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HomeMy WebLinkAboutPermit D01-217 - ANALYTICAL RESOURCES INC - IMPROVEMENTSANALYTICAL RESOURCES INC 4611 S 134 ST D01 -217 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 261320 -0048 4611 S 134 ST AMFG DEVPERM M -1 Occupancy: WAREHOUSE UBC: 1997 000 Fire Protection: SPRINKLERS North: .0 South: .0 East: .0 West: .0 125 Sewer: TUKWILA Slopes: N Streams: Contractor License No: OCCUPANT ANALYTICAL RESOURCES INC Phone: 4.611 S 134 ST, TUKWILA WA 98188 OWNER HALVORSON ELLING Phone: (206) 820 -8800 12515 WILLOWS RD NE #200, KIRKLAND WA 98034 CONTACT : DAVE MITCHELL Phone: 206 389 -6152 ARION PARTNERS LLC, 400 NINTH AVE N, SEATTLE WA 98109 * k****• k*******•** **********************•k****•k* * kkk *A* **•k**k k*• k*kk**k************** Permit, Description: TENANT IMPROVEMENT TO CONVERT WAREHOUSE MANUFACTURING FACILITY INTO AN ENVIRONMENTAL CHEMISTRY LABORATORY. PUBLIC WORKS ACTIVITIES INCLUDE: UPGRADING OF BACKFLOW DEVICE (DDCV -10 ") AND SIGNING A PROPORTIONAL FAIR SHARE AGREEMENT WITH THE CITY, FOR HALF- STREET IMPROVEMENTS ALONG S 134 PLACE. * ** ** kkkk* * ****•k******** ***k* * *k ** *** ** *********** ***•k***`k**•k* k*** ***** ** ***kkkk Construction Valuation: $ 600,000.00 PUBLIC'WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: DHM Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No Size(in): .00 Flood Control. Zone: N Hauling: N Start Time End Time Land Altering: N Cut: Fill. Landscape Irrigation: N Moving - Oversized Load: •N Start Time: End Time: Sanitary Side Sewer: .N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N *k* *k *kkkk *k ***kkkk******kk*k *kkk ** * * * ** *kkk *•k ***** *•kkkk *k•k *kkkk *•k ** ******•k*** TOTAL DEVELOPMENT PERMIT FEES: $ 6,123.94 *kkkk **k***** **kkkk *k *k ******•k c** *•k * *kk *********kkkkkk**k ** *kkkk *** * **kkkkkk * *** Permit Center Authorized Signature: (206) 431 -3670 • Permit No: D01 -217 Status: ISSUED Issued: 09/07/2001 Expires: 03/06/2002 Date: F -0/ I hereby certify that I have read and er,amined 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 provision of any other state or local laws regulating construction or the performance of work:. I am authorized to s i g n for and obtain t h i s development permit. r nryj79Plit0 Date: - Print Name:DaxdLcL 'R- Mc -66, t This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. z a • Iw 00 w= CO u_ w 0 g a. j N 0 = W ~_ Z F ZO . U � O N O _ uj . LLi 0 Address: 4611.S 134. ST Suite: Tenant: Type: DEVPERM Parcel #: 261320 -0048 CITY• OF TUKWILA Permit No: Status: Applied: Issued: D01 --217 ISSUED 07/20/2001 09/07/2001 * * * ** ** * * **k * * * *•k * * ** k* * ** ** k•k k** * * * * *•k•k* k* k k * **•k * ** k•k ** k k* k * *•k * k * * ** kk%* k* Permit Conditions: 1. No changes will be made to the plans unless approved by the. Engineer and the. Tukwila,. Building Division. • All construction to be dome in conformance with approved plans and requ i reinents Of the Uniform Bu l l d,i ng Code (1997 ;Edition) . as amended, Uniform Mechanical Code ' Edition), and Washington-State Energy Code '`.(1997 Edition). Validity of Permit, The`.issuance of a , permit or `.approval of plans, specif ications, .and computations. shall not be con- strued to'be'a permit ,for, .. or an approva1 ..of, any violation of ".anyr >'of the p r o v i s i o n s s of the building_~ code or of any. otherordinance of' the jur:isdiction. No permit presuming to give authority to violate or cancel the provisions of this co,de''sha 1.1 be .valid. . :E1,ectr jcal: °; permits shall be obtained through the Washington State Div=isian of Labor and Industries and all electrical wo :k w:i be' Inspected ` "by that :agency (248-6630). mechanical work.. shall be under separate permit issued by the City,of:Tukwita. 1► permits, .in.pection 'records, and approved plans shall a`,ai lab;le at the site ,'prior, to the start of any con- ruction, , These documents are to be maintained and ava i 1; -= able until 'final inspection ..appr - oval is granted. *'* *;FIRE DEPARTMENT CONDITIONS*** the. attached, set of plans have -been reviewed by The Fire Prevention = ; Bureau and are acceptable with, the following con^oerns: The`., tota l number of fire extinguishers required for your establishment is calculated at one';'extinguistier for each .3000 ; }. ft.. of area. The extinguisher(s) should be of the "All Purpose" (2A, 100 :C) 'dry chemical. type Travel distance.to any,; extinguisher must be 75' or less. (NFPA 10 ; 3-,1.1) Portable f4r'e;;,extinguishers shall be securely •installed on the hanger or in..,the bracket , Supplied, placed .in 'cabinets or wall recesses, ;:The hanger or bracket . shall ~' be securely and properly anchored' to the mounting :surface in accordance with the manufacturer ` s mstruct ions The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 11 •Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 12'. Clear access to fire extinguishers is required at all I times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) 13. Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4-4 and 4-4.3) Every six years, dry chemical and halon type fire , extinguishers shall be emptied and subjected to the ,applicable recharge procedures. (NFPA 10, 4-4.1) If the 'required monthly and yearly inspections of the fire 'extinguisher(s) are not accomplished or the inspection tag is not complete, a. reputable fire extinguisher service ,company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) Maintain fire extinguisher coverage throughout. . . No point in an unsprinklered building may be more than 200 feet from an , exit; measured along the path of travel. (UBC 1004.2.5.2.1)7 • No point in a spriiiklered building may be more than 250 feet from an exit: measured along the path of travel.'' (UBC • Exitedddrs'Shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of/5(Yor more. '(UBC ,1003.3.1.5) 18% ,Ex4tidoOrs shall be .oPenable from the inside without the usg' .a key Or any special knowledge or effort. Exit doprs shall not be :locked, chained, bolted, barred, latched rfrilottiewise rendered unusable. All locking devices shall keof an approved type"; (UFC 1207.3) pre handle is engaged from inside the tenant space. (UFC dead bolt is when the door Dead bolts:are not allowed owaUxiliary exit doors unless • When two or,more,exits from ,a story are required, exit Slljns Shall he installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. ( UBC 1003.2.8.2) 21. Viierr,two or more exits from eistory are required and when two or more exits from a room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) 22. Internally illuminated exit signs shall have both bulbs working at all times.- (UBC 1003.2.8.4) . Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 :foot candle at floor level. Fixtures required for exit illumination .shall be supplied from separate sources of power for Group I, ,Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an 1 , occupant load of 100 Or more. (UBC, 1003.2.9, 1003.2.9.2) . The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) 25. All exit signs shall be illuminated at all times. To ensure continued_ -&1 lumination for a durat,ion,4f not less 'than 1 1/2 hours._ ► case of primary power 10' ; the exit signs shall also Be connected to an emergency ,system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs, greater than four feet wide. (NFPA 13-4-5.5.3.1) All new sprinkler systems and all modifications to existing sprinkler systems shall have 'fire department review and `approval of drawings prior to Installation or modification. New sprinkler systems and all modifications to sprinkler systems involving 'more, than 50 heads shall have. the written approval of the W. B F :_Mutual, Industrial Risk Insurers,. ;.temper or any other representative designated and /or recorgn i zed, by the . City , of .,Tukwila, prior to submittal to 'the = '.Tukwi la Fire Prevention Bureau. Ne prinkler work: shall" commence ;without approved drawings. (City-Ordinance (1.901) l y spri ; nkler system, pl'a'ns, calculations and'. the Mat'erials' and Test Certificates submitted to ; <theTukwila Fire Prevention: Bureau must be stamped with the ppropr i ate level of competency °seal. (WAC 212-80) la ;i'ntai n 'automatic fire detector coverage per N.F.P.A. 72' idaition/r cif walls, closets or partitions may relocating ..and /or: adding' a utomatic fire detectors. Maintain square' foot coverage of detectors per ma ;hufacturer's..epecifications in all areas including.: losets -, elevator shafts, top o stairwells, etc. (NFPA 5 .1 4 2) Jul. new - f:.ire alarm systems or".modificat.ions to existing, systems —sha l l have the written - approval of the Tukwil a" ire; ;Prevention Bureau. No work shall '.,commence until a fire department permit has been obtained. (City Ordinance #19,00) (UFC 1001.3) 33 All electrical work and equipment shalL conform strict ; ly ;to the standards. The National 'Electrical Chide (NFPA 70) An aisle to and working space shall be. provided ;far each electric41 panel. An aisle width, not less than 24 inches shall provide access to the panel and 30 inches of working space shall be. provided directly.. in front of the panel. (NEC 110-16(a),' ;. . 