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HomeMy WebLinkAboutPermit B95-0105 - HARTUNG GLASS - TENANT IMPROVEMENT , ' k'q &IJ'��• � us CITY OF TUKV6/1 .^� et84S �° Vapartment of CA,,munity Development -- Permit Cent S Q liz = 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 19Q8 ''r (206) 431 -3670 • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT DATE ;IN m . ; . <• :: ::::<•.:::<: >::.:>:: <:.: .EQUIREN{E .:.: COJ1lIME ..: . .:.:. . BUILDING - ( I • NSULTANT: Date Sent - Date Approved - � initial review RO TED i FIRE —, I Y INIT: FIRE PROTECTION: prinkiers • Detectors • N/A 2�((G ^ /C+ FIRE DEPT. LETTER DATED: e^ 0 - INSPECTOR. G'.,,/�' 1111 I ANNING ZONING: BAR/LAND USE CONDITIONS? Yes (�1Iio REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- s- E- UIRED W- PUBLIC UTILITY PERMITS REQ? Yes , No WORKS PUBLIC WORKS LETTER DATED: INIT: ii OTHER INIT: BUILDING - - TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDI'I'I N (year): final review INIT: °Yes 0 No / - • ki BUILDING I OFFICIAL INIT: j REVIEW COMPLETED AMOUNT CONTACTED OWING: DATE NOTIFIED BY: (init.) ___ 2nd NOTIFICATION . ; ji , 2 ;I BY: 3RD NOTIFICATION BY: 554 .3O Mt.) 01'08193 -_ BUlLDIN1.PERMIT C iTY OF TUKWILA ; . :: f , Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431-3670 DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE Q, PLAN CHECK PLAN CHECK FEE NUMBER elq I tti BUILDING SURCHARGE , ; v;' ) Ai; ,V MUST F8E OTH : ' FI j :43t Cpjta -L, f ` ' Y lc, SITE ADDRESS SUITE # VALUE OF CONSTRUC•i ION - $ 172 o \Y i" k e-r HAG N W et . ' P OJECT NAME/TEN • T ASSESSOR ACCOQUNT # �� CIt • t )1 M W CvZ ■ gbg 02_. TYPE OF O New Building U Addition v g,Tenant Improvement (commercial) Li Demolition (building) WORK: (] Rack Storage 0 Re_ roof 0 Remodel (residential) , 0 Other: DESCRIBE WORK TO BE DONE: {N LL HEW PE 51E1y MO/ 7 it OrriCiS 1Lty C, IU04 eti blocs, h u 1.1 ew age 02E4 tt-rto Him (bFiceete t al li. cv7 BUILDING USE (office, warehouse, etc.) DWIG NATURE OF BUSINESS: en tg 01116 WILL THERE BE A CHANGE IN USE? No U Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 60 Tenant Space: kw:, Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No O Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: XSprinklers U Automatic Fire Alarm System PROPERTY OWNER iek G'©1 ..{+ PHONE (0*(0,z/ova ADDRESS vino W55- v -r hlIGH 1° f 4Lt�117) l41 ZIP (,i, � CONTRACTOR PHONE PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT gq ip �, & ` 1.¢6 1 i 8 L - PHONE 0 . 7 ADDRESS iu hh I�iGUi�I 0.. e.0). Elcttre , ZIPQ ) HEREBY:; CERTIFY::. THAT I. HAVE READ..AND :EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT,: AND.;u !,Ij ZED TO.APPLY FOR<THIS?PERMIT BUILDING OWNER SIGNATURE 497 , R, DATE I °� OR AUTHORIZED PRINT NAME 1 0 • it PHONE A i , , AGENT ADDRESS i8 l kilvfu F •). CITY21' d . 1 u . CONTACT PERSON ip, L PHONE . . .,44 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES -. .. . . .. • SUI§'IVIITTAL CHECKLIST ..................................,.....,........,:::...,..„ ........................:..........,...... .......„........................... .................„............................................................., ......---.....-...„.....••••••••.„.......:..,................. . , .. :... . ...,,...„. ..• BAMERCIAL '....; .....,,:.f..,..:.,.:.0:u,q::',4:',.':',.,?:ii:,::•:::".:*ii.l':::::',::::::::.,..,,:..':::::„'„.::„:%il-: ' , ..'-.......--,- ''iiriiiic• application .....9::*;,:::::.:::::::',:::::::.:::.,:::.:::::::::::i:;.:•:::::::::::::::::::::::::;:.:::::',::::::i.::•::::::,:: (:.'ile:ifor-. 99911::..:..:„,...:-..:::.i:::::::::::::?..::::::::::::::: CO-- .... ........":,.:•:.• •-i......iiioN%::•:.::..:.::::::.:,i::::i.::,,:.A::.,i::''::',.':, .......,: , Li.: iiiiiletedbujtoingtp...:..„:„.:...„.„...„....:„......,,,,.:.„,...::::.„.i.:„....i....„:::::;:::„......:14A::::::::::....:::•..:::.:.::::::::::::,:::::.".::.:::::....•!...:::,..,:::,., NEW COMMERCIAL B . 0 . 1------" • . 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' . • ' - .'.r6...cioir04.i(Yfff,±..9f....::::':, ::::ft of thojp,....,............................. , .... • ' • soils • '' informa port :qTy ...........,..:....: .. . . .., . . . top ograp hi cal ling,...,.,..