F. SNOW 25.0 P.S.F. LATERAL LOADS WAND BASIC WIND SPEED 2. 80 M.P.H. EXPOSURE (TYPICAL FOR INTERIOR DOORS) 8 SE, SMIC ZONE V = 1.5 CQ W = 0.1 co =.0.36R =5.5 3 • ';EISMIC LOAD IS REDUCED BY FACTOR OF 1.4 TO ACCOUNT I -OR ALLOWABLE STRESS DESIGN. GENERAL: 1. 4 THICK CONCRETE SLAB WITH 1.5 POUNDS 'F1omEsH 6. CONCRETE SLAB FMISH AT TILE PAVERS AND OTHER SIMILAR FLOORING REINFORCEMENT PER CUBIC YARD OVER 2" SAND OVER VAPOR MATERIALS SHALL RECEIVE A FINE FLOAT FINISH, SEE DRAWINGS FOR RETARDER OVER 2` COMPACTED SAND BASE ON THE PREPARED LOCATIONS. SEE SPECIFICATIONS FOR ANY SPECIAL INSTRUCTIONS, SUBGRADE. 7. ALL CURB OPD04M TO BE 4 GREATER THAN DOOR WIDTHS 2. ALL CONCRETE SHALL HAVE 28 DAY COMPRESSION STRENGTH OF (TYPICAL FOR INTERIOR DOORS) 2500 P.S.I. 8. ALL DIe4SIONS ARE FROM FACE OF CURB TO FACE OF CURB (U.O.N.). 3. SET FLOOR SINKS, FLOOR HINGES AND FLOOR DRAINS FLUSH NTH FINISH FLOOR UNLESS OTHERWISE NOTED. SET FLOOR SINKS IN B. INDICATES SHEARWALL LOCATIONS WHERE NO CONDUIT ACCORDANCE NTH THE LOCAL GOVERNING AGENCIES. IF FLOOR SINKS OR PIPING SHALL BE TTED TO PENETRATE SILL OR TOP PLATE. ARE REQUIRED TO BE INSTALLED ABOVE FLOOR LEVEL, THE GENERAL CONDUIT OR PIPING SHALL BE ROUTED FROM OVERHEAD. WHERE CONDUIT CONTRACTOR SHALL NOTIFY THE ARCHITECT. SEE FLOOR PLAN OR OR PIPING PENETRATES PLYWOOD. HOLFSA CLEANLY THROUGH PLYWOOD SCHEDULE FOR FLOOR MATERIALS. THE CONDUIT OR PO4W DIAMETER PLUS 1/2' INHERE WALL OUTLETS OCCUR IN SHEARWNALL, OPENINGS IN PLYWOOD SHALL BE CLEANLY CUT 4. VERIFY LOCATION OF ALL FLOOR SNO(S AND FLOOR DRAINS WITH AROUND BO X 91H ONLY MHMAL OVERCUT. F.S.E. DRAWINGS AND PLUMBING DRAWINGS PRIOR TO INSTALLATION. 10. SEE SHEET SP2.0 FOR ADDITIONAL INFORMATION. 5. VERIFY LOCATIONS OF ALL EQUIPMENT CURBS, DEPRESSIONS, BLOCK -OUTS AND SPECIAL CONCRETE FI ..KS WITH ARCHITECTURAL 11. SEE SHEET S4.0 FOR TYPICAL FOUNDATION DETAILS. AND F.S.E. DRAWINGS. J"'- In 1 /2• ANCHOR BOLTING ANCHOR BOLT q A SPAC Mlc A 5/8' DIA. x 18' L A.B.'s 0 ' O.C. 3x6 SILL PLATE MIN. SEE 8 S3.0 e 518" DI A. x 18' L A.B.'s 0 32 2x6 SILL PLATE OWES 1. PROVIDE 3/16' x 2' x 2' (MIN.) PLATE WASHERS AT EACH ANCHOR BOLT. Z PROVIDE A MHMUM OF 2 AN04OR BOLTS IN ALL SILL PLATES. WMNEN ADDITIONAL AN04OR BOLTS ARE TO BE ADDED AFTER 3. FOR ANCHOR BOLT REQUOMA NTS AT SILL PLATE SPLICES NOTCHES AND BORES SEE DETAIL 19/S4.0 4. PROVIDE 5/8"0 x 18" L A.B.'s • 48' O.C. 0 STOREFRONT O DETAIL 9/S4.0 y I N FOOTING SCHEDULE SAM FOOiWG SIZE a 2' -0' w x 2' -0` or x 12* nrac (s) #S eotma en. war SEE SETNL K'0 p 05 CONT. TOP & BOTTOM a fill I 4. EMT. oauM+ , i CITY OF MAY 7 1 A _ Z�U4 hvlr CITyApFETVL W ILA nor 2 200 p EHMtf UEPAR TARE N T p 9330 BALBOA AVENUE SAN DIEGO, CA 92123 m 1999 Jock b the Boot kre. These drawings and specifications are the property of Jock in the 30m Inc and shah not be copied or reproduced without its previous written consent. dOtM RELEASE: AUG. 5, 2002 P.M.(JB ONLY): 15 12 -31 -02 PERMIT: 01/14/04 BID: CONSTRUCTION: 03 /15/04 reVlSions 0 02703/04 HLTH. DEPT. REV ® 02/03/04 000 REV. ® 0310/04 DES REM REV. m 0305104 GD ERAL REV ® 05107 04 CONSTIKTO REV. ® 0M7104 STRticMX REV. O i w • • V 0 6 Z r N U.JV �W W = r Uf V U >a PI a Ir N 1 �1 . 0 AU1L site information MK TYPE: CONVERSION JIB it. 8365 ADDRESS: 3742 S. 144TH STREET TUKWiI_A, WA ilSION 110? z. V - - :D044"W024 40 . - I tt3 4,ef P r R , T NO col 401 S P "DES s SON ... Vq E O Hq� s I A0 R OF TV W ORK 8E 4p Mqy 1 i ��Cq S� 1 Tk6U p 1 gpp �rE q �rF y DING .QI� �A4t ftN qE H m w � pEa a pt 11,111,100111111 sEP a F RE AN1GA M eve iK p1P ►N� �� O ,NG p aye Q.( (Dya\0 of CO aQQaQpc a � Gr a� C de� do a un � � oes a of aQ Q�o paao�o� s cA r; DRAWN BY: RDM / H,IA SCALE: 1 /l' = 1' -0' FOUNDATION 8 GENERAL NOTES SINO r 4 4 �,: ,- ._ � .•• �� �. �., �,r• ( -., '.1.. � i . ;..: . , l am .:. . t'; "�. ':. �... , w ' . �r .= .�,}.... . � �)`. , f.. 4 .i1- 4'.HZ'('�y,w S1 +741x.'.q+P '..:�K�.11.M�U}�+Miw��..'. �/.'��1�� �JM�' AW- r�►rr►'.� ROOF FRAMING NOTES °� � "�"�S ��w�. LOCATIONS " NO °°"°"'T OR PIPING SHALL BE PERWTIEO TO PENETRATE SILL OR TOP PLATE. GENERAL: oCON RP�P NG R PEN�E1RAlES�PL �wooRO�M�OIES�/1wa�EANL�n CONDUI IRO PL DESIGN LOADS: THE cpMNpwt OR vwMIG DIAMETER vuls 1/2�'�. WHERE WALL OUTLETS 1. THE SCHEDULES BELOW UST THE 1997 UNIFORM BUILDING CODE GRAVITY I. SEE SHEET SP20 FOR TYPICAL S7RUCIURAL NOTES AND SPECIFICATIONS. OCCUR IN SMEARIMNl. OPENINGS IN PLYMIOOD SHALL BE CLEANLY CUT AND LATERAL DESIGN LOADS USED FOR THIS BUILDING: AROUND BOX IM1H ONLY INMYAL OYENGIT. cwAvinr LOADS MT ROOF DEAD 16.0 P.S.F. LIVE 20.0 P.S.F. SNOW 25.0 P.S.F. SLOPED ROOF DEAD 16.0 P.S.F. LICE 16.0 P.S.F. SNOW 25.0 P.S.F. LATERAL LOADS VAND BASIC MEND SPEED BO W.P.H. EXPOSURE I 8 SEISIMC ZONE V = 2-5 Ca w = o.»>w Co =.0.36R =5.5 3 • SEISMIC LOAD IS REDUCED BY FACTOR OF 1.4 TO ACCOUNT FOR ALLOWABLE STRESS DESIGN. SEE SHEET SP2.0 FOR ALL WOOD GRADES. 