110-16(c))" . Each circuit breaker. shall be legibly marked to indicate it's purpose. (NEC`' :110 -2,2). Required fire resistive ::construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) 4:4V44,V'G �':�P :t'r• ^ tr7:; g ,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) • ,In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (UFC 901.4.4) • 'Fire Department lock boxes shall be provided for access to.. :all fire alarm panels and sprinkler risers. The ;appropriate key(s) for access shall be placed in the :lockbox. Lockbox :order forms must be obtained from the Tukwila Fire Department. (City Ordinance #1900). 'Contact the Tukwila Fire Prevention Bureau to witness all 'required inspections and ::tests (UFC 10.503) (City ordinance #1900 and, #1901 This review limited % to' speculative tenant only - , Special fire permit may be ' necessary depending-, on detailed descriptio of intended :use. Any overAio`oked hazardouS'° condi tioti .and /or , violatioin the adopted,''F'i` re, <or B`uilding Codes- does not imply' approval of such ".;con`dit on car ,viol-at ion. The plans , . were'revtewed by c53._ If you , have any ueSt tons, pt+ ease' ca11 the' Tukwi la Fire Prevent-i`on`'Burea'u 1:(.2 66).' rereby, certi tfiat I 'have read ' t h ese conditions and W1.1 comply o ith ;ern a's, utlined All provisions of law and ordinances g { overning s `w rk Wi'i.i ` be' complied with', whether' specified herein i'or nott,. )e, granting of th i•s "A "p'ermit ' does not p re s ume to give . authority told, or c ice`lY the ;pro,visions of ;'any other- :'work or local law egu 14 ; i ng construct-ton or. the' - ,performance ofc work • re u6 = 0 = 111 J r- CO U w O H w ; z� Z O 11.1 ui mo off 2U LL ill Z : U 0 z Pr ect N me /Tenant: - t...a�, P�.e4, c9 u.r e-5 - Value of construction: C9 OO oov c:) Site Address (include suite number) .i.f,� Z 4 6 1 11 ro w N ^ LI City State /Zip: T ta. if (44 l9 Tax Parcel Numf)er: .ic 13 ?_ 0 099 Pro erty Owner: P r i ()AN j) 4 ci -t in e vs t_r—c— Will there be rack storage? ❑ yes a no Phone: 6 -- 3 59 615 2 Street Address: 1 SJ 4 0O itli..f -tk Ave P. q (fie City Stc L- - 9KLU} /Zip: Fax 11: p -t) 6 - 67-1 ° 7 1-6 - ? -:3 Phone. Contractor: 0 1A. e- G-(44 1. --A 4- c. -c 0 h. Street Address: City State /Zip: 1 e _.3 r 1 e- - 5 E t Puya I l( u-4 R 2 Fax II: Ar rtect: n ! r 1 < � ex-v ■c ArGV1 t; T Phone: y c g2� 5 Street Address: c 21 1410 s•Ke'� 7 C<.r I.C' 1 City Stat Fjot iet,,§te / ip: ` (tI�G70c1 Fax #: . $8 - 5 0 ) t Engineer: l Phone: : Street Address: City State /Zip: Fax 11: C tact Person: L) cwe. Pi I ` 1--c Le l( Phone: 6 -- 3s9— 6 /52- Street Address: - r ( d t ^ ?a. V +1,.. , ev 5 LLC_ City State /Zip: Fax 11: 9:06 - 6?4 - 5 .)-3 TX -1--e of work to be done ( lease be specific): t X ' c&i LJevi- W / e f"-6 e / Vie•CA .K. � e �t c rt 1 Gt l ,r. l t'"l t Q 'L,to dl vul�U_eG.-4 1 -0- 1 c,(Ae Eh, c•S 4 rte/ t0..t;, (.4_4 v ci Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse CI Hospital ❑ Church P.tvtanufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other Proposed use: ❑ Retail ❑ Church ❑ School /College /University . Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital Manufacturing ❑ Motel /Hotel ❑ Office ❑ Other 2 Building Square Feet: 2.1 ' 2'77 existing No. of Stories: / 9 3 0' Area of construction (sq ft) : 9-a i tfO Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes a no Existing fire protection features: IRI sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TU "WILA Permit Center 6.300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: 7_/„ Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by th.. Public Works Department) cut /Access /Sidewalk ❑ Flood Control Zone ❑ Hauling Size(s): 0 Fill cubic yds. ❑ Landscape Irrigation Sewer Main Extension 0 Private 0 Public Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only ❑ Channelization /Striping CI C urb ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer #: ❑ ❑ Storm Drainage ❑ Street Use ❑ ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent It Size(s): ❑ Water Meter Temp 11 Size(s): Est. quantity: ❑ Miscellaneous gal Schedule: 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. Date application accepted: Date application expires: Application,faken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM I /!0 /00 clpermii.doc ,N, � �urwnrveru. M w .K . _ye.s • -gym, wow:., eal�e. aew,« n.:+. rre+ e.rn�+...v.M..,�s•.:....v... -. BUILDIN OWNER OR AUTHORIZED AGENT: Signatu . /1 R O ff Date: // / Print name: - p • 1ol c Fax II ax . Address � 0 sit t e: iti. 5 ea�� -ti `- `7' PD o � 1 1/111.111) c7permll slut Construction details Site Plan (including existing fire hydrant location(s) 2. 3. 4. 5. 6. 7. APPLICATIONS MUST lit SUIIMItttl) WITH tHt t OWING: Al .L DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, Si RUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUIlh1ITTE1) El ca. Complete Legal Description Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form I-I -13). Business Declaration required (Form 11-10). Four (4) sets of working drawings (five(5) sets for structural work), which include : North arrow and.scale Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements Parking Analysis of existing and proposed capacity; proposed stalls with dimensions Location of driveways, parking, loading & service areas Recycle collection location and area calculations (change of use only) Location and screening of outdoor storage (change of use only) Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20 "/. or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 1 8.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ] Floor plan: show location of tenant space with proposed use of each room labeled ❑ 1. Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Vicinity Map showing location of site ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of VVashington, 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERIURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. U *****`****-**** . * * * *t **: *. * *, * *: *,t * * * * * * * * ** *:a * * * * *,ti* * *�k3 * *4 *,ti. ** Y OF TU KWILA , y SSA; TRANSMIT *ri:* ,1 * *k,t**4* * ic *.'+i ******** a* a#**, l* *A *'; ** *4 * * * * * * *,t ** * *4• * ** * .. • � AI`l9Pd•IT 0 : umber:.R.0101 ' 17;_iA:0aun:t - 3 , 09/07/01 :16:37. �aymeritr Meth od: `CHE.CK` Notation: ANALYTICAL. RESOU Irrit: SIKS .permit 1'1o: pt)1 ?17 Type: DEVPERM DEVELOPMENT PERMIT parcel •4o M 4E 132U 0045 Sid Ad'dres:s. 4611: S 1.34 ,ST Total Fees : 6, s :P 3 ':7t3.i i Tcstal. ALL. Plots: 6,123 Balance: .00 ** i* y * * * ***k,4 * **' **4 * 4 *;* * *,'4* *1434 *** *: *+k * * * * * *fi* *s4i3 *** G c� 1 ati'rlt; . ; Cody Descp i pt io,rr ;Amount 00/3;23.:'1 °00 GUILD NG. . -.. NUNRES 3,;708 00/386.904 F STATE 13 SURCHARGE 4.30 • W JU : V 0 ;. . w CO .'L., w 0. ^^ I— III :V/ ry Z F- 0 Z W S W;. c = w _ Z, co O ~' k 7k • *c •k nt..k' it tk A * 4e h :k * �F' t '.�4 tt k k A 'k * t4 :k r *k •k : A :+r :k A• •k. A • • TR "IrI • A ' * k# It* A k•k k ar t k k "fir tk k. k * ;it.* •h * h * k * h *' •h. h .k * •k k * * A * nt A• * :k.:k -k it: :t k :k ` :k F1NS IT .Numb r�w . R0i00 : . Aa1a'Lirl�, w 07/2010:1. 14241 vmen Metho'. CHECK' t.i a F i.ar�a..AR:EoN P ART . ............................................... SK S P r• �ji t flak D t17 fvp ».n VPE11M.