„ . ...... . ‘‘ .. ... l .••••. •••••,.. •: . , . .'•• . • . ..: . :•••„...:....,::..,:.•.•••••••• •••• . . • . • • dcgtiona .. ,. . A conditions a ::::....•.........:. . 1994 Washin. n State Nonresidential Ener. Cod-- r,om•Hance Form Envelope. Summary - - Climate Zones ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms I ,� ' + , �C ..- - April. 1994 Project Info Project Address ���lb l0 r �I �WK1111p TJ � tI.►/ /, IL& y I • Date 4 t VI For Building Department Use RECEIVED CITY OF TUKWILA Applicant Name: VAt,IQ Kola. I1 1N gn5b13 Niue • ' 1 0X905 Applicant Address: , Applicant Phone: 433 8mi PERMIT CENTER (Project Description ❑ New Building ❑ Addition Alteration ❑ Change of Use ❑ Prescriptive /4 Component Performance ❑ ENVSTD ❑ Systems Compliance Option (See Decision Flowchart (over) for qualifications) Analysis Space Heat Type ❑ Electric resistance Id All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note: Below grade walls may be Included In the (vertical & overhd) divided by Wall Area times 100 equals % Glazing Gross Exterior Wall Area if they are Insulated to the level required for opaque walls. L+10 T Vf eo0 X 100 = 11,1% Concrete/Masonry Option ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior - maximum U- factor Is 0.19 Minimum Insulation R- values Insulation on exterior or Integral - maximum U- factor Is 0.25 Roofs Over Attic It If project qualifies for Concrete/Masonry Option, list walls All Other Roofs I • with HC a 9.0 Btu/ft'-'F below (other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls II from Table 20 -5b In the Code. Below Grade Walls 44/k Wall Description U- factor Floors Over Unconditioned Space (Including insulation R -value & position) Slabs -on -Grade lQ\ Radiant Floors Pill Maximum U- factors Opaque Doors 0400 (00 Vertical Glazing ( 40 Overhead Glazing Rik Maximum SHGC (or SC) VerticaUOverhead Glazing I I Semi- heated space' Minimum Insulation R- values Roofs Over Semi- Heated Spaces' I 1-1/4%. 'Refer to Section 1310 for qualifications and r equirements Notes: 11� 1994 Washington State Nonresidential Ener. Code Com • Hance Form i , • Envelope Summary .ck) . Climate Zon ENV- S 1994 Washington State Nonresidential Energy Code Compliance Forms April, 1994 Decision Flowchart Use this flowchart to determine if project qualifies for the.optional Prescriptive Option. for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope Electric Resistance: Space heating systems which use electric resistance elements . requirements, the following two categonss comprise all space heating types: • as the pnmary heating system including baseboard, radiant and forced air units Other. All other space heating systems including gas, solid fuel, oil, and propane C Start ) where the total electric resistance heat capacity exceeds 1.0 Wltt of the gross , space healing systems and those systems listed in the exception to electric I conditioned floor area. Exception: Heat pumps and terminal electric resistance resistance. (continued at right) y heabng in variable air volume distribution systems, Electnc Resistance no", Heat? • yes ,' All `, /Masonry ` .. 'N 7 All N, <, walls R -11 »..4(Vall Criteria OK ?i Wall Criteria 01<t>.<4- walls R -19 • '-insulation?. , " no \\elow) , Yes yes ". (below) ' no "ipsulabon ?/ - \ • yea: noY ‘-'no yes <40%\ lie( II .. <25 %�. .- <20% > < .. ' <20% \, a � "Gi zlii ? no no �9� ing7/, �' no no �azing2/ yes r yes yes 7 yes if Y All Insulation Installed? 1 All insulation Installed? All Insulation Installed? All Insulation Installed? Opaque Walls R -11 'Opaque Walls R -11 Opaque Walls R -19 Opaque Walls R -19 Below grade walls (ext) R -10 I Masonry walls (int) U -0.19 Masonry walls (Mt) U -0.19 Below grade walls (ext) R -10 Below grade walls (othr) R -11 'Masonry walls (other) U-0.25 Masonry walls (other) U -0.25 Below grade walls (otter) R -19 ,Roofs over attics R -30 ;Below grade walls (ext) R -10 Below grade walls (ext) R -10 Roofs over attics R -38 All other roofs R -21 i Below grade walls (othr) R -11 Below grade walls (othr) R -19 All other roofs R -30 (Floors over uncond.sp. R -19 'Roofs over attics R -30 Roofs over attics R -38 Floors over uncond. R-30 'Slabs -on -grade R -10 iAll other roofs R -21 All other roofs R -30 Slabs -on -grade R -10 Radiant floors R -10 Floors over uncond.sp. R -19 Floors over uncond. R -30 Radiant floors R -10 Opaque doors U -0.60 (Slabs -on -grade R -10 Slabs -on -grade R -10 Opaque doors 0-0,60 'Radiant floors R -10 Radiant floors R•10 Glazing Cntena Met'? 