7. ® - MIOICATES 6x6 POST, U.O.N. PLYWOOD SHALL BE A.P.A. RATED SHEATHING AND SHALL CONFORM 8. ALL EXTERIOR FRAMING SURFACES SHALL BE SHEATHED WITH 3/8' PLYWOOD TO COMMERCIAL PRODUCT STANDARD PSI --83 OR PERFORMANCE APA RATED SHEATHING, EXPOSURE 1 WITH 8d AT 6 O.C. E.N. & 8d AT STANDARD PRP -108, 12' O.C. F.N. UNLESS 07HERMASE NOTED. ALL NAILING SHALL COMFORM TO TABLE 23-- 11 —B -1 OF THE U.B.C. U.O.N. 6• A.P.A. RATED ORIENTED STRAND BOARD (O.S.B.) MAY BE SUBSTITUTED FOR PLYWOOD SHEATHING WHEN ALLOWED BY LOCAL BUILDING OFFICIAL ALL FRAWNG ANCHORS, POST CAPS, COLUMN BASES STRAPS, ETC., SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY. NO 10. PROVIDE 2x SOLID BLOCKING IN WALLS AS REQUIRED FOR REINFOR— SUBSTlTUTIONS SHALL BE PERIiMTTED WITHOUT PRIOR APPROVAL OF CEMENT OF ALL GRAB BARS, RESTROOM FIXTURES, PLLM em ONES, THE ON(MNEER. ALL ITEMS SHALL BE INSTALLED USING THE MAXMIM WALL BUM 433 ETC. SEE INTERIOR ELEVATIONS, SHEETS A7.0 do A7.1, FASTENERS PRESCRIBED BY THE MANUFACTURER U.O.N. FOR EQUPMENT HEIGHTS do LOCATIONS. SHEAR WALL SCHEDULE � A 3/8' A.P.A. RATED SHEATHING (24/0), EXPOSURE 1 E.N. W/ 8d AT 6' O.C. F.N. W/ 8d AT lY O.C. 2x8 PRESSURE TREATED SI Pll11E. O 8 318' A.P.A. RAZED SHEATHING (24/0), EXP09URE 1 AT INTERIOR FACE E.N. W/ 8d AT Y O.C. F.N. W/ 80 AT 12' O.C. 3z STUDS & BLKG. AT ALL (1) & (H) PANEL JOIN15, 3r6 PRESSURE TREATED SN1. PLATE (MIN.) t' A T. SHEARWALL MARK IS LOCATED ON SIDE OF WALL INTENDED TO BE SHEATHED. 2. 8d SHALL BE COMMON MARE NALS 10 1/4 GA. (0.131 • DIA. ) x 2' MONUM LENGTH. I REFER TO DETAIL 1/55,0 FOR PLYWOOD LAYOUT. t r, t a ti 1 f F t i CITY OF TUKWa *PRUVta MAY 2 1 2004 AS hotzU C/ryR &lEly C Eo ►U MAY PARTMENT(/ L� 9330 BALBOA AVENUE ,.. . SAN DIEGO, CA 92123 ©1999 Jack in the Boot W. These drawings and specifications are the property Of Jack in the Box Inc and shah not be copied or reproduced i without its previous written consent. Mae RELEASE: AUG. 5, 2002 P.M.(JB ONLY): t 12-31-02 PERMIT: 01 /14/04 CONSTRUCTION: 03/15/04 revisions Q 02/03/04 Zl DFPT. REV ® 02103104 OWNER REV ®03/03/04 DM REVEL REV. o3/1s/04 GEr & REV. ® 251o7�04 00*11 IM REV. ® 05/17/04 STRUCUX REV. 0 i • 06Z Femme WV MLLJ L = INS CI N y v a� �1S P i�, 7 =2DIS000, site information MK TYPE: CONVERSION ,AB it. 8365 ADDRESS: 3742 S . 144TH STREET TUKWILA, WA DRAIMN 8Y: RDM HJA SCALE: 1/4 0 = 1 , -0' ROOF FRAMING PLAN S200 lkkt'. Q 1 '0 r - M or �i UPPER ROOF FRAMING NOTES DESIGN LOADS: 1. THE SCHEDULES BELOW UST THE 1997 UNIFORM BUIIDW CODE GRAVITY AND LATERAL DESIGN LOADS USED FOR TH BUILDING: GRAVITY LOADS FLAT ROOF DEAD 16.0 P.S.F. LIVE 20.0 P.S.F. SNOW 25.0 P.S.F. LATERAL LOADS IMND BASIC i0 SPEED 80 M.P.H. B SEISMIC ZONE 3 V = ..Sg W = 0.1 1 1 1 11 ( 1 I I 1 Ca =.0.368 =5.5 ! 1-- --4— SEISMIC LOAD IS REDUCED BY FACTOR OF 1.4 TO ACCOI.INT FOR ALLOWABLE STRESS DESIGN. N GENERAL: t. SEE ROOF fRAMWC PLAN FOR SHEARWAII Sd1EDUlf ! 11D01110NAL FRAINNG INFORIIAl10N. 2. SEE MECHANICAL ROOF PLAN FOR LOCATION OF YECMAMCAL EOlMP1ENT. S. LOADS SHOIMI FOR MECHANICAL EQUIPMENT ARE FOR 1RUSS DESIGN PURPOSES ONLY. REFER TO IECHNMCAL PLANS FOR ACTUAL OPERAIMIC IE1GH15. 4. FOR TYPICAL TOP PLATE SPLICE SEE 15 S8.0 5. FOR TYPICAL MECHANICAL CURB ATTACHMENT SEE 96.0 . •. ..• ' o i l � . , •+e►•.••�•.'.���;:+.: +�-. ►..ri .ta : { y „w,LA *yvi.♦ u +^�w�. C+e. "_: J!'�'�t�..�t�1�4.4►M1.gi+�V� + %w'�,Y�r I 13 SI.t (F lb 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 I 1 I E)asnNC koov FRAMING SHOWN is DIAGRAMA7IC. CONTRACTOR TO VERIFY r13 rl 3 BIOpcM1G EXTENDS TO rIDCT ROOF S4.1 �' MEMBER PAST ALL EGINPMENT. rl 51.1 1 ! , ........- I PROWX LUS28 &I (E) JOST110O. O 1 1 "CH 5K OF�OPtN"► I 11 I 1 I 1 1 t 1 1 f 1 ! 1 11 26 LBS ROOF I I ! I I ADDITI 10 HFf1 — — 1 AT(N I I I I 1 , I 1 EACH EDGE OF L EJ I LINT I � I I - I 1 155 LB 1 ! 0 g � � I I I I ( �' , _ _ _ S�1► I _ — 2 *10 KKG. IN WS28 I 1 1 1 1 I 1 t f l 1 1 1 J" TYP. I Q?8M Hoop �1 ' ! - - BELOW 600 LBS. 20b , �: I I I I 1 I ?xB N, HEiAD OFF (E) JOIS f I I I I I I ! I I 1 LBS ! 1 1 I 1 I 1 1 4x4 BLKIG IN ' 1 \ ' I — O ROOF I 1 1 1 1 1 1 1 1 — 1 EUS 4x4 BLKG OP TVP. LUS44 JH I I IT H EC U5 L I J I I I 1 1 , 1 I � - - -- — -- — •--� 1 1 1 1 1 1 I 1 1 I 1 200 I c I LBS ( 1 I 4x4 BLKG IN LUS44 I I I , 1 I t , I , I , 1 I , 1 1 J.H TYp. — �?�zxe wszs -z ,� I ` T , I I 1 I I I 1 1 I I 1. t I 1 1 ADDITIONIAL (3) - 2x10 , 1 I If r i 4x4 BLKG IN _�I HF EACH EDGE OF 4x4 BLK6 IN 1 1 350 �L. US44 JH = = ADDITIONAL (2) -2x10 I I ME EQUIP. VERIFY LUS44 41 ,LBS I - - -- � ► 1 HFf1 IN O EACH SIDE 1 , L ATM TYP. 11 — _ -•! �' 1200 LBS 1 200 LBS (.'f MECHANICAL NA BELOW 600 I 7f -- f A - t — I t 1 - - - 1 t f-- 4 I i I I 1 I i I 1 1 1 1 1 1 1 1 1 ( 1 I I 1 1 I ! 1-- --4— ---+ { r 1 r 3 Sbt �1 CITY OF TWO *ft Vf0 MAY 2 1 2004 AS fjol ib MAY 21 ?010, � i N ili lllil i 1 1 I 1 1 I I 1 1 I 1 1 ;I t 0 0 6 LZtPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 ®1999 Jodi i the Boot SIC. These drawings and specifications are the property of Joa in the Box Inc and shall not be copied or reproduced without its previous written consent. dotes RELEASE: AUG. 5, 2002 P.M.(J8 ONLY): 15 12-31-02 PERMIT: 01/14/04 BID: CONSTRUCTION: 03/15/ 04 reV�s�Of1S 0 92/03/04 HUH. DEPT. REV ® 92/03104 0rN0 REV. ® 03/0 M OM MO REV. 0 03/15M GOERAL REV. . ® 05/o7 MSTRUC70 REV. ® 95/I7104 STR UX REV. D • • U 0 6 Z WU �W W= : U Old.�� DL Q y p N 17 i Z CL low site information MK TYPE: CONVERSION JIB it. 8365 ADDRESS: 3742 S. 144TH STREET TUKWILA, WA DRAM BY: RDM / HJA SCALE: ' 1 /4 1 -0' UPPER ROOF FRAMING PLAN 8 • ten, ♦ . n .. .. � � . �.. � � ... .. ... � 4 w . ,. •��• .r t. �- • .,�4. T y..., . ., ,. ., w ,+.. ,. ' +.r{••'y v, �+ yxs. i/ k4ti" �lup•'. .F,d�arDKt!.Ryi. +�,i,xpab��b•�w ,c. a+< rrR� ,l�.�''M��11r%M�'C�1A11WtliY � :.:h"l �Ir+rc LMIVia'�I�R'i1�31D}�� 'M.y"��t � _ 10 TRENCH EXCAVATION x -o� WISH GRADE h" 4 'D' MIN. FOR (2) - 4x4' -o' MIN. a AG. &A Aft Z 3/ 180 DEG. HOOK "PART'MENT 1 +_6• �1 MIN. 2` ------- .._.._.�. -- FOOTING 1 0 aA. #1 TMRU X18 B AR S MIN PEA GRAVEL I - , 9330 BALBOA AVENUE SAN DIEGO, CA 92123 (DIM Jock in the Boot Inc. Thaw drawings and spocificabons ox are the property of Jack in the B Irc and " not be copied or reproduced without its previous written consent. Mae RELEASE: AUG. 5, 2002 P.M.