•:.DE;VEt.0PMENN1 PEi ' P a rcel ;:No 2� 1'; 20 0045 'S 1 r Addr « ;4.6 .'S 1'3 ST Total Fees; 6 vmen 2 410 ; 6 Total ALL. Pmts t 2;v 410.69 dl•t4 ..1 U altiT 11 4•«i M .. ;3.,17 0 8 Y I 5 k�rde: ** dE * **•*** *A;V i •diA• tt** * * ** ft° **** it• A** *•**rtk*dk*4 **ftac>t **•ki1* **** coui C o Deser^� Amount ..' 'I . r�nn ✓. P LAN' CHECK .-. t4at�f. 5 2 M 410 „69 G dd �� o o u) W: • W =;. , .'JF -i N LL' W o, U.E. Z • I- o: • Z I WW C LU a U CI W W: Z I.. U ,.. LL! Z• o . • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 1 - 41 \ Approved per applicable codes. c orrections required prior to approval. / t » 111A $47.00 EINSPECTION 1r R EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Receipt No: Date: ' - ' Type of lnsp ction -6.42' Address: (7 , 3 , 499 0 - Date ca01: 0 Special instructions: Date wanpd; _.., — e C.771. P.M. ,... Requesa Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 1 - 41 \ Approved per applicable codes. c orrections required prior to approval. / t » 111A $47.00 EINSPECTION 1r R EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Receipt No: Date: ' - ' COMMENTS: NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro.ect: !/../1/ • Special Instructions: Type of Inspectio Date Called: / ‘ 1 42 1 (00L *Ma a.m. P.m. Date Wanted: Requester: ,G);,/ I fdrdi P one N) —4 c32 Approved per applicable codes. Inspector Date: A INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. $47.00 REINSPE ON FEE REQUIRED. Prior toinspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of Ins2_ tiort Address: 1/42/i J 'C/ /' Date called . Special instructions: (e ) Cer>,..)%c Date wanted: 7.--/- a.m. Request Phone: INSPECTION NO. Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 " pm tk orrections'required priorto.apprOval. E.(. $0.00 REINSPECTION FE REQUIRED. Prio fee mt., 6300 Southcenter Blvd., Suite 100. Call to. chedule reinsRectiori. Receipt No: Date: /I P oject:I / rv.1 / j 7f/ rr( le F S/"uf' C C , S Type f Inspection: / - 1017 / Address: LG �/ 5 1- / . f�Z- Date 49 6 4.2 Special instructions: Date wan d: / (n u a:m. m, , Reques d , r/et h : Phone c� Phone: 3 1 C�? 11-.2 ; . Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: t , 1> :7 5 4 - - /y5 s C...t.d f 7 4e 7 Irispectbr: Corrections required prior to approval` $47.00 REINSPECTIOtfEEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: J. . Date: a � Ilr.' tii.,.xri,�...r�lf Project: /t//¢4/ 7`i € / Type of Inspection: / /c?�e- �'t,: -, Address: 4 /6 // .S` /..?5/ -5 Date called; 6.;=---e Special instructions: Date wanted: ( Requeste Phone INSPECTION RECORD; Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206).431 =3670: Approved per applicable codes. Li Corrections: required prior: to approval: COMMENTS: to sloes Inspe or: 7.00 REINSPEC ON FEE REQUIR' ' . Prior to ins • = must be paid at 6300 Southcenter Blvd., Suite 10. Call to schedule reinspection. Receipt No: Date: ...... ..s.aa'ii+h..,....w.....,..:.�? �. d+ i•: d+ e:: n.-' 3} 3�e�FMa.::.; 6i .'�.I'��`.4i "�tLiK'CC.:ti►'"Lea • a?iw d.!.,4,"? ; ..{: ' ow...::;? *'SR:tI.'R'�rYi • ?� %ix�.: ski '' k N..fiilt cM'�1� n' d1.iiXt{i ; "t+ Pr.ject: A 1 T l•,• e In pection: Address: l I � (3 1 t S+ Date called: � ��.` Special instructions: P �t5�a Date wante /6 /t r Requestp , h t(1. "1 1 l U� ho - - 4.2 '8 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILABUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. RMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: (' /e`A,��,✓� sped r: $ 47.00 REINSPECTIO at 6300 Southcenter B t 1, - Receipt No: Date: FEE REQUIRE . Prior to inspection, fee must be paid d., Suite 100 Call to schedule reinspection. Date: K. 11 .�:" ` + \� :'.i: v:a: 4 ;I.s::a7.:Si1�w.b..';n:a.•.+:8' �w 1(4 ' _Ya aiwh.i3 irldiJL(.; ”.. f...iM2- ?:4 i..4.e+ th'Cdruoe,L ;id,' %k- ;.n;:, . C,! {. }•;n•:'.`i,li'v:.uti,.A�Wa'a 4 :•j t ea f [ j( g ut/144.x Type., f . 7 ,...... .,„ .5...:;4 Address: it I ( 3 , I 31 Date cal ea. • 3 -R.2( 0Q Special instructions: . R r- .3 9i4,„ Date wanted's ' • , ,- • :a.m. n, n,., Requesxr: ,. • ., •• .„. : • pa-ti-e 4,-t-c.itell ' t ' -?'Vq ... . .C4 • • 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 Receipt No: Date: ri $4 .0 REINSPECTION FEE REQUIRED. Prior to inspection; fee must be paid • at 6300 Southcenter Blvd., Suite 100. Call to schedule rein 4 >C9 7/ — 4-e 4 e'8 1 9 Approved per applicable codes. i i Lorrections required prior to approval. • COMMENTS: 02f ha v I 2:;t L/Oote.. Date , , ••- -•• • '' • • ` ' • I "‘ 4 •••• ,s • ;; • INSPECTION RECORD Retain a copy with permit ITY.OF'TUKWILA BUILDING DIVISION 300:Southceriter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Address: 11 ,11 / • Special;instructions:_ pe of Inspeftion: t/ /! �,�.e AA /R [date ca led: 2 G Date wanted: p. m.. Requester: .i / Phone: A6 -H390 4281 Approved per applicable_ codes. Corrections required prior to approval. COMMENTS: Date; to ' ectio fee must b $47.00 REINSPECTION E REQUIE6. Prior t rasp be paid ut ter Ba d Sui te 10 Call to schedule reins at 6300 So hcen reinspection. Receipt No: Date: c'S` �'�`�: •. �`-["% i.: it.+n....:..�.ax.:"e.�,. ! : i.:. 4•' t�'. ari.: YLe�e` S•%+. x_- LH°% ttid: 4 :l::i.:!'r.:r ",�'i:,i`Syi;cvs.` ire+ i ss' i% irhr' ,H','.k: .? '%. 'fii ��,., i,:• f _ + 11;74 � ;: �' 1SY. f':: r ? ,�.; +4f.`V INSPECTION RECORD Retain a copy with permit INSPECTION NO. !:CITY..OF BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 sect A, ilema.0 L Special .instructions:, Type • 4410/14/11 V 1 731/0 ( a.m. Requester: 1Yl Date called: Date wanted: Pho b , 390 4z7 Corrections required prior to approval. °COMMENTS:' : . iAj h ,9 PMAlg Inspector:` ij � .. 1— 3J — �- .00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter BIird., Suite 100. Call to schedule'reinspection. Receipt No Date: f;ject: 7 4;0'71/ 4 Type of Inspection: yldresse //' 5. /j9 ..7 Date called: /-.2 s. oz Special instructions: Date wanted: a. r 9 1 a Requester:, 2 #;</e - 64 #4 ,' Phone: c= C - 5 Tel - / 9 ..,... INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Date: / /,2 p (47.00 REINSPECTION FEREQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No: sec j o r,•-04-7 ftp • 47.00 REINSPECTION Date: Z —I • 0 co 0 Co LU Ill -J (,) 0 Ii • co 0 • 1— w uj I 0 L I 0 0 1 0 INSPECTION NO. • CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981.8 a-4 r .Jeer. d c�ri` 13 Special instructions: Type..of Inspection:.,: Date cal ed: PPg Date wante I • Pho e: Approved per applicable codes. COMMENTS: '7s� ? rlor'" fir) C, n Inspecto 14cf A n Date: 1 "31:0 �. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to: approval: ti•': �.nr.�.�,U iezS, ,�'ri'i{4.w�d,,4�i5i +:v�f:`adl: ( Poject , `O7 Type of Ins ction: /4 ,t. t ( fit It .� I h . 64 Address. /31--- - gt.e l l S • SIf • Date called: / a Of / Special instructions: Date wanted: I ( 2 / /0/ .m p .m. Requeste� P one: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: `1 v\ SJlct :%ol n (11,1A • \l a ,nn r be r'rt e r t. Inspector:` � Date: II $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: INSPECTION RECORD Retain a.copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 P�°Prject: 1 v f 1 /ii /O .1 Resoi r(e.� A dre s ,/ V f1 s /3// Special instructions: 57L Type of Inspection: 1— %raw ~rlG Date cal ed: i ) D � zo R ester: . M yU 0 IX Approved per applicable codes. (206)431- 3670: Corrections required prior to approval; COMMENTS: nut' efi oy Co L Inspect° : Date: ta- D 0- 0) . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, feemust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Rc�{ ���.'+ 2` 1 ik .1�..tr�',� '••S:'.�,�'.`�`�3i� t.:.' a7: E> xitia��Ld�sG: S; iti. l��' 1: �' �' ri..; 2r• 7: i *i•'a,•r..li..':�7xd�4:�iii,+;l �4+;:zini:`.. COMMENTS: NJ -.....) _lype boa r c i an i zi e ' 74 _ i 40// 5 ig - 5 — /1 , 24 r I • — e 1--t/ii ay." / ' 3 (17n;) Re.gster:„ - )r .1C A•Y - ) Phone: Li <PS i • •Pr,pject: , 1 /9110.1 cal ReSDUretS NJ -.....) _lype boa r c i an i zi e ' 74 _ i 40// 5 ig - 5 Dreft kl 1 0 Special instructions: Date wanted: 1 t /241 /0 (17n;) Re.gster:„ - )r .1C A•Y - ) Phone: Li <PS i • • • • 4 • It' ,*1/44W INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 MI - .919- PERMIT NO. (206)431-3670 Approved per applicable codes. ri Corrections required prior to approval. Date: 0. ri REINSPECTION FE REQUIRED. P : inspection, fee must be paid af 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No: Date: .0.