'Opaque doors U-0.60 Opaque doors U -0.80 Glazing Cntena Met'? Glazing Vert OH I Glazing Cntena Met? Glazing Criteria Met? Glazing Vert OH Area % U U SHGC Area % U U SHGC 00-15% 090 1 45 100 !Glazing Vert. OH Glazing Vert. OH 00-20% 0.40 0.80 1.00 15.20% 0 75 1.40 1.00 I 1 Area % U U SHGC Area % U U SHGC _, 1 20.30% 0.60 1 30 0.85 l 0045% 0.90 1.45 1.00 00-20% 0 40 0.80 1.00 yes I no 30-40% 0.50 1.25 0.45 1 15.20% 0.75 1.40 1.00 i 20.30% 0.60 1.30 0.65 yes no no ;yes ! 30-40% 0.50 1.25 0.45 I no' yes I Y Prescnphve I Path Allowed 1 y Y Y Component Performance or Systems Analysis Required Concrete/IVIasonry Option* Wall Heat Capacity (HC) "If the area weighted heat Assembly Description Assy.Tag HC " Area (sf) HC x Area capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Totals Section 2009. Area weighted HC: divide total of (HC x area) by Total Area iy'G 'tih t • 1994 Washing .State Nonresidential Ener. Cod '' ''om•liance Form Envelope UA Calcula ions Climate Zone 1 ENV_VA 1994 Washington State Nonresidential Energy Code Compliance Forms April, 1994 Project Address �✓ ►* i �r 1 m,.• Date '��1% Space Heat Type ❑ Electric resistance n. All other For Building Department Use Glazing Area as % gross exterior wall area I I, % Concrete/Maso O . tion ❑ Yes gi No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component Proposed UA Target UA List components by assembly ID & page # U- factor x Area (A) = UA (U x A) U- factor x Area (A) = UA (U x A) U= Plan ID: io ► l Q. k6U : 0, 04,7 . 12 4,1..9 p; - a ' 17 a U= Plan ID: Glazing % Electric Resist. Other Heating o , U= Plan ID: 0-15% 0.40 0.90 t ' U= Plan ID: >15 -20% 0.40 0.75 > E.5 U= Plan ID: >20 -30% not allowed 0.60 U= Plan ID: >30-40% not allowed . 0.50 U= Plan ID: (see Table 13 -1 for Conc/Masonry values) U= Plan ID: U= Plan ID: A ' / Glazing % Electric Resist. Other Heating o' o U= Plan ID: {4 /L, 0 -15% 0.80 1.45 v •g U= Plan ID: ��, III >15 -20% 0.80 1.40 p' O U= Plan ID: >20-30% not allowed 1,30 U= Plan ID: >30-40% not allowed 1.25 U= Plan ID: (see Table 13 -t for Conc/Masonry values) Fr m U Plan ID: �WbDI7 '24 62,i b'� --......0.—....... l 8 U= Plan ID: • Electric Resist. Other Heating Q. 0 O U= Plan ID: 0.60 0.60 R= Plan ID: 8 o R= Plan ID: I �p Electric Resist. Other Heating R= Plan ID: 0.031 0.036 R= Plan ID: 0, `- lert, 1 2,, / Dr7 ezta E $ R= Plan ID: Electric - Other O o: R= Plan ID: • • 0.050 R= Plan ID: CC>mG'terttai2.lF•kp D ( 1Q,, Vic, ,(OZ ;, .. R= Plan ID: 0110,30 tr`Tlx 10)X 101 v t Z (457/ 177, , m 0. ' R R= Plan ID: g R= Plan ID: Electric Resist. Other a = R= Plan ID: Q Ordnary 0.062 • 0 R= Plan ID: Metal stud • • R= Plan ID: • • R= Plan ID: • • '^ R= Plan ID: m g R= Plan ID: Li ` / • , PR R= Plan ID: I • • . • • • • O R= Plan ID: Metal stud • > in R= Plan ID: O b R= Plan ID: hi PI Electric Resist. Other Heating $ g R= Plan ID: 0.029 0.056 u- :D R= Plan ID: R= Plan ID: _ 2 . R= Plan ID: I Y / Electric Resist. Other Heating m o a R= Plan ID: F =0.54 F =0.54 N R= Plan ID: (see Table 13-1 for radiant floor. valuee) For CMU walls, Indicate core Insulation material. (AK) 106.E OA 107 1 Totals Totals or) , For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. 1994 Washin • 1 State Nonresidential Ener• Cod om • liance Form ' Envelope SHGC Calculations Climate Zone 1 ENV -SHGC 1994 Washington State Nonresidential Energy Code Compliance Forms April, 1994 Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC* x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A Plan ID:E!,6�b1� /•Itl6tlI ..� , 4'C, IC' Plan ID: Resist. 6 Plan ID: 0-20% •.