(JB ONLY): #5 12 -31 -02 PERMIT: 01/14/94 BID: CONSTRUCTION: 03/15/04 revisions 0 02/03/04 HLTH. DEPT. REV ® 02/03/04 0*R REV. DM FM REV. © 03/15104 GENERAL REV. ® 05/07/04 IM1 IRII PM REV 1RUC ® 05/17/ SUM REV. r4 r 0 W c N 0 0 V 0 6 Z WV MW -4�' LUX C13 V 6 -> 0, 4 LL Q Y z ♦ 0A " y Y d1 ON& . sOr► site information MK TYPE: CONVERSION JIB t. 8365 ADDRESS: 3742 S. 144TH STREET TUKWILA, WA DRAWN BY: RDM1 L HJA SCALE: AS NOTED FOUNDATION DETAIL ■ s aA. �e AND SMALLER BARS 8 DNA. N9 THRU /11 BARS � 4 � wAU. TYP. BOTTOM OF TRENCH TYPICAL EXCAVATION SHALL NOT 1 y EXTEND BELOW THIS LINE 2 4 •O `O tc� 05 CORNER BARS SAME SPACING ° S HORIZONTAL REINFORCEMENT CONTRACTOR TO BE RESPONSIBLE BOTTOM OF — FOOTING BEYOND 0 FOR MAINTAINING THE SIDES — — OF THE TRENCH FROM CAVINC IN UNTIL ARGER SLEEVE 2' L f° ALL BACKFIWNG IS COMPLETED PIPES /CONDUITS OO 30 'D' AT CONCRETE (BACKFILL AS PER SPEC.) 40 D AT MASONRY '' s MIN. 1� COMPACTED FILL-90% DENSITY IN UNDATED PIPE /CONDUIT - SAND MAY BE USED IN WELL DRAINED THRU SLEEVE 8' 8' SANDY OR GRAVELLY SOIL C MIN. MIN. LAP SPLICE NORMAL STEMWALL 8 - REORCEI�IT 1 TRENCHING EXCAVATION No SCALE 2 THRU FOOTING SLEEVE 3/4' = 1' - 0" 3 TYPICAL RE13AR BENDS NO SCALE 4 TYP. CORNER DETAIL 3/4' = t' - Ir S TYP. STEM WALL STEP 314' = 1' - 0` 3/8' APIA RATED SHEATHING 3/8' APA RATED SHEATHING 3x6 P.T. SILL PLATE W/ 8d NAILS O 2' O.C. 2x8 P.T. Slll PLATE W/ 8d NAILS O 6' O.C. EDGES AND 12' FIELD EDGES AND 12' FIELD CONT. DBL TOP PLATE t EMBED 4' MIN. IN EMBM 4' MIN. IN SIMSPON 'SEW EPDXY /8'0 x 18' L A.B.'s 0 SIMSPON .�.. EPDXY 5/8'0 x 18' L A.B.'s O 16' O.C. W/ 2x2x3/16 32' O.C. w/ 2x2x3/16 �-" PLATE WASHERS PLATE WASHERS OL PER ARCH. 2 2 x STUDS AT 24' G.C. ( I 2 x P.T. WOOD SILL PLATE SET IN MASTIC (E) SLAB 4' VARIES N, (E) SLAB 4' — PER PLAN 1M/ 0.145 DIA. POWDER DRIVEN PINS N. , Y ' ' SLAB ARE OCCURS SLAB WHERE OCCURS 1N/ .059 THICK, 0.78 SQ. STL WASHER . I I A35 CLIP EA. END I I w/ TRUNCATED CORNERS AT 32' O.C., . = OR FINISH GRADE 40 INSTALL 2 PINS PLACED AT 6 & 10 , , ___ _. _. APIA RATED dw THING ND I I I SLAB OR FWM GRADE FROM EACH E OF SILL PLATE -' _ . • . SEE PLAN (ICBO REPORT /1290) CONTRACTOR TO ° _ - i —� - CONTRACTOR T�0 ' ° 'I ( . ' REMOVE (E) CMU WALL ' '-" .T ._ - + 0 18` O.C. IN SIMPSON REMOVE (E) CMU WALL ' ' a AND REINFORCING FLUSH - 'SET" EPDXY AND REINFORCING FLUSH I #4 0 18" O.C. IN SIMPSON 2x6 P.T. SILL PLATE z CONC. SLAB WITH CONCRETE FOOTING - I WITH CONCRETE FOOTING I � . SET' EPDXY AFTER ALL COLUMNS OR b DAS'NED LINE INDICATES AFTER ALL COLUMNS OR ' . , a EN 0 -0 SHORINGS ARE Of I � SHORINGS ARE IN jjj FIN. FLR. PLACE. � ri ll a EDGE OF STEMWALL O I ( - d m TOWER 'BUMP -OUT' SEE -=- � ` m E EXT. WALL FOOTING a (N) CONCR % P LANS (N) CONCR I !_ (VERIFY) I • NEAT TO O FL CE (E) EXT. WALL FOOTING NEAT TO SOIL. AF CE . PROVIDE CONT. BEAD OF SEALANT AS SHOWN. AS SHOWN. } ALONG BOTH SIDES OF WALL m Z i aU Nz a� C4 NOTE: CONT. TOP, BOTTOM ; �5 CONT. TOP. BOTTOM a � • • „ �- � NOTE: AND 18' O.C. TYP. • .. PROVIDE A.B.`S O 48' O.C. AND 18' O.C. TYP. PROVIDE A.B.'S O 48' O.C. ° FOR S IOREFRONT IN LIEU OF ` -- . O.C. � -1 ! L� i I I �. FOR STOREFRONT IN OF . ! 1 -6 16' O O SHEAR WALLS 1 -6 32' O.C. 0 SHEAR WALLS MIN. SEE S1.0 MIN. & SEE S1.0 9/S4.0 8 � 2 4 8 6 TYP. INTERIOR WALL 3/ 4' = 1' -0• 7 (N) STEM WALL @ EAST SIDE 3/4' = 1' -0' $ (N) STEM WALL NORTH & SOUTH SIDES 3/4' a 1' - 0' 9 (N) STOREFRONT VIC = 1' -0' 10 NOT USED 5/8 x 18' L A.B.'s 0 32' O.C. W/ 2x2x3/16 3/8' APA RATED SHEATHING ; SEE PLAN E PLA N ' PLATE WASHERS W/ 8d NAILS O 6' O.C. U o C; j FTG. do EDGES AND 12' FIELD ELD 6: IA: PER PLAN 1/4 2x6 STUDS O 16` O.C. 3/8" APA RATED SHEATI�NNG 2x6 P.T. SILL PLATE E.N. 1/2"x -� w/ WISEE SHEARWALL SCHEDULE 1 -1 /2 NON-SHRINK (4)- 5 /1'fdr A.B. 2x6 PT SILL 2x6 P.T. SRI PLATE GROUT PLATE 0 SIM. LN /4 x —J O 18` O.C. • I SLAB OR FINISH GRADE I 5/F1'Wx12' SMOOTH DOWEL AT EXTERIOR SLAB t° SLAB 17' O.C. EPDXY INTO (E) SLAB (E) SLAB (E) 4' 2' - 6't ;III - CONTRACTOR TO TYP. I REMOVE (E) CMU WALL AND REINFORCING FLUSH _ I . _ WITH CONCRETE FOOTING ( -- _I 5 8 L A.B.'s O 48' O.C. AFTER ALL COLUMNS OR bo �-- ( 1 04 ' SHORINGS ARE IN ,11A • . EMBED 4 MIN. IN - PLACE SIMSPON ' SEr EPDXY =1 I I + # 4 0 180 O.C. EMBED s b i MAY 2 1 2804 f • MIN. IN SIMPSON O SEr "- • . — " a$ (N) CONCRETE STEMWALL EPDXY POUR NEAT TO SOIL FACE ' 'o z '�•, _III --. kOrEU AS SHOWN. �• '• � a N �., . .. I t tl'. I r SEE 7/S4.0 1 ~OR INFO. ' /5 CON T. TOP, BOTTOM NOT SHOWN 3' a AND 18' O.C. TYP. _1 } I — I i } - I - e E) EXT. WALL FOOTING v FTG. SIZE AND REINF. • -- e MIN. (VERIF PER SCHED. - ��; i .:=i CIfyRACE�ED KW$LA " _ '- " T USED 8 _ MAY 2 1 Z 11 (N) STEM WALL @ WEST SIDE 8 3/4 1 0 12 NO 14 NEW FTG. TO {E). SLAB 1' = 1' o' • _ - 0 15 {N) STEM WALL EAST TOWER � 4 1 0 �R M17 ���.._ / 5/8`0 x 18 L A.B.'s O 3/8' APA RATED SHEATHING EMBED 4' MIN. IN BUTT END OR END OF tt 2. �" A.B. PER PLAN O SCHED. N�NCH� MT 32' O.C. W/ 2x2x3/16 W/ 8d NAILS O 6' O.C. SIMSPON 'SET' EPDXY ff P.T. SILL PL PLATE WASHERS EDGES AND 12' FIELD P.T. SILL PL PER _ TOP OF CONC. PL/1N do SCHED. 1. PROVIDE A MINM�UM ANCHOR BOLT EMBEDMENT OF 7' BELOW FINISH FLOOR. 