„41.3•01.10;441% rem ;4$.4.k.'e;t4', • •'• • . ,;: < • z cG ui 2 0 UJI co —I 1— u. w 0 < Z 0 Z 0 0 0 Cl) 0 L I . ' b — 0 z P 'ect: • d �l g _ A i / , / Type of . speiion: ILL.l II ' d L.3L. Address:, 5 s / Da e called: I {Vs ( / J i Special instructions: // Date wanted: ( V /bl a.m. P.M. Requester: i Phone 3 ` 2- � f INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a ropy with permit ce LCA•ey r ..iw.04441x414i!ria4Altrs PERMIT NO. (206)431 -3670 Approved per applicable codes. LI Corrections required prior to approval. COMMENTS: R INN YVA`cirlur (..k )(A OS rt..hroVeck 1•4 G �.... 3 cl F ) c .P., p v' t e-1V" t h S o krt GW v\or tk GL -I-,ra 1,0 v../� -- j k- � 1 p Inspector%jS Date: \\_. ` ` , LI $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: ' i1. i' J. t'!�t.'Sir41,K' COMMENTS: St1V.6. TT V ‘‘ Si 0" 3 () c' rari; r.r . Ira t 1 ' gf• Ai P 1 -. 2.) tor wyto( hOtn(A( o N- 1 - 153 q rea_ ri.f) 0(4.496Q 1k 3 I ( e C , x ("A era 4, q re re'e in Pe, 5 4 0 (t tki-k-k LI.. ,C4 •"=,, rok - 7 , ' 1- sq ._ yr V 1 cLe . tor\ 0<-ert 1 C 4() vyvt.4 ,.. e tn 9Y --.- . C. det e • --,... . O (& `I A Ir-• ie il N I Ytkev ;■ )011S t i 0,... a - 1 - To11 , . . . . , _ a Yet.„ S . GL G4)1 0 v, r) 1 i-64 G Lu , Project: Ao_c ( R9A4o,440- Type of I9spection: • _ 1 rla Date called: . Ira t 1 ' gf• Special instructions: 0 ei Date wanted: i( Reqtrt k e it ph 449) ..?q ..., 41 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 2/ 7 PERMIT NO. (206)431-3670 Approved per applicable codes. 1\4 Corrections required prior to approval. Inspector. " Date: 2- I $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: .— ..W.44.tatisii4A4.-xku..54 • •., , .:1,4 F T �n i w •1yl•• +.t.n,wwiy(g4i+7c "iy'{�s Vi 4urry,} 4'4Ga'YYf'iTo:� + b•�v' X 111 `� i1Ni�1 +t h�y��Ai'j O %,V,;.f. i•'ts+f: 7 „�piiv : r�: .dw �v "r'Y:S .met'. �•i�wa.v i'4'".c y..: +.Trr'•w• *Project Name Address #u Gi<%saa' - Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM Authorized "Signature City�fTukwiia Fire Department TUKWILA - FIRE” DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued 4A/ e. ]�c v / ? r� 1 1 Thomas P. Keefe, Fire Chief /--,2/ Permit No. John W. Rants, Mayor T.F.D. Form F.P. 85 Suite ## /i a / Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 375-4404 • Fax (206) 5754439 r .. RECEIV JAN 212 Mitchell Dowdy ue Etopm TY (253)606 -2830 PO Box 905 Puyallup, WA 98371 /,fi 253.548.1120 fax Tmbrguy @netzero.net January 22, 2002 Bob Benedicto City of Tukwila Community Development RE: Analytical Resources Tenant Improvement 4611 South 134th Street Tukwila, WA 98188 Dear Mr. Benedicto, Mechanical Permit No. M01 -153 Associated Bldg Permit No. D01 -27 Pursuant to our meeting of 1/5/02, I have again prepared an analysis of the entire building envelope and its relationship to the 1997 WSEC. A complete and more accurate analysis has been conducted identifying specific portions of the building and their relationships to one another. From our meeting; it is concluded that the existing office area is on a completely separate heating system (inclusive of meter). This area is outside the scope of the WSEC condition calculation and as such given a .value to "hold" wall and ceiling areas. Basement walls may also be considered under the ASHRAE formula. However, in using the value established in the WSEC Table 20 -1 (7' below grade walls) I was able to achieve compliance. Therefore, this more restrictive value was used. Also, changes in wall area from opaque doors to fully insulated (R -19) walls was not included. ASHRAE analysis of the ceiling is included. I chose a similar roof type and deleted the components not in use and determined a value. As was previously determined, this building is in compliance with the 1997 WSEC — AS -IS. No Additional insulation requirements are necessary and this structure may be considered fully heated. .Sincerely , I •1= Z': • • �W 2: .00 t U U • W I H: CO i W 0. g LL Q' co = 0 Z • I- a • Z F-; D p' 0 )- 'W W ; • U 9 - - Q• ti Z; :o 17- Zo Space Heat Type 0 Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included In the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 256.0 — 16206.0 X 100 = 1.6% Concrete/Masonry Option O yes 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 0 no assembly below. Envelope Requirements (enter values as applicable) Fully heated /cooled space Minimum Insulation R- values Roofs Over Attic 4611 S. 134th Street N/A All Other Roofs Tukwila, WA 98188 N/A Opaque Walls N/A Below Grade Walls Applicant Phone: 253.535.6249 N/A Floors Over Unconditioned Space N/A Slabs -on -Grade N/A Radiant Floors N/A Maximum U- factors Opaque Doors 0. 600 Vertical Glazing 0.750 Overhead Glazing N/A Maximum SHGC (or SC) Vertical /Overhead Glazing I Project Info Project Address Analytical Resources Date 1/22/2002 4611 S. 134th Street For Building Department Use Tukwila, WA 98188 Applicant Name: sound Heating Inc. Applicant Address: 5209 122nd Street East, Tacoma, WA 98446 Applicant Phone: 253.535.6249 Envelope Summary Climate Zone ENV -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Project Description ❑ New Building ❑ Addition ❑ Alteration El Change of Use Compliance Option ❑ Prescriptive la Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Semi- heated space* Minimum Insulation R- values Roofs Over Semi - Heated Spaces* Notes: 1997 Wa gton State Nonresidential Energy Code Comp'" - ce Form *Refer to Section 1310 for qualifications and requirements First Edition, June 1998 Opaque Concrete /Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC >_ 9.0 Btu /ft °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (including insulation R -value & position) U- factor Existing office space on second floor is fully conditioned and previously permitted through the City of Tukwila. This space is heated to a degree higher than the space subject to the change of use. As such, heat transfer will only occur from the existing office to the new office. A value of .01 was assessed to accomodate ceiling / wall calculations and areas. Please see attachements for other design criteria „�i� c Feu atazu� ; ;i it 3 ix; as stA� r ..:ni k3r , ,* ,, : , 1 1 4 % ;:. •; r�ri�s�'kta; Project Address Analytical Resources Date 1/22/2002 Space Heat Type 0 Electric resistance 0 All other For Building Department Use Glazing Area as % gross exterior wall area 1.6% Prop. 40 .0% Max.Target Concrete/Masonry Option 0 Yes Q 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 List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) I Vertical Glazing U= 0.750 Plan ID 4040 Fx Window U= Plan ID A3.0B U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.750 96.0 72.0 0.900 96.0 86.4 Glazing % Electric Resist. Other Heating 0 -15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% not allowed 0.60 >30 -40% not allowed 0.50 (see Table 13 -1 for Conc /Masonry values) I Overhead Glazing Over Attics U=2.150 Plan ID Exist Skylights U= Plan ID (5) 4 'x8 ' U= Plan ID Ml.1B U= Plan ID: 2.150 160.0 344.0 1.450 160.0 232.0 Glazing % Electric Resist. Other Heating 0 -15% 0.80 1.45 >15 -20% 0.80 1.40 >20 -30% not allowed 1.30 >30 -40% not allowed 1.25 (see Table 13 -1 for Conc /Masonry values) I Oth.Roofs U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Opaque Doors U= 0.600 Plan ID West U=0.600 Plan ID North U= 0.600 Plan ID North U= Plan ID A3.013 U= Plan ID: 0.600 60.8 36.5 0.600 20.3 12.2 1.200 40.5 48.6 0.600 121.5 72.9 Electric Resist. Other Heating 0.60 0.60 -'!uv J9A0 Ginn' R = 11.7 Plan ID Non Office R= P Plan ID Exist Office R= Plan ID: 0.088 15482.0 1362.4 0.010 6958.0 69.6 0.360 22440.0 8078.4 Electric Resist. Other Heating 0.031 0.036 Other Roofs R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.034 0.050 Opaque Walls* R = Plan ID BASEMENT R = Plan ID OFFICE R =NR Plan ID WALL A,1,J R= P Plan ID WALL 1 (E-F_ SEG. R =NR Plan ID BELOW OFFICE R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: * *Note: sum of Target Areas here should equal 0.193 2706.0 522.3 0.010 3795.0 38.0 0.610 8340.8 5087.9 0.010 816.8 8.2 0.610 