• 1.00 VI N Plan ID: • • • . Plan ID: • • atlowed • Plan ID: (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturer's SC may be used In lieu of SHGC. Totals' 41(7 do, Totals 4,-!a For compliance: 1 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC Target SHGC List components by assemy ID & page # SHGC* x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A or Plan ID: N Plan ID: N/A Glazing % Electric Resist. Other Heating O Plan ID: 0-20% 1.00 1.00 rr v Plan ID: >20-30% not allowed • 0.65 • > Plan ID: >30 -40% not allowed 0.45 O Plan ID: (see Table 13-1 for Conc /Masonry values) 'Note: Manufacturers SC may be used in lieu of SHGC. Totals Totals For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Target Area Adjustment Calculations , If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas In the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used In calculations below. Roofs over Attics Other Roofs Walls Note: Glazing Area 1: OG= 2: OG= 3: VG= OG = overhead glazing Opaque Area 4: 5: 6: VG = vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area ( __J x %% 1 100 —F j Target OG Area in Roofs over Attics Target OG Area In Other Roofs 1: Max OG Remaining 2: Target VG Area F Target OG's, circle 17: ( -- a lesser (circle) = 18: — 1 — a lesser (circle) = ( and use the lesser values both here and 7: 8: below. Proposed Opaque Area Proposed OG Area VI Target OG AreaW Target Opaque Area Roofs over Attics 4: + 1 : — 10: = 13: Other Roofs 5: + 2: — 11: = 14: Total Target OG Area (sum #10 + #11) • Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area 1 Walls) 16: 1 + 13: I — 19: 1= 115: I Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9. 12, 13, 14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front. • Target values 9 & 12 are also used in the applicable Target SHGC calculations above. . r 1994 Washin•t.- State Nonresidential Ener• Code .,om•liance Form g Summary ''.. LT -SU 1994 Washington State Nonresidential Energy Code Compliance Forms April, 1994 Project Info Project Addresst1 O I��r�•�1•� \/A L ,�,1 Date 41 } 2 w/►�i.� ��1 la's fr6 ! N For Building D Use Applicant NameITAIAMO y Applicant Address: et IN l �( ME* Applicant Phone: 33.. }1 Project Descri . tion ❑ New Building ❑ Addition ' Alteration Compliance Option ❑ Prescriptive Xi Lighting Power Allowance 1:1 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) • Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60 % of the fixtures are new, and installed lighting wattage is not being increased e Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per ft2 " Area In ft Allowed x Area /.k VI • tr 4a,- - I 4.. - 3 ;. S, e., 1 i(2__, ©, C2 - 1 r l/'�3i[r,.�l 10e121 .ttc is. g-re r - From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts ifffj,,ND Pro . osed Li. htin • Watta : e (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed ■ f22ICJrV2IIM IIITZWEN2Fi11KMAIl �ilr��'IIIMILi b — IOW r o - l6e all 0 r iJ' �/.�mo ____ n rmFami_ ',_ • 0u4o i . c' .r. 11/1 1 '� idea ^ irl2ts .: O - igte'6 maw if% I •' I d b ' tort r bN �� �:0111111111111[5.' Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Maximum Allowed Lig g Wattage (Exteri or) N�„� Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) 7.5 W/lf Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts _ Proposed Li; kiting Wattage (Exterior) HA (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts r i 1994 Washin•t ^ State Nonresidential Ener• Code. (om•liance Form • Lighting Summary. (' ck) LTG SUM • • 1994 Washington State Nonresidential Energy Code Compliance Forms April, 1994 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: Note: II occupancy type is 'Other and fixture answer is checked, the number of fixtures in 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and the space is not limited by Code. Clearly indicate these spaces on plans. If not 2. Lamps are T -5, T -6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and qualified, do LPA Calculations. 