2x6 P.T. Silt. PLATE N (E) SUB 4 t° � �� SLAB C 2. PROVIDE ADDITIONAL ANCHOR T 6' - 12' FROM EACH END OF EACH PIECE OF SILL - — - 4 -- - -- - PLATE AS SHOWN ON DETAIL A x J O 18' O.C. SLAB OR FINISH GRADE FIN. FLR. • z • + a 3. WHERE SILL PLATES ARE BORED OR NOTCHED IN EXCESS OF 1/3 OF SILL PLATE ° �� • WIDTH, PROVIDE ADDITIONAL ANCHOR BOLTS 6'- 12' EACH SIDE OF BORE OR NOTCH (E) SLAB I s•r-- CONTRACTOR TO —+ I' f4 REMOVE • AS SHOWIN ON DETAIL B • y ` RE (E) CMU WALL 7:i O.C. IN SIMPSON 4. x x 4 I II- TRACTOR TO AND REINFORCING FLUSH i I- — /4 0 18' SET ALL ANCHOR BOLTS WITH A SETTING TEMPLATE BEFORE PLACING CONCRETE. REMOVE (E) CMU WALL NTH CONCRETE FOOTING = I � "SET' EPDXY A ELEVATION � � STABBING OR PUSHING of ANCHOR BOLTS INTO WET CONCRETE IS EXPRESSLY PRCHBITED, .. AND REINFORCING FLUSH AFTER ALL COLUMNS OR , _ S. PROVIDE A MMNIMUIrI T HE OONCRETE AS SHOWNN ' 4 • �_ WIITH CONCRETE FOOTING SMORINGS ARE IN , I_ ANCHOR BOL PRMCTION ABO VE T - AFTER ALL COLUMNS OR A '- - SHORINGS ARE IN PLACE. ) / 6� MIN. 6' MIN. P.T. SLL PL PER •r '� . • _=� E EXT. WALL FOOLING I 3 16 x 2 SQ. ON DETAIL 12 MAX. 1Y MAX. EMBED 4 MIN. IN _ PLACE. (N) CONCRETE 'I { r (VERIFY) PLATE WASHER, PLAN o SCHED. 6• WHEN ADDITIONAL ANCHOR BOLTS ARE REQUIRED AFTER CONCRETE HAS BEEN PLACED, SIMSPON 'SET' EPDXY - I E !"� STEMWALL POUR _ PROVIDE A307 THREADED ROD OF THE SAME DIAMETER AND OOEDMENT AS REQUIRED I - _ /4 0 18' O.C. EMBED 6 NEAT TO SOIL. FACE , i+ .. BY ANCHOR BOLT SCHEDULE AND DETAILS. INSTALL WITH SIMPSON 'SET' EPDXY PER MIN. IN SNMPsoN sEr AS SHOWN. SEE" WSPECDON IS REMARED. (N) CONCRETE STEMWALL 1 , EPDXY i.C. e.o. No. ER 5279. POUR NEAT TO SOIL FACE •, t 40 a m = 0 O F AS SHOWN. a z CON T. TOP, BOTTOM ° �' 3 NOTE: it e ` . AND 1 8* O.C. TYP. PROVIDE A.B.'s o 48 O.C. ' BORE OR NOTCH #5 CONT. TOP, BOTTOM ' ' _I I I_� + .I _I t I — I II- -1 FOR STOREFRONT IN LIEU OF AND 18' O.C. TYP. 3Y O.C. O SHEAR WALLS 1 _ . • E) EXT. WALL FOOTING 1 -6 _ 6 'SEE S1.0 MIN. (VERIFY) MIN. 16 (N) STEM WALL @ WEST SIDE a 1 = 1' -0" 17 TYP. DOOR OPENING a 3 /4' = 1' -0• 18 NOT USED 1 9 ANCHOR NXT REQUIREMENTS 1' f &* 4 r BAR SIZE x -o� WISH GRADE h" 4 'D' MIN. FOR (2) - 4x4' -o' MIN. a AG. f &* 4 r 8d NAILS O 6' O.C. (3) BAYS 2x BLKG. IN LUSJH SIZE TO - (2) 16d EA. SIDE OF POST (E) ROOF MATCH DEPTH OF (E) BEAM PLY TRUSS TOP CHORD O 48' O.C. TYP. (E) ROOF SHEATHING 4 16d TO TOP OF POST (E) ROOF JOIST TYP. 17 If 2' -0' 'A35' EA. SIDE POST PER PLAN 'MSTC52' STRAP (E) SHEATHING 1 HEM ' PLAN 8d NAILS O 6` O.C. (E) ROOF (E) PONY WALL , PLY (N) 2x6 O 48 0 O.C. W /(3) -16d EA. 'A35 AT TOP AND BOTTOM OF HDR. I LA t 1 /4 SIMPSON CCO5 1/4 `� COULMN SEE PLAN . 4 x 6 BLK G NAIL PLYMtD. (2) 16d (E) � NOTE. ( CONTRACTOR TO VERIFY OR (E) ROOF ( o& SHEATHING TO OLK. W/ 8d TRIMMER W/ 16d AT EDGE NAIL SPACING PER AT 8` O.C. SHEAR MALL SCHEDULE ' .. JOIST DBL TRIMMER AT ?A 6/S4.1 FOR T. ME OF (E) BLKG f r INSTALLATION 1 SECTION @ ROOF STEP 1 = I . -Om 2 HEADER STRAP AT SHEAR WALL 1 All = 1 -0 NO 3 NOT USED 4 (N) COLUMN TO (E) BEAM t = 1 - 0' S NOT USED �NNWN BAYS 2x BL 8d NAILS O 6' O.C. IN ) LUSJH SIZE TO • (E) ROOF MATCH DEPTH OF PL" TRUSS TOP CHORD O 48' O.C. TYP. I (2) 16d EA. KING (2) 16d EA. SIDE STUD OF POST 6 » t _ MAX DBL TOP PLATE s DBL KING STUDS CONT. TOP PLATE (5) 16d STUD TO HDR. ' A35' EA. SIDE ..,, ,, "` ♦ PER PLAN E SHEATHING -------- I O STAGGERED 'A35' TOP AND ` - i BOTTOM OF HDR. 8d NAILS (E) PONY WALL (5) 16d AT HDR. HGT. • .� stl O s O.C. STAGGERED E ROOF i AT CORNER PLY j - (N) 26 O 48 O.C. W /(3) -16d OR HEADER PER PLAN WS24 (NOTCH _ 24) O END TYP. NO (E) ROOF (E) GLB CONTRACTOR TO VERIFY OR JOIST PROVIDE ALL ITEMS DBL. TRIMMER Wf (E) BLKG 16d AT r O.C. TYP. 6 SECTION @ ROOF STEP 1` = 1' -0' 7 DOUBLE KING STUD AT HEADER 1` = V -0' $ FRAMING AT TOWER 1` = 1' -o` 9 NOT USED 14 NOT USED (E) ROOF SHEATHING (E) JOIST (E) GLB i (3) 16d LOWER PLATE TO CORNER STUD. SECT A SECT B (N) BEAM rA SIMPSON A34 - CLIP TYP. - SIMPSON ECCO6 CONT. FRONT WALL PLATE PER PLAN. UPPER PLATE - (N) HSS COULMN SEE PLAN ClTy OF 11A TO BE CONTI, TO END �PpR OF WALL 1/4 MAY Z B AS NOijo (4) 16d UPPER FRONT TOP PLATE TO LOWER SIDE WALL PLATE.tSlr _ At r, ! b j �, v 0 �� -�Il► 11 NOT USED 12 NOT USED 13 TOWER PARAPET TOP PLATE AT CORNER 1 = V -0` 14 (N) BEAM TO (N) COLUMN 1 = 1' - 0' 15 NO USED CR1'Rp,FE1UFO l Z004 �RM�r CE,,rEN SIMPSON AE4 MIN. EA. SIDE (E) ROOF SHEATHING (E) JOIST ( 5) -16D AILS (E) GLB HEIGHT STA 6X6 BLK O . . . . . . . STRAP . . . . . . . . . .. .. . . . . . . . • •_ . . . . . . 2 ROWS DRAG STRUT SEE SHEARWALL E.N. SEE SCHEDULE CMSTCI6 STRAP x 10' -0' CENTER SIMPSON A34 CLIP TYP. O DRAG STRUT/KING STUD (2)2x6 POST (N) BEAM SEE PLAN 16 NOT USED 17 NOT USED 18 DRAC3 STRUT TO SHEARWALL I 1' �. V -p" 19 NOT USED Zp (N) BEAM TO (E) BEAM 0 1' = it.-$ M i v w _* uf.P ART1iAENTO 9330 BALBOA AVENUE SAN DIEGO, CA 92123 (DIM Jock in to 8001 kit Thew drawings and specifications an the property of Jm* in the Box he and shah not be copied or reproduced without its previous written consent. date8 RELEASE: AUG. 5, 2002 PX(JB ONLYY. g 12 -31 -02 PERMIT: 01/14/24 M BID: CONSTRUCTION: 03/15/04 �dVi3iOft8 Q 02/03/04 HL7H. DEPT. REV ® 02/03/04 0*0 REV. ® 03/03/04 DESIGN RE1IE'w REV. Q @A5/04 OVA REV. ® 05A7/o4 o0NS1Rt001 REV ® 05,7/04 SRMft REV O i V 0 6 Z WV W -� - LLJ 7 v !, U 1:1 V V i■iw ad ,4 �v; Y j z�� V r .r bbl A Site information MK TYPE: CONVERSION JIB 0: 8365 ADDRESS: 3742 S. 144TH STREET TUKWILA, WA DRAM BY: RDM H SCALE: AS NO TED FRAMING DETAILS • 1 r i t 1 �.... .. , .r:,..a►• - �.......w .. .... ,. w•�i��+w�fJ�w. «+Z .... --- ,....., . ,« " t Y � ♦:� ..p..wM. �.� ,�. w _ , t .. ' �� • ♦♦a�yye� � � � ; �, :� OW ``M, '�'!. 1 ..^4ti.:;d'.Yr .Y•k` N w t .k�1:id�.' ,+A ', •'1. J.. �,t, r � N 5� � �µ:�C,° '� iVNM. '�i «- •`a�.;'� ,. �... . c7 .. sN ki, iii � .,�' ,. . . . ... . , . ,w' M ! �. r;, r/ �r.>`. R .+�ti�+"�/!r1�r�IgM,•y�.��..