330.0 201.3 Target Opaque Wall Area (see back) 0.250 15988.5 3997.1 ** ** Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 Conc(int) 0.19 0.19 Conc(oth) 0.25 0.25 ociuw Grade 1Arnuc R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 Nuv.Ju1 J2A0 c inn'. R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.029 0.056 m m ° o R =P Plan ID WALL 6.5, 8, F,J R= Plan ID WALL A,1 J 0.960 246.0 113.2 0.730 367.0 267.9 0.540 646.0 348.8 Electric Resist. Other Heating 1994 Wa •gton State Nonresidential Energy Code Compr -- Ice Form Envelope UA Calcula ions Climate Zonel ENV -UA 1997 Washington State Nonresidential Energy Code Compliance Forms rn� c 9 m .fl 'O m m xm First Edition, June 1998 OG= 160.0 OG= VG= 96.0 22440.0 Glazing % Electric Resist. Other Heating 0 -20% 1.00 1.00 >20 -30% not allowed 0.65 >30 -40% not allowed 0.45 (see Table 13 -1 for Conc /Masonry values) *Note: Manufacturer's SC may be used in lieu of SHGC. 15988.5 Glazing List components by assembly ID & page # Proposed SHGC SHGC* x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Glazing z abbababbLiaabLiaLibbobb 1.000 256.0 256.0 Glazing % Electric Resist. Other Heating 0 -20% 1.00 1.00 >20 -30% not allowed 0.65 >30 -40% not allowed 0.45 (see Table 13 -1 for Conc /Masonry values) *Note: Manufacturer's SC may be used in lieu of SHGC. Totals' Totals' 256.0 256.0 R= P R= R= R= Plan to v7ALL 1 (E-F__ Plan ID: Plan ID: Plan ID: *For CMU walls, indicate core insulation material. Totals! 39452 .0 8201. 6 Totals' 39452.0 12815.7 For compliance: 1) Proposed Total Area shall equal Target t otat Area, and z) Propor.2FT6t1 UA shall not exceed target total uA. Climate Zone 1 ENV -SHGC 1997 Washington Stale Nonresidential Energy Code Compliance Forms 1994 Wa - "gton State Nonresidential Energy Code Comr""' Form 0.540 33.0 17.8 F =0.54 F =0.54 (see Table 13 -1 for radiant floor values) :irst Edition, June 1998 For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: 1997 NREC revisions allow SHGC compliance for vertical and overhead glazing to be calculated together. The 1994 Forms required separate calculations for vertical and overhead glazing. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 16206.0 I )( 40.0% I _ I 100 I= I 6482.4 I I 6482.4 I Roofs over Attics Other Roofs Walls) Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13 -1) Target OG Area in Roofs over Attics 160.0 lesser 6482.4 Proposed Opaque Area 22440.0 Proposed Opaque Area - I- Max OG Remaining I 6322.4 I Maximum Target Glazing Area Target OG Area in Other Roofs lesser 6322.4 Proposed OG Area Target OG Area 160.0 Proposed VG Area 96.0 160.0 Target VG Area 96.0 Target VG Area I 96.0 Target Opaque Area 22440.0 Target Opaque Area I 15988.5 I I 15988.5 I -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. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I stsatlx �a'kit: s'i±J1s:Si 57 - 40141:tht a1,4 V.• irAiwYi� c ?�+±Z::nr:�itio o'1i:3 }-'.L;dJ Building Permit Plans Checklist 1997 Washington State Nonresidential Energy Code Compliance Forms ENV -CHK First Edition, June 1998 Project Address Analytical Resources Dat 1/22/2002 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces Identified on plans if allowed yes 1302 Space heat type: Other If "Other", indicate on plans that electric resistance heat is not allowed M1.0 n.a. 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation n.a. 1311.1 Insul. installation Indicate densities and clearances yes 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts EN -2 n.a. 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced baits; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; n.a. 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents yes 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected EN - 1 n.a. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official yes 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area M1 .1B yes 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, gas fillings A3.Oa n.a. 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side n.a. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section n.a. 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage n.a. n.a. 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing /door sealing Indicate weatherstripping n.a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yes. Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary 1997 Wa `gton State Nonresidential Energy Code Comp' ce Form If "no" is shown for any question, provide explanation: :X >•,'kr s'ti:S 11.t::.X 'trottAdAutintts . Brut WoreAktiA'4 ti?0.•' AEI. i3k ss w41. va,,.w ..:...... .............. .... .v.. Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof /Ceiling Insulation: Open -blown or poured loose - fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. 1997 We ton State Nonresidential Ener. Code Corn. " -- ce Form Building Permit Plans Checklist 1997 Washington State Energy Code Compliance Forms ENV -CHK First Edition, June 1998 Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty -four inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty -four inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty -four inches or to the frostline, whichever is greater. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty -six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty -six inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 27 of Standard RS -27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof /ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. WASHINGTON STATE ENERGY CODE 2003 On -Grade Slab Floors 2003.1 General: Table 20 -2 lists heat loss coefficients for unheated and heated on -grade slab floors, in units of Btu/h • °F per lineal foot of perimeter. 2003.2 Component Description: All on -grade slab floors are assumed to be 6 inch concrete poured directly onto the earth. The bottom of the slab is assumed to be at grade line. Monolithic and floating slabs are not differentiated. Soil is assumed to have a conductivity of 0.75 Btu/h • ft • °F. Slabs 2 feet or more below grade should use basement coefficients. 2003.3 Insulation Description: Coefficients are provided for the following three configurations: 114 TABLE 20 -2 Default F- Factors for On -Grade Slabs Two Foot (or Four Foot) vertical: Insulation is applied directly to the slab exterior, extending downward from the top of the slab to a depth of 2 feet (or 4 feet) below grade. Two Foot (or Four Foot) horizontal: Insulation is applied directly to the underside of the slab, and run horizontally from the perimeter inward for 2 feet (or 4 feet). The slab edge is exposed in this configuration. Fully insulated slab: Insulation extends from the top of the slab, along the entire perimeter and completely covers the area under the slab. Thicker perimeter insulation covers the slab edge and extends 2 feet under the slab. Effective 7/01/98 Unheated Slab Uninsulated slab / 0.73 -- -- -- 2-ft Horizontal (No thermal break) V. 0.70 0.70 0.69 4 -ft Horizontal (No thermal break) -- 0.67 0.64 0.63 2 -ft Vertical -- 0.58 0.54 0.52 4 -ft Vertical -- 0.54 0.48 0.45 Fully insulated slab -- -- 0.36 -- Heated Slab Uninsulated slab 0.84 -- -- -- Fully insulated slab -- 0.74 0.55 0.44 R -5 Center (With perimeter insulation) -- -- 0.66 0.62 R - Center (With perimeter insulation) -- -- -- 0.51 3 -ft Vertical -- -- 0.78 -- WASHINGTON STATE ENERGY CODE 2003 On -Grade Slab Floors 2003.1 General: Table 20 -2 lists heat loss coefficients for unheated and heated on -grade slab floors, in units of Btu/h • °F per lineal foot of perimeter. 2003.2 Component Description: All on -grade slab floors are assumed to be 6 inch concrete poured directly onto the earth. The bottom of the slab is assumed to be at grade line. Monolithic and floating slabs are not differentiated. Soil is assumed to have a conductivity of 0.75 Btu/h • ft • °F. Slabs 2 feet or more below grade should use basement coefficients. 