4. Ballasts are electronic ballasts Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting LPA LPA Use' (WIft Use' (Wift') Painting, weldinic ,, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference /exhibition hall'` 2 Assembly spaces', auditoriums, gymnasia', theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants /bars' • 1 Cafeterias, fast food establishments' 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto re • -ir sho • ° 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses ", storage areas 0.5 Libraries' 1.5 Aircraft storage hangars 0.4 Nursi • homes 1.5 Parkin. •arages SKIM Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1,4 s Plans Submitted for Common Areas Only' Schools buildin•s, school classrooms, da care centers 1.35 Common area, corridors, lobbies exce•t mall concourse 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas In facilities of other use types (including but not limited to schools, 1.2 hospitals, Institutions, museums, banks, churches) Footnotes for Table 15 -1 I. In cases in which a use is not mentioned specifically. the l.'nil PowerAllowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet. unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per toot of ceiling height above twelve feet. 4. For all other spaces. such as seating and common areas. use the Unit Light Power Allowance for assembly. 5. Watts per square foot ol'room may be increased by two percent per toot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In eases in which a lighting plan is submitted 1'or only a portion of'a floor. a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square tbot shall be used for the common areas, which may include elevator space. lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the tire engine room. the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating. the Unit Lighting Power Allowance for the court area is 2.6 watts per square tbot. 10. For both Retail A and Retail B. light for free- standing display. building showcase illumination and display window illumination installed within two feet of the window are exempt, Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot. including all ceiling mounted merchandise display luminaries. H. Provided that a floor plan. indicating rack location and height. is submitted, the square footage for a warehouse may be defined. for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) ol'the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. - GENERA 357.18 *IN*.A*iitit..A.A*hititO*Oill*A401 TOTAL 357.18 CITY OF TUKWILA. WA THAN SMIT CHECK 357.18 le*AA4***/./**0*A**.A.A.****AAAAAA*A0A0A*A Lao irttai4smiT Number: 94002119 Amount: 357.113 0 4 / 1 0 / 1 5 CHANGE 1771 0 15:34 Payment Method: CHECK Notati on: DAVID KC:HLE ARCH I n Eft 11 A00 Permit No: U95-01,05 Type: -8111.1 BUILOING PERMIT Parcel No: 362304-9097 Site Address: 17830 WEST VALLEY HY Total Fe: 911.18 This Payment 357.18 Total ALL Pmts: 357.18 Dal ance: 554.00 ****A**or*****A******11***AA10******A*******0*****414**.A.Aic*Aleiiiiksttic Account Code Doser I pt i on Amount • • 000/345.830 PLAN CHECK - NOPIRES 357.18 • aulul-uP to.00r 4 5&,, SKETCH OF ELEMENT Note: Make copies of this form for every building element. 5tLIL*414 r _ ,11 tt-taltam lizitilititj tbi 13.6114c4- fizu) tee - tb Pea— A11 11111111111 111111111111111111111111111111111111111111111.1k ‘71•11'. 2t flC- Framing ing Ratio ( If applicable) GVI 1t" LE' Thickness Ruin R Value R value Material Inches Thickness Solid Cavity lkiNve J H • 0 ic91 11 3 6 1.1 Uttit2 gtti 0 . 10 . 4 4 p ro p O• 01 01r( Acpuq. co ItANolu /4=1 • 1.1 1 • . Summation R Values IS. 0- • U m 1/R C9•0694 • • • U Value for Element (Avg.) 0'404 • • Area of Element* an * Area of Element Is net area after openings such as doors, windows and skylights have been subtracted. RECEIVED CITY OF TUKWILA APR 1 0 1995 ... PERMIT CENTER Girt tieC nt : OC2j .1 SKETCH OF ELEMENT Note: Make copies of this form for.svery building element. it Va Mil. up Q24 to 111- uP - 1 B • II ebtr Pet luettal . 61,10:01S ' .. t 1 • r w Framing Ratio (if applicable) at • S. • . • Material 3 Thickness R /In R Value R value Inches Thickness Solid Cavity► x C�Nae Co VL- , b� .51 ' Yb e • p.e>.p• alt, , ` • . Summation R Values . 1 • • u ID: 1/R - .t% u Value for Element (Avg.) _ ": 1 g ' Area of Element' . " Area of Element is net area after openings such es doors, windows and ikylights have • been subtracted, • [. RECEIVED CITY OF TUKWILA • • APR 1 0 1995 PERMIT CENTER ' • RECEIVED • r` q ' CITY OF TUKWILA • • APR 1 0 1995 PERMIT CENTER MAR 14 '96 16 01 D KEHLE ARCHITECT P.1 /2. poi 12878 INTERURBAN A IUE SOUTH LEIIT[ L. ®IF T!'