�'�4 �.e' w� CONT. DBL TOP PLATES 3/8' APA RATED —� SHEATHING W/ 8d NAILS 0 6 O.C. EDGES do BOUNDARIES & 12' O.C. FIELD 2x6 DF#2 STUD O 16' o.c- (PROVIDE 3x STUDS 0 ALL VERT. PANEL JOINTS AND 3x BLKG 0 ALL HORIZ. PANEL JOINTS. SEE SHEARWALL SCHEDULE) E.N B.N (E) ROOF SHEATHING APA RATED SHEATHING SEE SHEARWALL SCHEDULE OR SD#2 3x BLXG SEE PLAN B.N (E) muss TYP. (2)-164 NAILS TOP k BOTTOM CHORDS TO STUDS 2x CONT. PLATE +15' -10' AFF E.N TYP. ;11 E ., . aJ Q • E.N 2x6 HF#2 FULL HEIGHT STUDS 0 16' O.C. 2x8 LEDGER W /(3) -16d NAILS TO EA. STUD 8d NAILS 0 6` O.C. O (N) BLKG. (E) ROOF SHEATHING (E) ROOF JOIST 2x6 BLKG. O 24' O.C. IN LUS26 JH EA. END 0 24' O.C. _ 16d 0 8 O.C. TO BLKG: 24' MAX. PROVIDE MSTA36 6 LEDGER SPLICE O REAR WALL FRAMING L. 3x4x1 /4 LLH W/ 3/8 x 3' LAG SCREWS 0 36' O.C. IN 1/2 x 1' L( SLOTTED HOLE HIND TIGHTEN ONLY. PLACE LAG AT BOTTOM OF SLOT IN VERTICAL LEG TO ALLOW FOR DEFLE ATTACH ADD'L TOP PLATE TO DOUBLE TOP PLATE W /16d NAILS 0 4' O.C. NOTE` CONTRACTOR TO VERIFY OR PROVIDE TRUSS O (N) Fi4L HEIGHT STUD WAL1_ NAIL W/(2) -16d !NAILS TOP & BOTTOM CHORD TO EA. STUD (O.K. TO REUSE EwsInNG TRUSS). PROVIDE LEDGER AND BLOCKING PER 3/55.0 SIZE TO MATCH TRUSS TOP CHORD IN LUS J.H. 4 SHEARWALL FRAMING 3/ 4 ' = 1 ' -0' 7 (E) GLB TO NEW SHEARWALL 9) NOT USED M M 10) NOT USED DBL TOP PLATE +15 AFF E.N TYP. 9 APA RATED SHEATHING SEE SHEARWALL SCHEDUL.E o D 1/2 APA RATED SHEATHING „ W/ 8d NAILS 0 6' O.C. +15' -10' AFF EDGES & BOUNDARIES & 12' O.C. FIELD 3) -16d 2x4 O 16' O.C. Q 9 2x CONT. PLATE 2x6 CONT. W /(2) -16d W/(2) -16d NAILS EA. JOIST EA. JOIST B.N T' P. •N 9 +9' -11 3 4' AF.F APA RATED SHEATHING ' 2x10 BLKG. - SEE SHEARWALL SCHEDULE OR SD#3 ROOF JOIST 0 SIM. ' (E) ROOF JOIST TOP PLATE TYP. A34 CUP 0 16' O.C. 2x6 0 16' O.0 H2.5 EA. STUD 00� VARIES E.N NO I` (E) ROOF JOIST ARE PARALLEL TO WALL 0 SIM. PROVIDE BLOCKING CENTERED UNDER PARAPET WALL BRACE PER 3/S4.2 I 2x BLKG. 314' = 1' -0` dh +15' -10'' AFF 2x6 HF#2 0 16' O.C. TYP. 2 SIDE WALL FRAMING (LOW PARAPET) 3/ = 1' -0' E.N TYP. CONt DBL TOP PLATES I �H25 EA. STUD 2x6 BLKG. � (2) -16d TO (E) TRUSS TAIL TYP. E) GI-8 3/8' APA RATED SHEATHING W/ 8d NALS 0 GAP 6' O.C. EDGES & BOUNDARIES & 12' O.C. --i FIELD (N) BEAM SEE PLAN --- (OR 4X BLKG 0 SIM) (E) SHEATHING k i 1; i� f4 GAP 9 A35 CUPS EA. END ~ = TYP.' e 3 /4' = 1' -0' E.N Y I�-z- �z L 3x4x1 /4 11M W f 3/8`� x 3` LAG SCREWS 0 36' O.C. IN 1/2 x 1 LONG, SLOTTED HOLE HAND TIGHTEN ONLY. PLACE LAG AT BOTTOM OF SLOT IN VERTICAL LEG TO ALLOW FOR DEFLECTION r PONY WALL AS REQ'D 0 BEAM CONT. DBL. TOP PLATE A35 CUP EA. END FINISH PER ARCH. TYP. i M CONT. TOP PLATES -- E.N — 2x4 HF#2 0 24" O.C.- (3) -16d NALS TYP. - A34 CLIP O 24' O.C. 2x4 HF#2 0 24' O.C. (RIP TO FIT AS REQ'D) Ag 6W / C /g' APA RATED SHEATHING 8d NA ILS 0 6' O.C. GES & BOUNDARIES 0 12 FIELD —� 16d NAILS 0 8' O.C.----.,, A34 CLIP 0 24` O.C. 2x4 CONT. LEDGER w /(2) -1ea NAILS E►. Sou FULL oEarn eucc. RIP —� TO FlT O CANOPY ATTACHMENT LOCA710NS CANOPY BY OTHERS —� CANOPY CONTRACTOR TO PR0IAOE LAG SCREW PENETRATION INTO STUD WALL BLOCKNrG (N0� FUItItING) TYP. i f lool � l 2X6 BLKG. 000ROINAIE— W /CANOPY SUPPORT TYP. 4x BLKG OR BEAM SEE PLAN (PROVIDE 2X6 BLOCKING FOR CANOPY ATTACJiAEN AS Q'd) 9 O TOWER NORTM ENTRY ARCH. +22 -2' AFF A34 CUP MID- HEIGHT 0 24 O.C. 2x4 W#2 STUD 0 16' O .C. 0 RETURN WALL 2x6 DF#2 STUD 0 If O.C. 2x6 DF#2 STUD 0 12' O.C. E ROOF SHEATHING H2.5 CLIP EA. STUD ' : --- (2 )-16d NAILS STUD Tin TRUSS TAIL 4x4 BIXG. IN LUS44 J.H. UNDER RETURN OLK \\' E TRUSS !� E GLB Li ; L = � =I I= j r !! t , f. M T v41 CA ADDRESS: � p 3742 S. 144TH STREET - PARTINENT 9330 BALBOA AVENUE �. SIN DIEGO, CA 92123 m 19% Jodi in the Boot Mac. Thaw drawings and specifications ar the property of Joa in the Box Inc and shall not be copied or reproduced without its previous written consent. datell RELEASE: AUG. 5, 2002 P.M.(JB ONLY 12-31-02 PERMIT: 01 /14/04 BID: , CONSTRUCTION: 03 /15/04 rev�siorra 0 02/03/04 HL DEPT. REV ® 02/03/04 ON" REV. ® 03/03/04 DE51pr REVIEW REV. 03/15/04 00k REV. r r ® 05/07/04 0I5=10 REV. ® 06/17/04 STRllC111RA1 REV. i w o v ! V 06 Z F l WV W cq: (, U a Cie C Q Z �dd �t N � OF TU AP4 ,U�6O DRAWN BY: RDM / MJA �IaIV �•s� ,. Y 1 A 4 � 0 ' � •� as 1� �� j w� _ M site information MK TYPE: CONVERSION r J8 8365 TUKW WA DRAWN BY: RDM / MJA SCALE: AS NOTED O FRAMING SECTIONS S5.0 • I.. .y. .'(.. I ,.1..'f. rt .. �� -. +y , �. �. � . . . � ',,I►.s t' .. <r )+" • .., � as 1 IM r. ,d ► 1t. , r7;:'w� .,w t r..�, . �';. A � ..yc �!!4- 1 � .Ir'rR1':Ia.�tJ�IRs"9gIr:I�.Mt; '�' ,�.� 1/2' APA RATED SHEATHING 1/2 APA RATED SHEATHING W/ 8d NAILS O 6 O.C. EDGES W/ 8d NAILS O 6" O.C. EDGES 0 BOUNDARIES & 12` O.C. do BOUNDARIES O 12 O.C. FIELD HELD CONT. TOP PLATES CON TOP PLATES B.N. TYP. E.N. TYP. E.N. TYP. ~- - -� -- � - - --- 1/2' APA RATED SHEATH" ---- -- - -- '` W/ 8d NAILS O 6` O.C. CONT. TOP PLATES 1 EDGES & BOUNDARIES 0 N 12 O.C. FIELD DBL• CONT. TOP PLATES TYP. DEL CONT. TOP PLATES TYP. - +22 -2 AFF meow- LL HEIGHT 2x6 DF#2 O 12` 0. C 3/8` APA RATED (3) - 16d NAILS TYP. FULL HEIGHT 2x6 HF/2 0 12" O.0 SHEATHING w/ 8d NAILS O FULL HEIGHT 2x6 HF#2 O 12` 0•C 6 O.C. EDGES dr . . BOUNDARIES & 12` O.C. TO'�R WALL BEYOND F1E11� 2X6 O 16" O.C. ' • ' 2x4 CONT. LEDGER 2x6 W#2 O 16` O.C. W/(2) -16d NAILS 0 TOWER WALL BEYOND 3/8" APA RATED EA• STUD TYP. SHEATHING W/ 8d NAILS 0 6' O.C. EDGES & SHE 6 " DBL. TOP PLATE BEYOND • E.N. TYP. do 12 O.C. 3/8 APA RATED 3/8 APA RATED 2x6 O 16 O.C. FlELD 1 /2" APA RATED SHEAR" SHEATHING W/ 8d NAILS O W/ 8d NAILS 0 B.N f +18' - AFF W/ 8d NAILS O 6` O.C. EDGES $` O.C. EDGES & c EDGES & -- 0 BOUNDARIES O 12 O.C. BOUNDARIES 0 12` O.C. BOUNDARIES 0 12 O.C. 2x BLKGa • iFIELD FED FIELD TO FIT 2x4 BRACE. 