2003.3 Insulation Description: Coefficients are provided for the following three configurations: 114 TABLE 20 -2 Default F- Factors for On -Grade Slabs Two Foot (or Four Foot) vertical: Insulation is applied directly to the slab exterior, extending downward from the top of the slab to a depth of 2 feet (or 4 feet) below grade. Two Foot (or Four Foot) horizontal: Insulation is applied directly to the underside of the slab, and run horizontally from the perimeter inward for 2 feet (or 4 feet). The slab edge is exposed in this configuration. Fully insulated slab: Insulation extends from the top of the slab, along the entire perimeter and completely covers the area under the slab. Thicker perimeter insulation covers the slab edge and extends 2 feet under the slab. Effective 7/01/98 ';:?{ Y{}:• j,' i,' rr:' ri:;:• y4:+:::::,: i:' r,::i: +t: ^::� >F:•:•': :tijj:;';. .: $.:::?•. �::. i:::: r: F::: w. �. x:. y .!:•ii: ?•i: ? ?� ? ?•i }:?• }: ?4 }: ?? i �• � �. {�� : ?�i1f•:•:•M:'i,�Ml�: ?iii ............. //� ��i�K�!ti��r,:•� i .AI:Wi:v �i::.'•:i 2 -Foot Depth Below Grade Uninsulated 0.350 0.59 R -11 Interior 0.066 0.68 R -11 Interior w /tb 0.070 0.60 R -19 Interior 0.043 0.69 . R -19 Interior w /tb 0.045 0.61 R -10 Exterior 0.070 0.60 R -12 Exterior 0.061 0.60 3.5 -Foot Depth Below Grade Uninsulated 0.278 0.53 R -11 Interior 0.062 0.63 R -11 Interior w /tb 0.064 0.57 R -19 Interior 0.041 0.64 R -19 Interior w /tb 0.042 0.57 R -10 Exterior 0.064 0.57 R -12 Exterior 0.057 0.57 7 -Foot Depth Below Grade Uninsulated 0.193 0.46 R -11 Interior 0.054 0.56 R -11 Interior w /tb 0.056 0.42 R -19 Interior 0.037 0.57 R -19 Interior w /tb 0.038 0.43 R -10 Exterior 0.056 0.42 R -12 Exterior 0.050 0.42 Effective 7/01/98 VSf Ltih7W M Asepil:fift 1 r7s ' TABLE 20 -1 Default Wall U- Factors and Slab F- Factors for Basements 1997 EDITION 113 ' "4. ".•' . Notes for Default Table 20-5B Effective 7/01/98 Th 1997 EDITION 1. Grouted cores at 40" x 48" on center vertically and horizontally in partial grouted walls. 2. Interior insulation values include 1/2" gypsum board on the inner surface. 3. Furring and stud spacing is 16" on center. Insulation is assumed to fill furring space and is not compressed. 4. Intermediate values may be interpolated using this table. Values not contained in this table may be computed Using the procedures listed in Standard RS-27. 125 MiNgifigiNMENgoviCIME1111M lip .:. ....... a ,. ... . .......-- ' ............................. g4itiftlies IMENOREP :":::mgr"::i:MiA*Origt:;;::.......:i r 111111111.:Viiiiikattliti Exposed Concrete, Both Sides NA NA NA 0.61 R-5 Interior Insulation, Wood Furring NA NA NA 0.16 R-6 Interior Insulation, Wood Furring NA NA NA 0.15 R-10.5 Interior Insulation, Wood Furring NA NA NA 0.12 R-8 Interior Insulation, Metal Clips NA NA NA 0.12 R-6 Exterior Insulation NA NA NA 0.13 R-10 Exterior Insulation NA NA NA _ 0.09 ' "4. ".•' . Notes for Default Table 20-5B Effective 7/01/98 Th 1997 EDITION 1. Grouted cores at 40" x 48" on center vertically and horizontally in partial grouted walls. 2. Interior insulation values include 1/2" gypsum board on the inner surface. 3. Furring and stud spacing is 16" on center. Insulation is assumed to fill furring space and is not compressed. 4. Intermediate values may be interpolated using this table. Values not contained in this table may be computed Using the procedures listed in Standard RS-27. 125 Nonresidential Cooling and Heating Load Calculations 28.19 Code Table 11 Thermal Properties and Code Numbers of Layers Used in Wall and Roof Descriptions for Tables 12 and 13 Number Description L k p c R Mass AO Outside surface resistance Al l in. Stucco A2 4 in. Face brick A3 Steel siding A4 1/2 in. Slag A5 Outside surface resistance A6 Finish A7 4 in, Face brick E0 Inside surface resistance El 3/4 in. Plaster or gypsum E2 1/2 in. Slag or stone F.l 3/8 in. Felt and membrane E4 Ceiling air space ES Acoustic tile L = thickness. ft k = thermal conductivity, Btu /h• fh °F 0.0 0.0833 0.333 0.005 0.0417 0.0 0.0417 0.333 0.0 0.4 0.77 26.0 0.11 0.0 0.24 0.77 p = density, Ib /ft c = specific heat, But/11).°F Thickness and Thermal Properties 0.0 116.0 125.0 480.0 70.0 0.0 78.0 125.0 0.0 0.20 0.22 0.10 0.40 0.0 0.26 0.22 0.33 0.21 0.43 0.00 0.38 0.33 0.17 0.43 R = thermal resistance, °F• tt h /Btu Mass = unit mass, lb /I1 0.0 9.7 41.7 2.4 2.2 0.0 3.3 41.7 B I Air space resistance 0.0 0.0 0.0 0.0 0.91 0.0 B2 I in. Insulation 0.083 0.025 2.0 0.2 3.33 0.2 B3 2 in. Insulation 0.167 0.025 2.0 0.2 6.67 0.3 B4 3 in. Insulation 0,25 0.025 2.0 0.2 1.19 0.5 B5 I in. Insulation 0.0833 0.025 5.7 0.2 3.33 0.5 B6 2 in. Insulation 0.167 0.025 5.7 0.2 6.67 1.0 B7 1 in. Wood 0.0833 0.07 37.0 0.6 1.19 3.1 B8 2.5 in. Wood 0.2083 0.07 37.0 0.6 2.98 7.7 B9 4 in. Wood 0.333 0.07 37.0 0.6 4.76 12.3 Bl0 2 in. Wood 0.167 0.07 37.0 0.6 2.39 6.2 B I I 3 in. Wood 0.25 0.07 37.0 0.6 3.57 9.3 B12 3 in. Insulation 0.25 0.025 5.7 0.2 10.00 1.4 B I3 4 in. Insulation 0.333 0.025 5.7 0.2 13.33 1.9 • B14 5 in. Insulation 0.417 0.025 5.7 0.2 16.67 2.4 B15 6 in. Insulation : 0.500 0.025 5.7 0.2 20.00 2.9 B I6 0.15 in. Insulation 0.0126 0.025 5.7 0.2 0.50 0.1 B I7 0.3 in. Insulation 0.0252 0.025 5.7 0.2 1.00 0.1 B18 0.45 in. Insulation 0.0379 0.025 5.7 0.2 1.50 0.2 B I9 0.61 in. Insulation 0.0505 0.025 5.7 0.2 2.00 0.3 B20 0.76 in. Insulation 0.0631 0.025 5.7 0.2 2.50 0.4 B21 1.36 in. Insulation 0.1136 0.025 5.7 0.2 4.50 0.6 B22 1.67 in. Insulation 0.1388 0.025 5.7 0.2 5.50 0.8 B23 2.42 in. Insulation 0.2019 0.025 5.7 0.2 8.00 1.2 B24 2.73 in. Insulation 0.2272 0.025 5.7 0.2 9.00 1.3 B25 3.33 in. Insulation 0.2777 0.025 5.7 0.2 1 1.00 1.6 B26 3.64 in. Insulation 0.3029 0.025 5.7 0.2 12.00 1.7 B27 4.54 in. Insulation 0.3786 0.025 5.7 0.2 15.00 2.2 Cl . 4 in. Clay tile 0,333 0.33 70.0 0.2 1.01 23.3 C2 4 in. Lightweight concrete block 0.333 0.22 33.0 0.2 1.51 12.7 C3 4 in. Heavyweight concrete block 0.333 0.47 6I.0 0.2 0.7 I 20.3 C4 4 in. Common brick 0.333 0.42 120.0 0.2 0.79 40.0 C5 4 in. Heavyweight concrete 0.333 1.0 140.0 0.2 • 0.33 46.7 C6 8 in. Clay tile 0.667 0.33 70.0 0.2 2.00 46.7 C7 8 in. Lightweight concrete block 0.667 0.33 38.0 0.2 2.00 25.3 C8 8 in. Heavyweight concrete block 0.667 0.6 61.0 0.2 1.1 I 40.7 C9 8 in. Common brick 0.667 0.42 120.0 - 0.2 1.59 80.0 CIO 8 in. Heavyweight concrete 0.667 1.0 140.0 0.2 0.67 93.4 . C1 I 12 in. Heavyweight concrete 1.0 1.0 140.0 0.2 1.00 140.0 C12 2 in. Heavyweight concrete 0.167 1.0 140.0 0.2 0.17 23.3 '':`. C13' ' , 6 in. .Heavyweight concrete ` 05 1.0 140.0 02 050 70.0 C14 4 in. Lightweight concrete 0.333 0.1 40.0 0.2 3.33 13.3 CIS 6 in. Lightweight concrete 0.5 0.1 40.0 0.2 5.00 20.0 Ct6 8 in. Lightweight concrete 0.667 0.1 40.0 0.2 6.67 26.7 C17 8 in. Lightweight concrete block (filled) 0.667 0.08 18.0 0.2 8.34 12.0 C18 8 in. Heavyweight concrete block (filled) 0.667 0.34 53.0 0.2 1.96 35.4 C I9 12 in. Lightweight concrete block (filled) 1.000 0.08 19.0 0.2 12.50 19.0 C20 12 in. Heavyweight concrete block (filled) 1.000 0.39 56.0 0.2 2.56 56.0 0.0 0.0 0.0 0.0 0.69 0.0 0.0625 0.42 100.0 0.2 0.15 6.3 0.0417 0.83 55.0 0.40 0.05 2.3 0.0313 0.11 70.0 0.40 0.29 2.2 0.0 0.0 0.0 0.0 1.00 0.0 ' 0.0625 0.035 30.0 0.2 1.79 1.9 Nonresidential Air - Conditioning Cooli.. and Heating Load '+` 28.21 Roof group 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 v 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Table 13 Roof Conducti n Transfer Function Coefficients (b and d Factors) (Layer Sequence Left to Right = Inside to Outside) Layers E0 A3 B25 E3 E2 AO Steel deck with 3.33 in. insulation Layers E0 A3 B 14 E3 E2 AO Steel deck with 5 in. insulation Layers EO E5 E4 C 12 E3 E2 AO 2 in. h.w, concrete deck with suspended ceiling Layers EO El B I5 E4 B7 AO Attic roof with 6 in. insulation Layers E0 BI4Cl2E3E2AO 5 in. insulation with 2 in. h.w. concrete deck Layers E0 C5 B 17 E3 E2 AO 4 in. h.w. concrete deck with 0.3 in. insulation Layers E0 B22 C 12 E3 E2 C12 AO 1.67 in. insulation with 2 in. h.w. concrete RTS Layers E0 B16 C13 E3 E2 AO 0.15 in. insul. with 6 in. h.w. concrete deck Layers EOE5E4B12CI4E3E2AO 3 in. insul. w/4 in. I.w. conc. deck and susp. Layers E0 E5 E4 C15 B16 E3 E2 AO 6 in. I.w. conc. dk w/0.15 in. ins. and susp. clg. Layers E0 C5 B15 E3 E2 AO 4 in. h.w. concrete deck with 6 in. insulation Layers E0 CI3 B 16 E3 E2 C 12 AO 6 in. h.w. deck w/0.15 in. ins. and 2 in. h.w. RTS Layers E0 CI3 B6 E3 E2 AO 6 in. h.w. concrete deck with 2 in. insulation Layers E0 E5 E4 C I2 B 13 E3 E2 AO 2 in. I.w. conc. deck w/4 in. ins. and susp. clg. Layers E0 E5 E4 C5 B6 E3 E2 AO 