[R1�1GJv SET '" tuba, SEATTLE, WASHINGTON 98168 (206)433 -8997 FAX: 246.8369 • liaM nor NO. 11 I . ,1 (//r • /l architect °eI • TO (t vj Of TuY w I 1 g../ .i. L A SS A)( - 2 p • • • WE ARE SENDING YOU Qt Attached ❑ Under separate cover via the following items: ❑Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications l?f Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval 0 Approved as submitted ❑ Resubmit copies for approval o For your use 0 Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Retum corrected prints ❑ For review and comment ❑ O FOR BIDS DUE _ 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS J X1/1. wri govt_ u- Lc 1 AL.' MIL GI USS• D MAR 14 1996 • COPY TO ' COMMUNITY .__._ SIGNED: ( DEVELOPMENT LOPMENT It onWoouna en not ss now, kindly notify us at once. MAR 14 '96 16 01 D KEHLE ARCHITECT P.1'2. p 12878 INTERURBAN AC L� lUESOUTH . ET`lJ'r ©( �f'[n3/�1G�JZS[�llp`U`"lMIL SEATTLE, WASHINGTON 98168 • l . (206)433 -8997 FAX: 246.8369 • DATE / JOa NO. ATTENTION Le I ( / Y 5071 a rchitect. . TO (( ._p.0 ¶uX w 1 I ui 44/ al A 5. WE ARE SENDING YOU 2 Attached ❑ Under separate cover via ,..the following items: ❑ / Shop drawings ❑ Prints ❑ Plans 0 Samples ❑ Specifications Copy of letter ❑ Change order ❑ ____ COPIES OPIE DATE NO. p r DESCRIPTION i l� -9S --- ~ 1� D � � r- r� (A go (` ��� d (,i,t�c�.P� fir') •- - - r 14i( cam °" THESE ARE TRANSMITTED as checked below: / , ` (4/0 , IL ❑ For approval 0 Approved as submitted '! y � r , � � P / c6' A I ❑ For your use 0 Approved as noted ❑ As requested 0 Returned for corrections ��` tin , ❑ For review and comment ❑ / r'�4 ✓il el O FOR BIDS DUE 19 ' 0 PE '" REMARKS 4 OIL J L I/ iL 4 r/ GC L -1- ki i ' 5 (--ei5 -- � aSC�(SS'. c'wt -ti c(I C (J a ha 2 6y1 G; S (ci •t✓ vie An, PyE E0 v,,r ED • • MAR 14 1996 • COPY TO - COMMUNITY SIGNED: L'J 1c .j DEVELOPMENT II ondoeuna an sot as nets4, !Until, notify us et once. r ?f;•SP =;E. `.i �:::,,, i,u "t }il!t: E..:;i 4 %i:. , .�= t; ^.i tin .,•;ts tAit Ya?'^1 4xtr x 1.41:/.. Sa art.. ea Ilk AP to.r s.cvw... nun. M,. n. w.. Te. w. e......,.... «_«.,__. ... _.. MAR 14 '96 1602 0 KEHLE ARCHITECT P.2/2 I : 1 4 r ...�' i david kepi 1 November 28, 1995 City of Tukwila 5200 Southcenter Blvd. Tukwila, WA 98188 ATTN: Mrs. Shellie Bates RE: Hartung Glass Permit #895 -0105 Dear Shellie, I am writing this letter to request for a 6 month extension on the above mentioned permit due to economic considerations on relocation of Corporate offices and plant needs. If the request is granted we will proceed when conditions become favorable and obtain the permit. If you have any questions, please call. S • e Davi. K =hle DK /ck (206)433.8997 ❑ 12878 INTERURBAN AVENUE SOUTH • 0 SEATTLE, WASHINGTON 98168 , , .. ..i'.. ... . ,.. r .. t' .. .... i _. .. ..... r. .•,. :. .)•tilt':. ..n ... .. ... .. }.. ..,. ..•. �.,.. •i.T� T` }�fi. Y}j.( „ + 1. �'£ c. '-�Y ,. ? CI.t.. rig 12878 INTERURBAN A . \ lUE SOUTH ILETTE CU” UQ °�ASuUUFT T L 0 SEATTLE, WASHINGTON 98168 I L a g (206)433 -8997 FAX: 246- �r� ■ _ Y / DATE JOB NO, � VV ATTENTION '�` 11995 archite RE COMiMMUNI 1 Y -- TO t W ulf DEVELOPMENT `"""1 - e rr, -° cg- ie., om—.....-- WE ARE SENDING YOU fQ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications 21 Copy of letter ❑ Change order ❑ COPIES DATE NO. • DESCRIPTION I _ , L . ' 4 •• v • ■ 1 + % ► I r 0 r u., i4v., THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution I fig As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE , 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: rsoouc �a IK, WUohWaoun If enclosures are not as noted, kindly notify us at once. . ' • - , . ' . • '• • '„ ' . ' • • . . - , .... , , , . , , (..,_.- _ . . I . 1 . . ---.------ gmar -... , .....................---..--......... , • . , . . cur 4)04' 0 P4 I e...ter 0 04 . 0 . . Wommimmoi....,.! . 11111111111111111 1 v, J 7: . ; ,4, 0 . e. j . 7 6 a • . . . . . - - -::.7 --------- 7- 1 . 1 - .3 .. ........„ .....,.., ,• ..........- ...... -----.----"<"----...„.„ ■ , , I 1 . ,-----"*. ---.--- ....., .• . ... .. - • . ..• . 1 ' . . , ... j ...........viv...8*•••••••••VVV*.o ..v■••••,... • . • . , 1 121 I,- Co'/2." • 1 . IL.= 6 '/2 org PO /Oar 0e/4 r . . . . . . . . ... .....-, . . #12- tatt Cni,./K5 i . ""."