0 24" ' + 2 ROWS 8d NAILS 0 6 O.C. STAGGERED LL HEIGHT 2x6 DFj2 0 12" 0•C A34 CUP O 24 O.C. O.0 W/(3) -16d NAILS B.N. O BLOCKING T1rP. +15' - 10" A.F.F OR LUS24 J.H. TYP. ' APA RATED SHEATHING SEE 3x6 BLKG l (3) --16d NAILS E) ROOF SHEATHING 2X8 CONT. PLATE SHEARWALL SCHEDULE 2 ROWS 8d NAILS O 6" O.C. STAGGERED TOWER WALL BEYOND W/(3) -16D NAILS EA. B.N. 0 BLOCKING TYP. BLOCK 1 1f APA RATED SHEATHING 2x CONT. PLATE w/ 4X4 BLKG. IN LUS44 E) ROOF SHEATHING STUD CLI w/ 8d WAILS 0 6 O.C. 2 ROWS 16d NAILS 0 J.H. 0 24" O.C. EDGES alt BOUNDARIES O 4" O.C. STAGGERED I B.N. 12 O.G. FIELD VARIES _ _ _ .. .�,_ VARIES — -; — - I - � � 2x6 BLOCKING E ROOF SHEATHING COORDINATE w/ % I ,A34 CUPS 0 12` O.C. � t, CANOPY LOCATIONS DRAG STRUT, SEE PLAN I ' ` (E) TRUSS I � ( 8U(G. a NOTE.—. 4X4 BLKG. IN S44 (E) TRUSS P & PLY CANOPY CONTRACTOR M 2x6 BLKG. COORDINATE J.H. O 12" 04 2x6 BLKG. COORDINATE REMAIN PROVIDE LAG SCREW PE)NETRAl10N INTO STUD wALL W /CANOPY SUPPORT w /CANOPY SUPPORT TYP. \ �. ELOCKING (NOT FURRING) TYP. 3/8 0 X 8 „� 4X4 BLKG. IN S44 N ��O.C. J.H. O 12 0. �; O CONT.- ATE SCREWS O w/(2) -16D�6 / 'O.C. MAX 2x6 CONT. PLATE W/(2) -16d NAILS I I 2 -2X4 DF I CANOPY BY OTHERS I I EA. JOIST TYP. / I I� CANOPY BY OTHERS � / _ _ (2) -2X4 DF #2 \` / 2x4 CONT. W /(2 ) -16d / HEDGER PROVIDE FURRING I LEDGER I i � I As NAILS 0 EA. STUD I PER ARCH. SIMPSON H6 STRAP E TRUSS \ �LNRED I"LZ �.:. I I FA STUD I /✓ t - —� - =- 2x BLKG 1 � � (E) JOIST _ \ PER A E GLB i I L. 3x4x1 /4 LLH W/ 3/8'* x 3 LAG SCREAMS O 36" O.C. CANOPY BY OTHERS IN 1 /2 "0 x 1 ` LONG, SLOTTED SEE ARCH PLANS HEADER LOW PER PLAN HOLE HAND TIGHTEN ONLY. TRIPLE TOP PLATE. FOR LOCATIONS C SEE DETAIL. 7/S5.0. (E) BEAM ENTRY SEE ARCH. DRAWINGS 2x4 0 24" O.C. IN LUS24 JH 0 CEILING WHERE OCCURS I . Id T Ci OF 1. MAY 2 0r74 i AS 1` {J, cL loop i •� (iiie •. t• � l C AE 1- MAY 2 1 ?W4 - jD ER III -- r IL Ill 1 111 11 loo I I • III- � �► , • I I ; s 3 FRONT TONER FRAMING 3/4' = 1'-0'' Z - SHEARWALL FRAMING FRONT 3/4` = 1' -O• 1 SECTION DRIVE •THRU 3/ ". - as.�wr..•�•.►..�..��wu• - ... - .�.�.AS- a. ar wl ...tai. w,v,.... • wn .• ry �-ra -..+- w.�...�...w .... �. .• .. - .- .... .- .. PARTMENTO 9330 BALBOA AVENUE SAN DIEGO, CA 92123 C 1999 Jock in the Bost kit These drawings and specifications are the Property of Jam* in the Box Inc and shall not be copied or reproduced without its previous written consent. RELEASE: AUG. 5, 2002 P.M.(J8 ONLY): #5 12 -31 -02 PERMIT: 01/14/04 810: CONSTRUCTION: 03/15/04 revWms Q 02/03/04 HLTK DEPT. REV ® 02/03/04 090 REV. ® o3Lo3/o4 DESIGN REVEW REV. Q 0311 5/04 GOM REV. ® 05/07104 CON00 ON REV ® 06117104 STIK U &REV. all 00 try a .. Z V 0 6 Z I N UJ �W F-- -� W cu = c� U Q 0,0 2r� � con # � N x gN� O w —a P 3 ¢� .' ��� 10M, .. � �•f.T s site information MK TYPE: CONVERSION BNB # 8365 ADDRESS: 3742 S. 144TH STREET IU KWILA, WA DRAWN BY: Rai 1 HJA SCALE: O FRAMING SECTIONS • r� N . S ...r.� s .' .. t . Kh� .nt• .. +., .:. � :., � .t .'a «. *. '\!M a+.�.. lM-: w ++4rd...W:.:• Y4•P •� . ..'1 1. •?t h + � F. t�. ` r • X': MXit.. ^M'� •Ids' � POST BASES, POST CAPS AND CLIPS SIMPSON STRONG -TiE USP LUMBER CONN. A34 MP34 A35 MPA1 SC460 D46 BC60 D66 H2 RT10 H2.5 RT7 HTC4 NO SUBSTITUTION PCSL PC RPS KRPS Z2 ZC2 ONNECTOR NOTES: AN metal connector shall be installed using the maximum fasteners prescribed by the manufacturer. Use Simpson Strong -Tie Connector where ' NO SUBSTITUTION" Is noted. Use Simpson Stang -Tie Connectors where equivalent USP Lumber Connector* are not specified in the Tables below. QENERAL I. The General Contractor shall verify aN dimensions and site conditions before starting work. The Architect or Engineer shag be notified of any discrepancy. 2. If notes and details are in conflict with these General Notee, the Architect shall be notified. 3. The design, odequocy, and safety of erection bracing. sharing, temporary supports etc., is the sole responsibility of the Contractor and has not been considered by the Structural Engineer. The Contractor is responsible for stability of the structure prior to application of all shear walls, roof and floor diaphrogms. and finish materials. He shall provide the necessary bracing to provide stability prior to the application of the aforementioned materials. Observation visits to the site by the Structural Engineer shall not incude inspection of the above items. 4. AN Concrete Must Be Placed Upon Undisturbed Compact Natural Sol Or Approval Fill Compacted To 90% Of Maximum Density As Determined Bythe Modified Proctor Compaction Procedure Per Astm D1557. 5. AN Backfil Ad jscentto Footings Shall Be Placed In 8" Lifts And Compacted To 90 % Of Moxin*um Density As Determined By The Modified Proctor Compaction Procedure Per Astm D1557. LUMBER (Also no Structural Drawings) 1. AM kunnber shall be of the following grades and species unless otherwise noted: structural wood 2x Joists and Rafters Douglas Fir -Larch No.2 24 Studs (16' -0" and less) 24 Studs (Greater than 16' -0 ") 4x Beams and Posts 6x Beams and Poets L11L Microllam PSL Parallam (Douglas Fir) HOLDOWNS HANGERS SIMPSON STRONG -TIE USP LUMBER CONN. F26P KF26 HUC610 HD6101F HUC66 NO SUBSTITUTION HUC68 ;• HD6101F LU S26 JUS26 LUS28 JUS28 WS44 HUS44 LUS46 JUS46 SIMPSON STRONG -TIE CAPACITY FASTENER SCHEDULE USP LUMBER CONN. CAPACITY FASTENER SCHEDULE HD14A 11080/ - 133% 4 - 1" DIA. STUD BOLTS d: ADS20 (A] 11220# - 133% 4 - 1" DIX STUD BOLTS alt 133X at 4x6 POST 1" DIX ANCHOR ROD 5800# - at 4x6 POST 1 1/4" DIX AN04OR ROD LSTA36 1715# - 133X 26 -10d 3-8d [A] ADS20 requires l rger anchor rod dio