1 in. insul. w/4 in. h.w. conc. deck and susp. clg. Layers E0 ES E4 C13 B20 E3 E2 AO 6 in. h.w. deck w/0.76 in. insul. and susp. clg. Layers E0 E5 E4 B 15 C 14 E3 E2 AO 6 in. insul. w/4 in. I.w. conc. deck and susp. clg. Layers E0 C 12 B15 E3 E2 C5 AO 2 in. h.w. conc. dk w/6 in. ins. and 2 in. h.w. RTS Layers E0 C5 B27 E3 E2 C 12 AO 4 in. h.w. deck w/4.54 in. ins. and 2 in. h.w. RTS Layers EO B21 CI6E3E2AO 1.36 in. insulation with 8 in. I.w. concrete deck Layers EO C13 B12 E3 E2 C12 AO 6 in. h.w. deck w/3 in. insul. and 2 in. h.w. RTS Layers E0 B22 C5 E3 E2 C13 AO 1.67 in. ins. w/4 in. h.w. deck and 6 in. h.w. RTS Layers E0 E5 E4 C 12 B14 E3 E2 C12 AO Susp. clg, 2 in. h.w. dk, 5 in. ins, 2 in. h.w. RTS Layers EO E5 E4 C5 E3 E2 B6 B1 C12AO Susp. clg, 4 in. h.w. dk, 2 in. ins, 2 in. h.w. RTS Layers E0 E5 E4 C13 B13 E3 E2 AO 6 in. h.w. conc. deck w/4 in. ins. and susp. clg. Layers EO E5 E4 B15 C15 E3 E2 AO 6 in. insul. w/6 in. I.w. conc. deck and susp. clg. Layers E0 C13 B 15 E3 E2 C12 AO 6 in. h.w, deck w/6 in. ins. and 2 in. h.w. RTS Layers EO B9 B14 E3 E2 AO 4 in. wood deck with 5 in. insulation Layers EOE5E4Cl2B13E3E2C5A0 Susp. clg, 2 in. h.w. dk, 4 in. ins, 4 in. h.w. RTS Layers EO E5 E4 B9 B6 E3 E2 AO 4 in. wood deck w/2 in. insul. and susp. ceiling Layers E0 B27 CI3 E3 E2 CI3 AO 4.54 in. ins. w/6 in. h.w. deck and 6 in. h.w. RTS Layers E0 E5 E4 C5 B20 E3 E2 C13 AO Susp. clg, 4 in. h.w. dk, 0.76 in. ins, 4 in. h.w. RTS Layers E0 E5 E4 C5 B13 E3 E2 C5 AO Susp. clg, 4 in. h.w. dk, 4 in. ins, 4 in. h.w. RTS Layers E0 E5 E4 CI3 B23 E3 E2 C5 AO Susp. clg, 6 in. h.w. dk, 2.42 in. ins, 4 in. h.w. RTS /*;frmG-i14... clg. n =0 n =1 n =2 n =3 n =4 n =5 n =6 b„ 0.00487 0.03474 0.01365 0.00036 0.00000 0.00000 0.00000 d„ 1.00000 - 0.35451 0.02267 - 0.00005 0.00000 0.00000 0.00000 6„ 0.00056 0.01202 0.01282 0.00143 0.00001 0.00000 0.00000 d„ 1.00000 -0.60064 0.08602 -0.00135 0.00000 0.00000 0.00000 6„ 0.00613 0.03983 0.01375 0.00025 0.00000 0.00000 0.00000 d„ 1.00000 - 0.75615 0.01439 -0.00006 0.00000 0.00000 0.00000 6„ 0.00000 0.00065 0.00339 0.00240 0.00029 0.00000 0.00000 d„ 1.00000 - 1.34658 0.59384 -0.09295 0.00296 - 0.00001 0.00000 6„ 0.00006 0.00256 0.00477 0.00100 0.00002 0.00000 0.00000 d„ 1.00000 - 1.10395 0.26169 -0.00475 0.00002 0.00000 0.00000 6„ 0.00290 0.03143 0.02114 0.00120 0.00000 0.00000 0.00000 d„ 1.00000 - 0.97905 0.13444 -0.00272 0.00000 0.00000 0.00000 b„ 0.00059 0.00867 0.00688 0.00037 0.00000 0.00000 0.00000 d„ 1.00000 - 1.11766 0.23731 -0.00008 0.00000 0.00000 0.00000 b„ 0.00098 0.01938 0.02083 0.00219 0.00001 0.00000 0.00000 d„ 1.00000 - 1.10235 0.20750 - 0.00287 0.00000 0.00000 0.00000 6„ 0.00000 0.00024 0.00217 0.00251 0.00055 0.00002 0.00000 d„ 1.00000 - 1.40605 0.58814 - 0.09034 0.00444 - 0.00006 0.00000 b„ 0.00000 0.00025 0.00241 0.00303 0.00074 0.00004 0.00000 d„ 1.00000 - 1.55701 0.73120 - 0.11774 0.00600 - 0.00008 0.00000 6„ 0.00000 0.00013 0.00097 0.00102 0.00020 0.00001 0.00000 d„ 1.00000 - 1.61467 0.79142 -0.13243 0.00611 - 0.00008 0.00000 b„ 0.00005 0.00356 0.01058 0.00404 0.00019 0.00000 0.00000 d„ 1.00000 - 1.59267 0.72160 -0.08275 0.00029 0.00000 0.00000 6„ 0.00002 0.00136 0.00373 0.00129 0.00006 0.00000 0.00000 d„ 1.00000 - 1.34451 0.44285 -0.04344 0.00016 0.00000 0.00000 6„ 0.00000 0.00046 0.00143 0.00057 • 0.00003 0.00000 0.00000 d„ 1.00000 - 1.33741 0.41454 - 0.03346 0.00031 0.00000 0.00000 b„ 0.00001 0.00066 0.00163 0.00049 0.00002 0.00000 0.00000 d„ 1.00000 - 1.24348 0.28742 -0.01274 0.00009 0.00000 0.00000 6„ 0.00001 0.00060 0.00197 0.00086 0.00005 0.00000 0.00000 d„ 1.00000 - 1.39181 0.46337 -0.04714 0.00058 0.00000 0.00000 b„ 0.00000 0.00001 0.00021 0.00074 0.00053 0.00010 0.00000 • 1.00000 - 1.87317 1.20950 -0.32904 0.03799 - 0.00169 0.00002 6„ 0.00000 0.00002 0.00027 0.00052 0.00019 0.00002 0.00000 d„ 1.00000 - 2.10928 1.50843 - 0.40880 0.03249 - 0.00068 0.00000 6„ 0.00000 0.00009 0.00073 0.00078 0.00015 0.00000 0.00000 d„ 1.00000 - 1.82851 1.02856 -0.17574 0.00556 - 0.00003 0.00000 6„ 0.00000 0.00002 0.00044 0.00103 0.00049 0.00005 0.00000 d„ 1.00000 - 1.91999 1.21970 - 0.30000 0.02630 - 0.00061 0.00000 6„ 0.00000 0.00009 0.00072 0.00077 0.00015 0.00000 0.00000 d„ 1.00000 - 1.84585 1.03238 - 0.17182 0.00617 - 0.00003 0.00000 b„ 0.00000 0.00014 0.00100 0.00094 0.00015 0.00000 0.00000 d„ 1.00000 - 1.79981 0.94786 -0.13444 0.00360 - 0.00001 0.00000 6„ 0.00000 0.00002 0.00022 0.00031 0.00008 0.00000 0.00000 d„ 1.00000 - 1.89903 1.13575 -0.23586 0.01276 - 0.00015 0.00000 6„ 0.00000 0.00008 0.00047 0.00039 0.00006 0.00000 0.00000 d„ 1.00000 - 1.73082 0.85681 -0.11614 0.00239 - 0.00001 0.00000 6„ 0.00000 0.00002 0.00021 0.00031 0.00009 0.00001 0.00000 d„ 1.00000 - 1.63446 0.78078 - 0.14422 0.00940 - 0.00011 0.00000 6„ 0.00000 0.00000 0.00002 0.00014 0.00024 0.00011 0.00002 d„ 1.00000 - 2.29459 1.93694 -0.75741 0.14252 - 0.01251 0.00046 6„ 0.00000 0.00000 0.00007 0.00024 0.00016 0.00003 0.00000 d„ 1.00000 - 2.27813 1.82162 - 0.60696 0.07696 - 0.00246 0.00001 6„ 0.00000 0.00000 0.00001 0.00010 0.00017 0.00009 0.00001 d„ 1.00000 - 2.41915 2.17932 - 0.93062 0.19840 - 0.02012 0.00081 b„ 0.00000 0.00001 0.00018 0.00026 0.00007 0.00000 0.00000 d„ 1.00000 - 1.99413 1.20218 -0.20898 0.01058 - 0.00010 0.00000 6„ 0.00000 0.00000 0.00003 0.00016 0.00018 0.00005 0.00000 d„ 1.00000 - 2.29665 1.86386 - 0.65738 0.10295 - 0.00631 0.00012 6„ 0.00000 0.00000 0.00003 0.00014 0.00014 • 0.00003 0.00000 d„ 1.00000 - 2.29881 1.85733 - 0.64691 0.10024 - 0.00593 0.00006 6„ 0.00000 0.00002 0.00024 0.00037 0.00011 0.00001 0.00000 d„ 1.00000 - 2.09344 1.35118 - 0.26478 0.01281 - 0.00018 0.00000 b„ 0.00000 0.00000 0.00005 0.00013 0.00007 0.00001 0.00000 d„ 1.00000 - 2.07856 1.33963 - 0.27670 0.02089 - 0.00058 0.00000 6„ 0.00000 0.00000 0.00005 0.00013 0.00007 0.00001 0.00000 CI 1.00000 - 2.13236 1.43448 - 0.32023 0.02188 - 0.00038 0.00000 File: rnrn Drawing# FROM : P0 Box 905 Puyallup, WA 98371 Tm brguytnctiero. net TO: Bob T3enedic:to City of Tukwila Plans Examiner RE: Analytical Resources This answers all you ever wanted to know about adjacent "non - affected" spaces. 1) ASIIRAE Fundamentals handbook, Chapter 22, page 1 definition of I)- Factor. a) 'Transfer rate of heat flow per unit area.... Warm side .... To cold side, per unit temperature difference between the two fluid. b) For discussion, consider Area "D" in the East half of the building. Along the "C" wall line, if I) is heated to 68 degrees and C is heated to 68 degrees, the 0- factor between the two Zero. i) ASHRAE Fundamentals handbook, Chapter 3 page 1, "Thermal energy transfer occurs in the direction of decreasing temperature, a consequence of the second law of thermodynamics." ii) For calculation purposes, given that each side of the wall will maintain a similar temperature we can establish the U -value at 0.01. 'This number is well below the prescriptive U -value of .1'! used in the original analysis c) Heat will zeal; transfer here because this particular wall as there is no decreasing temperature to draw it. .2) ASHRAE Fundamentals handbook, Chapter 24, page 10 a) Zone Method calculation: "The basic laws of heat transfer are applied by adding the area conductances CA in parallel and adding the area resistances R/A of elements in series' b) To answer and earlier question, yes, it allowable to add up all the components of a large series to determine the U and R rating,. 