—'" D: "eie lownw.............................M••••••■••~. . / •• ' ' , el :!' JOB tiO: ti I fi et 1: '4: l' e$4 • ,%. is:I;4 ■••■•■••■•■••••■•VVVY ' . V . DATE: i4/(1-.5- ENGINEERS NORTHWEST, INC. ' SiONAL . - SHEET 6869 WOODLAWN AVE. N.E. SEATTLE , WASHINGTON 98115 EXPIRES 8/20 6 .,.---...... ' 1 • ENG I IL ERS — NORTHWEST i. -iNC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 • SEATTLE, WA 98115 - (206)525.7560 • FAX # (206) 522.6696 Joe No. Jon NAME G ��- ICr. ,$g. DATE «/ Y-"') , SU9JECT • - - SHEET / OF BY G h ¢•G n , r 4. ve /t G 41 k C1., "' ! /e ii. g 4_ 4c •.,, i-5 = !�� L. /a 4.6 4 ..{ z d w; 11 H . " j - w ,M 4 ? 1.02- zo 148•4, • e � ell J1ovt Z' It. / • sL • / . ...- A a�' as 1' r0 4N . p . 4 -.. , ...Q. fil A / P...: i w Aoe ; (-� • _,,14900 . 15 . /ONAL y . . . CORD 8/28/96 1 Engineers Ncr thwcst inc. P'('' " 1 Ti' 6869 Woodlawn Ave. NE ` .... Sc� : Seattle, WA 98115 Job #: 206 525 560 Designer: FAX 206 522 fi(19S M Date: 04/14/95 Pao: 2..,. CONgAE E BEht pESIGN Description : Beam Data - - ---- -- --- Design Data ---- ---- -- -- - --- - Load Factors Used Bean Span c 19.50 ft tic = 3000 psi ACT 9 -1 6 9 -2 DF, x Bean Depth - 84.00 in Fy• x 60000 psi ACT 9 -1 b 9 -2 LL A 1.10 Bean Width - 6.50 in. Seisnic Zone A U ACI 9-1 6 9 -2 ST a 1.70 'T' Flange Thickness ess - 0,0 in live load not combined w/ Short Tern ..., Seisnic c ST * 1.10 'T' Flange on One Side Only End Fixity : Pin :Pin ACI 9 -2 Group Factor = 0.75 t;•eh Spacing = n/a Concrete riaight - 145.0 pcf AC1 9-3 Dead Load Fact = 0.90 Bean kt. Auto Added to toads Stirrup Area - 0.220 ;n' ACi 9-3 Short Tern F 1.30 Effective Slab width = 6.50 in UBC 2621404 "1.4" factor c 1.40 UBC 2625(c)4 "0.9" Factor = 0.90 ---.. Reba( Layout Applied Loads ---_ . - , Bars 6 Center of Bear.... Uniform Dead Load = 0.04 k /tt Mu 0.00 -> 0.00 ft 1 - # 4 t d= 12.0 in Ugifere Load = 0.10 k /ft frog 0.00 -> 0.00 4 .10, -..). 1 - 1 4 t d= 60.0 in .- ,,,/ ICI Eguatio •,.. 9 -1 9 -2 • 9 -3 Mn *Phi : Center 112.6 k -ft . Center - 44.9 27.9 23.9 k -ft Mn *Phi : Left - Mu : Lett - 0.0 0.0 0.0 k- Mn *Phi : Right - 0.0 k -ft Mu : Right - I.' ;.+ -ft Vn *Phi: Left - 43.6 k Vu : Lett = 2.7 1.7 1.4 k Vn *Phi: Right r 43.6 k Vu : Right a 3.7 2.0 1.7 k Reactions ---- Deflections Left Right -- Upward -- ---- -- - ---- -- Downward UL (134 Wtj = 5.1 k 5.1 k 0.000 in at 0.00 ft -0,002 in at 9.75 ft DLi-LL +(BO id) = 6.6 k 6.6 k 0.000 in at 0,00 ft -0.002 in at 9.'15 ft DL +LL +STb(Ilm lit) - 5,7 k 5.7 k 0.000 in at 0.00 ft -0.002 in at 9.75 ft Shear Stirrup Re uirements ( "999" indicates not req 'd) Region = 0.0 -> 0.0tt 0.0 -> 3,2tt 3.2 -> 6.Sft. 6.5-> 9.1ft 9,7- >13,0ft 13.0- >16.2ft 16.2- >19.5ft Stirrup,Spacing = 999.00 in 999.00 in 999.00 in 999.00 in 999.00 in 999.00 in 999,00 in Max Vu in Region: 2,73. k 2,71 k 2.71 k 2.11 k 3.71 k 3.71 k 3.71 k -- Add"! Deflection Data -• Section Analysis .� ----..- Neutral Axis " 8.13 in Evaluate Moment Capacity: Center Left Right 1 : Gross #321048,004 X : Neutral. Axis : 1.70 in 0,000 0.00 in I : Cracked = 13741.2 in^4 a = beta * x s 1.44 in 0.00 In 0,00 in E. : Elastic Modulus = 3122.0 ksi Compression in Concrete a 23.9k 0.0 k � '0.O k i'r : 7.5 *(fc) ^.5 = 410.8 psi Sun (Steel coop. forces] c 0.0 k 0,0k 0.0 k :Cracking - 352.1 ksi Tension in Reintorcing = -24.0 h 0.0 0.0k Mcr: Cracking - 251.2 k -ft For Evaluation of Max. As For Ductile Failure.... Ms:Hax DL 1L1: = 31.1 h -ft X- Balanced 0 42.61 in 0.00 in 0.00 in R1 = (Ms:1)L +LL) /Hcr = 8.1 Xuax = Xbal * 0.75 a 31,960 0.00 in 0.00 in Ms:Max DL+LLIST = 20.5 k -ft a -mar, c beta*Xbal = 36.22 in 0.00 in 0.00 in R2 = (Hs:D1. +11EST) /Hcr = 9.5 Compression in Concrete = 450.3 k 0.0k 0.0 k I:eft... Ms(DIAL) =321043.0 in ^4 Sun [Steel cou0. forces; = 0.0 k 0.0 k 0.0 k I:eff... Ms(DLYLLLS7) 021048.0 in^4 Total Conpressive Force - 450.3 k 0.0k 0.0 k As Max.= Pot Force / fey = 7.50 in 0.00 in 0.00 in Sott4are 4ci 198'3 -94 E RCRCaLC Engineering Software Licensed 0: 11 EE M0 SRN: • 0601 6• • . .. .. .. <.. t. ,}. v. rn iaa,a am .a n . _�. .. .n......a. .�..•. <�. .. r<,.. ... .. .....,.... ..........�............r.N.f�M .++n +nuM. .�etrry v +le•^.kN1 Y..+ t. rv.. x! K^. rM'+ 5 "s+.