tha 13380# - 1335 at 6x6 POST 13710/ - 1337 at 6x6 POST PHD2 -SDS3 3610# - 133% 10 - SDS1 /4 X3 WOOD SCREWS PHD2 4230# - 133% 10 - WS3 (MOOD SCREWS alt SINKERS MSTC28 * 518" DIX ANCHOR ROD 133X 38 - 16d 5/8" DiX ANCHOR ROD STRAPS SIMPSON STRONG -TIE CAPACITY 2 -8d FASTENER SCHEDULE USP LUMBER CONN. CAPACITY Stud to Bois plate, toe -nail FASTENER SCHEDULE CMST14 5709# - 133X 2 ROWS OF 16d SINKERS AT 1 3/4" O.C. CMST14 5800# - 133X 2 ROWS OF 16d SINKERS AT 1 3/4" O.C. LSTA36 1715# - 133X 26 -10d 3-8d LSTA36 1740# - 1337E 26 -10d for naili4 MSTC28 2760# - 133X 36 - 16d SINKERS MSTC28 2890# - 133X 38 - 16d SINKERS IMSTC40 3985# - 133X 52 - 16d SINKERS MSTC40 4105# - 133X 54 - 16d SINKERS USTC52 4740# - 133X 62 - 16d SINKERS MSTC52 5050/ - 133X 68 - 16d SINKERS MS7126 1510# - 133X 26 -1 Od x 1 1/2" KSTI226 1630# - 133X 26 -1 Od x 1 1 /2" M STI36 2090# - 133X 36 -1 Od x 1 1 /2" KSTI236 2255# - 133X 36 -1 Od x 1 1/2 USP LUMBER CONNECTOR CROSS REFERENCE TABLES FOUNDATIONS (Also we Structural Drawings) 1. Soils dasificotion is Sand or Silty / Gravely, Sand. Allowable soil bearing pressure is Assumed 2000 PSF at a minimum depth of 18" inches below lowest odjoant grade. 2. Footings shall rest an firm undisturbed or compacted soil at a minimum depth below finish or natural grade as shown on drawings. 3. Sol Must Be Capable Of Developing A Minimum Resistance Of 2000 Psf. It Is The Responsibility Of The Owner /Contractor To Verify That The Sol Is Capable Of Supporting The Intendend Loads. Any Problems Which May Occur with The Concrete Slab Or Footing Caused By Poor Sol, Improper Compaction, Or Expansive Sol Are The Sole Responsibility Of The Owner /controctor. 4. All concrete must be placed upon undisturbed compact natural soil or approval fill 5. Holddown anchor bolts shall extend 18" into concrete footing (U.O.N.). Secure and locate by templates fastened to the forms. SLAB BASE MATERIAL - (See Notation on Foundation Drawings.) CONCRETE (Also see Structural Drawings) i. All reinforced concrete shah obtain a compressive strength of 2500 P.S.I. at 28 days. Max. water cement rata = 0.50, max. 4" slump. Min. 5 socks of cement per cubic yard of concrete. (Note: Special inspection not required fc" -2000 P.S.I. used in design). 2. All cement shall conform to ASTM C -150, Type I or Type ill. 3. Aggregate shall conform to ASTM C -33. 4. Welded wire fabric shall conform to ASTM A -185. 5. See drawings for miscellaneous iron and steel, etc., to be cost in concrete and for location of floor finishes and slab depressions. 6. Refer to Mechanical and Electrical Drawings for location of pipm conduit, etc.. 7. Pipe or ducts exceeding one -third the slab or wall thickness shall not be placed in structural concrete unless specifically detailed S. Pipe may pass through concrete in a sleeve, but not be embedded therein. 9. The strength level of the concrete will be considered satisfactory if the average of the strength tests of a given area or panel equals or exceeds the specified strength at 28 days„ with no individual strength test of such area or panel less than 5Z below that specified. Concrete that does not meet or exceed these criteria will be removed by the Contractor and replaced with concrete that conforms to these criteria 10. Provide 3/4" chamfers at all exposed corners. 11. Refer to Architectural drawings for molds, groove% ornaments, dips or grounds required to be cast in concrete, and for locations of floor finishes and slab depressions. M A 50N 1. Concrete masonry block shall conform to ASTM C -90, grade 'A' units. size of units to be nominal 8" wide x 4" high x 16" long. Block laid with a running bond with staggered joints, u.o.n. Joints to be raked unless noted otherwise and natural gray color mortar, u.o.n. Block color and type per plans and elevations. 2. Cement shall conform to ASTM C -150, Type I or Type N. 3. Aggregate shall conform to ASTM C 144(mortar) and ASTM C - 404 grout 4. Mortar shall be: 1 part Portland Cement. 4 parts sand, 1/4 minimum to 1/2 maximum part hydrated lime. 5. Grout shall be: 1 part Portland Cement, 3 parts sand, 1 minimum to 2 maximum parts pea grovel with water sufficient to allow grout to flow into all covitnes. 6. Provide 1-1/2" minimum grout space and 1/2 minimum grout between reinforcing and masonry. 7. Block cells shall be in vertical alignment to provide a minimum unobstructed core of 3 "x3 ". Dowels from footings shall be set to align with cores containing reinforcing. 8. All block cells shall be filed solid with grout. 9. Concrete surfaces shall be domed of all loitance prior to setting of masonry. 10. All below grade masonry shall receive a roll on waterproof membrane that is appropriate for the particular application /climate. REINFORCING STEEL 1. All reinforcing steel #4 and larger shall conform to ASTM A615. Grade 60. #3 bars shall conform to ASTM A615, Grade 40. Mil Certificate shall be available at job site prior to concrete placement 2. Dowels shall be provided at pour construction joints and shall be some size as detailed standard lap splice. 3. Reinforcing shall be spliced only as shown or noted Splices at other locations shall be approved by Structural Engineer. 4. Splices in ad*ent horizontal wall reinforcement bars shall be staggered 4' - minimum unless otherwise noted. 5. No. 5 or larger reinforcing bars shall not be re -bent without approval by the Structural Engineer. Dowels shall have a minimum projection equal to standard lap splice unless otherwise shown. 6. AN reinforcing anchor bolts and other inserts shall be secured in place prior to placing concrete or grouting masonry: 7. AN continuous bors or dowels shall lap 30 diorneters in concrete and 40 diameters in masonry. S. 'Provide dowels in footings and /or grade booms the same size and number as vertical wall of column reinforcing. Dowels shall have a minimum projection equal to standard lap splice urtim otherwise noted. 9. Provide the following minimum protective covering of concrete Below grade: (unformed) 3" clear: below grade: (formed) 2" dear. Clear distance is a fixed distance not to be exceeded beyond ACi allowable tolerances. 10. bars noted 'CONT. typical wall reinforcing and vertical column reinforcing shah have a minirxurm splice equd to standard lap splice. H Fir o.2 Man Fir 140 Q Douglas Fir-Larch No-2 Douglas Fir -Larch No.2 Douglas Fir -Larch No-1 1.9E 2.0E 2. AN structural lumber shall be grade marked by a recognized grading agency (W.C.LI.B. & W.W.P.A.) 3. Moisture content of wood at tine of pradng shall not exceed 19X 4. AN ails or plates resting on concrete or masonry which in contact with the earth or resting on foundations shall be pressure treated Douglas Fir. 5. Structural member* shall not be cut for pipes, etc., winless specifically noted or detailed, S. Hales for bolts shall be bored 1/3:r to 1/16 larger than the nomind bait diameter. 7. AN bats bearing an wood dxA have standard cut washers under head and /or nut & AN bolts shall be retightened prior to application of gypsum board, plywood, etc.. 9. 2x solid blocking shall be placed between joists or rafter: at oN supports. 10. Attach 2x nokm to structural steel with 1 If diameter bolts at 4' -0" o/c for attachment of finish noted and shown on Architectural Drawings, unless noted otherwise. PLYWOOD Plywood sheathing. ogins and shear panels shah be any species classified in 'Group V conforming to U.S. Product Standard PS -1 -83. This includes Douglas Fir, ' Wsstem Larch, Longleaf and Shortleof Souther Pine. Sheets shall be laid with long dimensions perpendicular to the trusses or joists, See schedule for grads and index. i . Oriented Stand Board (O.S.B.) of equal or better rating may be used as allowed by local building deportment Contractor is to verify use with inspector prior to installation. r NAILING SCHEDULE This riesling a typical unless otherwise noted or detailed. AN naffs shall be .foist to sill or girder, toe -nail ea side 3-8d Bridging to joist, toe -nal each and 2 -8d Sole plate to joist or blocking. face nail 16d AT 16" ac. Top plot* to stud, and noi 2 -16d ; Stud to Bois plate, toe -nail z Double stud„ face nail -- .- _.._.......- ...._._. ........ ....... 16d AT 24" o.c. Double top plate% face na1 -......... 16d AT 16" o.c. Top plates, laps and intersections, face nail --- _ ----- 2 -16d Continuous header, two pieces 16d AT 16" a.c. Calling joists to plate, toes- noi .........................._.........._.._. ........................._..... ..� . 3-8d Continuous header to stud. toe -noi -- - -- --­--- -.-- -. .---.. ---- -- . 4-8d Calling joists. laps over partitions. face nail 3-16d Rafter to plate, toe -nail 3-8d Truss to plate, toe -rte-- .. ......................r. ....._..........-. ............................._. 3-8d Built -up comer studs.._. -..._ ....._.._.. _.. ..... 16d AT 24" o.c. Plywood sheathing - See Structural drawings and details for naili4 Wing joists to parallel rafters, face nail ..-.. .........._ .................. ... 3 CONNECTOR NOTES: All metal connector shoN be installed using the maximum fasteners prescribed by the manufacturer. _ Use Simpson Strong -Tie Connector Structural Steel Shall Be Dstouled, Fabricated And Erected In Accordance With The Aisc Specification For Design, Fabrication And Erection Of Structural Steel For Buildings. All Structural Steel W- Shapes Shall Conform To Astm A -992. Fy = 50 KsL Unless Noted Otherwise. All Structural Steel M, S, Hp. Channels And Angles Shall Conform To Astm A -36 Unless Noted Otherwise. All Structural Steel Flat Plates Including Cap Plates, Base Plates. Connection Plates, Etc. Shad Conform To Astm A -36 Unless Noted Otherwise. Square Steel Tubes Shall Conform To Astm A5oo Grade B. All Brits Shdl Conform To Astm A -325 And Shall Be Installed Snug right Unless Noted Otherwise. Special Inspection Is Required Per Ubc 1701.5.6 Clean. Prepare And Shop Prime Structural Steel Members Except Surfoon To Be Encased In Concrete Or Grout And Surfaces Within 2 Inches Of Field Welds. Apply Two Shop Prime Coats To Areas Which Will Be inaccessible After Erection. NI Welding To Be Per Aws D 1.1 Using Shielded Metal Arc Method And E7oxx Electrodes. AN Fabrication Shall Be In The Shop Of An Approved Fabricator Or Field Welded With Special Inspection. AN Melds To Be Performed By Qualified Welders. CO OF �IPi►��, �A MAy2 904 O 5 � AA z i �MiT 170 ��f G Pi►RTMEMT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 C 19% Jock in the Boot Inc. These drawings and specifications are the prapert y of Jack in the Box Inc and shall not be copied or reproduced without i ts previous written consent. dates RELEASE: AUG. 5, 2002 P.M.(JB ONLY): 15 12 -31 -02 PERMIT: 01!14/04 BID: CONSTRUCTION: 03/15/04 revisions Q 02/03/04 HL H. DEPT. REV ® 02/03/04 0*0 REV. ® 03103/04 DE" REVS REV. Q 03/15/04 00A REV. ® 05/07A4 06= 101 REV. ® 05/'17/b4 S1RllCUM REV. 00 0 i N V 06 Z WV W v r � V G (5 : so J. a alt 'tea; � l�IIAL. P ig m As site information MK TYPE: CONVERSION A #: 8365 ADDRESS: 3742 S. 144TH STREET TUK Wi LA, WA DRAWN BY: RpA HJA kALL -A$ NOTED STRUCTURAL SPECIFICATION SP200 �t .i 1 t r ` , ,r �t .i 1 t