•.Yd.xi'�t'.iMt�'C:Yf!iAKi • ENGINEERS - •NORTHWEST INC. P.S. 6869 WOOQLAWN AVE, N.E. • SUITE 205 • SEATTLE, WA 98116 • (206)525.7560 • FAX +Y (206) 522.0698 Jon No. Jou NAMC /40-4 ( tx lo.�S QATC .1� Ilt�l• d!(7' SU @JECT _ J $M¢ET ' DY /VC> G // /r, )114 II .. kaf • ( . . • • • • ,... , .. t........ , ... ,. .. . . . . .. ...... . .. .„-�rn. R,..,... .... .<,.... <, .r k ...,...,........ .� ...... _.......,....., a, e.. r�5^ ri..i+rvl:vssxartLVUr :s?Kt' 1? �xS�,_=". Y. t{i' S :;Scrf >'.E:.r!kr'''ch".y ;:;=.• C Shear Stirrup Requirements ( °999" indicates not regal Reolon * 0,0-> 0,0ft 0.0 -> 3.2ft 3.2 -> 6,5ft 6.5 -> 9.7ft 9.7- >13.0ft 13.0- >16.2ft 16.2- >19.5ft Stirrup Spacing • 999.00 in 999.00 in 999.00 in 999.00 in 999.00 in 999.00 in 999.00 in Nix Vu in Region' -0.21 k -0.2] k -0.21 k -0.21 k 1,13 k 1,13 k 1,13 k -- Add'I Deflection Data -- - Section Analysis ---- Neutral Axis = 10,25 in Evaluate Monent Capacity; Center Left Right I ; Cross •936000.0 in^4 X : Neutral Axis = 1.70 in 0,00 in 0.00 in 1 : Cracked = 33741,7 inA4 a = beta + x a 1.44 in 0.00 in 0.00 in E : Elastic Modulus = 3122.0 ksi Compression in Concrete • 23.9k 0.0k 41.0k Fr ; 7,5 *(Cc )'',5 • 410.8 psi Sun (Steel coup. forces) = 0.0k 0.0k 0.0k - a :Crackingq ' 352.1 ksi Tension in Reinforcing = -24.0k 0.0 k 0.0k Nor: Cracking • 512.7k -ft For Evaluation of Max, as for Ductile failure.... Ms:Max DL +LL = 46.3 k -ft X »Balanced = 63.921n 0.00 in 0.00 in RI = (lis:DL +LL) /Hcr = 11.1 Xnax = ibal ' 0.75 • • 47.94 in 0.00 in 0.001n Ms:Hax D1• +LL +sT = 41.7 k -ft a -nax • beta *Xbal • • 54.33 in 0.00 in 0.00 in , R2 = (ets:DL +L117)/Hcr = 12.3 Compression in Concrete • 675.4k 0.0k 0.0k ' I:eff... Ms (DL +LL) •936090.0 in "4 Sum (steel conp. forces) = 0.0k 0.0k 0.0k I :eff.,, 11601,444511 44936000.0 in'4 Iota! Coupressive Force = 675,4k 0.04 0.0k As Max.= Tot Force / fy • 11.2616 0.00 n' 0.00 in' • • 'u4ttware (Cl 198 -•1 A Engineering . tware Licens to: k6IMEE' •e''' k r ' . 4 6 156. • • 4, dVALA I. 0 cl City o f Tukwila y !�r FIRE DEPARTMENT 444 Andover Park East 0 � p Tukwila, Washington 98188 -7661 M (206) 575 -4404 1908. John W. Rants, Mayor April 27, 1995 Fire Department Review Control #B95 -0105 (510) Re: Hartung Glass - 17830 West Valley Highway Dear Sir: The attached set of building plans have been reviewed by . The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) • Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4-4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly ■ � � J Ci #y of Tukwila O P 444 FIRE Andover DE Park ARTMENT East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor • Page number 2 inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) 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 12.106(c)) G .vnur nis nwv wu..w erx. rr w r+ v.✓wti.w........m...�.......... • ‘l ‘‘‘tI Iy MOM City &Tukwila ✓r k " � FIRE DEPARTMENT 444 Andover Park East 0: Tukwila, Washington 98188 -7661 2 (206) 575 -4404 7905 John W. Rants, Mayor Page number 3 (NFPA 70) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use,. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, / The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd •r . { f , Y . a r. . ! ; !:;i:r: , - s;, ,��[4+ 1 ' y Mr•• 5 t ( t ! r tr • atMA r. . r �' : .! _ :; tom j . % ,� e *} � q t r5" eSel� � F. ' �Y'" �Yi,,� ' ' °"' 'r -,r 5 ;... ;.'. • .' i.-'r . , ". .. . ., _.:. r, .� ,.� r '.r.r..t �. : ..cir! �'r �. . a.,� $_. .. ''� .. r ... fi`-�'°J`J lz���ar.e { Y u �f� ..�,ryi. f,y �5'±r,�'� . CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 04/25/95 Activity document routing maintenance. BUILDING PERMIT Permit No: B95 -0105 Tenant: HARTUNG GLASS Status: PENDING Address: 17830 WEST VALLEY HY Route: 1 Current Route Line: 3 of 8 Packet Units Description Station Status Received Assigned Complete Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Ap Cond. 04/12/95 04/25/95 04/25/95 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[OCC. LOAD 23 ] 2[EXITS O.K. ] 3[CALL D.K. FOR ENGINEERING ON SAW CUTTING 4/25/95 A.S.A.P. ] 4[ ] 5[FIRE PLEASE REVIEW AND COMMENT. BY KEN ] 6[ ] 7 [ ] 8[ 9[NOTE; ANY FUTURE OCCUPANCY INCREASE WILL TRIGER ELEVATOR. ] 10[ ] F1 =Help, ESC =Exit current screen.