3) ASHRAE Fundamentals handbook, Chapter 28, page 7, i) Heat gain through interior Surfaces. ii) The space between the East and West "D" areas (G /F) if treated as Luz- conditioned will result in each "D" space using the other as part of the exterior calculation. In one instance, to evaluate the u in the West "U" along the "G" —'rF" wall you add the semi- conditioned temperature for the G/F areas minus the fully conditioned temperature of the ./Cast "D" space less 5 degrees. iii) Assume 0/F is 50 degrees and East "D" is 68 degrees, the calculated, ambient temperature of 0 /1:' is now 63 degrees. So, the transfer rate between West ''D" and C/F is set for the 5 degrees above 63. IZindest Regards, FAX NO. December 7, '3001 Mitchell Dowdy (253)606 -2830 4) The last question was the ability to add up concrete slabs. a) ASHRAE Fundamentals handbook, Chapter 39, page 12 b) Thermal Mass, essentially the more mass and density you have, the greater the capacity to held and slow the transfer rate of heat. TRANSMISSION INCLUDES THIS COVER + 5 Nov. 25 2000 10 :56AM P1 - 2 3 _ 260Z z H Z ' re w 6 00 WI S W . W u- < w d . I- ILI Z I- O Z F--. O • 52 WW I-- - . u. 0 z 0 c O FROM 39.12 THERMAL MASS The term thermatmass is commonly used to signify the ability of materials to store si tcanc amounts o c e>t r<n1T'energy and delay `heat transfer through a butTding corrtponcnt. cidelay leads to three important results. First, the slower response time tends to moderate indoor temperature fluctuations under outdoor tempera - cure swings (Rrandemuehl et al. 1990). Second, in hot or cola cli- mates, energy consumption is reduced over that for a similar low ragas building (Wilcox ct al. 1985, Newell and Snyder 1990). Third, building energy demand can be moved to off - peak periods because energy storage is controlled through correct sizing of the mass weld interaction with the HVAC system. Thermal mass can be• characterized by the thermal diffusivity of the building material a. which is defined as a = k /pc where k = thermal conductivity, p = density, and c = specific heat, Table 1 lists these properties for some basic building materials. Heat capacity (HC) is defined as the amount of heat necessary to raise the temperature of a given Mass by one degree; or HC = me where rn = component mass. The heat capacity of a building element is the sum ot'the heat capacities of each or its components. Heat transfer through a material with high thermal diffusivity is Inst. chc amount of heat stored itt It is relatively small, and the mate- rial responds quickly to changes in temperature. The effect of ther- mal mass on building behavior varies primarily with the climate at the building site and the position of the wall insulation relative to the building mass. The ideal climate for taking advantage. of thermal mass is one that has large drily temperature fluctuations. The mass can be cooled by natural ventilation at night and be allowed to "float" dur- ing the wartfer day. When outdoor temperatures are at their peak, the inside of the building rertrains cool because the heat has not yet penetrated the mass. Often. the benefits are greater during spring and fall. when sonic cli mates closely approximate this ideal case. In heating- dominated climates, thetria! mass can be used effectively to collect aad store solar gains or to score heat provided by the mechanical system, allowing the hearing system to operate during off -peak hours. The effectiveness of thermal mass also increases with the allow- able temperature swing in the conditioned space. If, for instance, interior temperatures cart fluctuate between 68 and 78T without the Intervention of I-IVAC systems, as is the case in many schools. the mass has the opportunity to charge during warm hours and dis- charge during cooler periods, Such opportunity is limited in a tabo- ratory that controls its temperatures within a 2 °F range, In nonresidential buildings, thermal mass is often morc effective in reducirig cooling, loads than heating loads, In some climates. buildings with high (pausat mass have better thermal performance than those with low matis, regardless ot'the level of insulation in the low mass building (Wilcox cc al. 198.5). Table 1 Typical Densities, Thermal Diffusivities, and Specific Heats of Common Building Materials L)eacctp• troll Concrete Steel Wood (neularion Thermal Diflu- Specific 11cit, Density, lb /ft' sivity, ft /h Htunh F •t0 484 2?.m•14 0.6 to 2,0 0.27-0.054 0.0:8 0,005 to 0.006 0 22 co 0.0271 FAX NO. : 0 2. 0.12 0.40 0.2 to 0.38 Nov, 25 2000 11:00AM Fe 1997 . ASHRAI:: Fundamentals Ilandbook For maximum effectiveness in moderating indoor temperatures, the thermal mass should be exposed to the interior, conditioned air and insulated from outdoor temperature variations. Studies to quan- tify the thermal mass effect have concentrated on three wall insula- tion strategics: interior, integral, and exterior. The latter is the most effective way to insulate the envelope of a thermal mass building. Calibrated hot box tests (Van (*tccm 1986) have shown that in wells with identical heat capacities. those with higher R- values cause larger reductions in temperature swings. Insulation is espe- cially significant in very hot climates with large daily temperature variations (Wilcox et al. 1985), To simulate the complex interactions of all envelope compo- nente. computer simulations are necessary. These programs account for material properties of the components. building geometry, ori- entation, solar gains, interne( gains, and HVAC control strategy. The calculations are usually performed on an hourly basis, using a full year of weather data. REFERENCES Andrews, S, 1989• Foam cure panels anti building systems. Cutter Informa- tion Corp„ Arlington, MA, • Arasteh, D.K., H.S. Reilly. and M.D. Rubin, 1989. A versatile procedure for calculating heat transfer throutilr windows. ASH RAE Transactions 95(2): 755 -65. Arasteh, D.K.. S. Selkowitz, and J. Hartmann. 1985. Detailed thermal per - forman,:e data on conventional and highly insulating window systems. Thermal Performance of the Exterior Envelopes of Buildings lit, 8:10. 844 Available from ASHRAE. AS(•IRAE. 1994. Re :nmmended practices for controlling moisture in crawl spaces ASH1tAE Technical Data Bullet:/r 10(3). 8randentttzhl, J.L. I.epore, and J.F. ICeide.r. 1990. Modeling and test - in! the interaction of conditioned air with building thermal mass. ASHItAE Trwysactlony 96(2):871•75. cens..dian Horne Builders 1989. Association builder's manual. Ottawa, Omni in. Carmody. 1.. 1. Christian, and K. Labs 1991. Builder's foundation hand- book ORNUCON-295. Oak Ridge National Laboratory. Christian. !.E. 1994. Moisture sources. ASTM ,Manual 11i. American Soci- ety for Testing and Materials, W. Conslwhokcn, PA. Christian, J. and 1. Kosny 1996. Thermal performance and wall ratings. ASHR.41 Journal 3S O 1 :56.65. DOE. 1991. Radiant barrier fact sheet. DOWCE- 0335p, t1,S. Dept. of Energy. OubrQis• F. and A.G. Wilson. 1992. A simple method for computing encr:y pet romance for different locations and orientations. ASHR.4 E Transac- tions 95(l ). Dudncy. C.S., 1..M. Hubbard. T.G. Matthews, R.H. Scolow, A.R. Haw- thorne, K.J. Gadsby. D.T. Harrje, l).1.. Bohac. and DJ.. `Nilson. 19S5. 1#mvestigation of radon entry and effectiveness of mitigation measures in seven houses in New Jersey. ORNL•6487 (draft). Oa z Ridge National Labotarory. Hageman, R. and M.P. Madera. l996. Energy savings and HVAC • capacity implications of a luw•emissivity interior surface for roof sheathing, ACEFF. Simonet- Study In F. ncrgy Eirteiency in Ruilding. l tealin. C P. 1985. Heat flow through a roof insulation having moisture con- tents hetwcen 0 and I percent by volume in suuinler. AS11/Z - 1E 'f'run.sac- tiuns 94( )15779 94. LEA. 199e. .4 guidebook for insulated lrnv- .trope roof systems. Annex 19: •Low -slope roof systems. International Energy Agency. Prepared by Oak Ridge National Laboratory. Jaynes, T.B. ant! W.P. Coss. 1993, Manual of heat transmission c•ueficienrs fur walls, roofs, t ailL: :.. wed floors. ASF!RAE Manual. Klcros. J. 1953. Methods of estimating air infiltration through windows. Energy ctrl' Buildings 5:243 -252. Kosny, J. and J. Christian 1995. Reducing the uncertainties associated with using the ASHRAW..zone method fur R-valuc calculations of metal frame walls. ,t.SHRAC Transactions 101(2):779 -88. Labs. K., I. Carmody. R. Sterling. L. Shen. I. Hwang. and D. Parker. 1958. Lttrihlin,, fintntituiorr design handerook. ORINL./Strb/56- 72143/1. 0414 Ride N'acional Laboratory, plewell.1' A. and M.E Snyder 1990. Cooling cost minimization using build- ing mass for rhermsl storage. ASF/R,4Ji' Trunrtic•riurs 96(2). FROM : FAX NO. : Nonresidential Cooling and Heating Load Calculations 28.7 Peak cooling load is often determined by solar hear grin through fenes. unison; this peak may our in winter months and /or at a time of day when outside air temperature is not at its peak. Heat Gain through Fenestration The sections that include Equations (39) through (47) in Chapter 29 describe one method used to calculate space cooling loud result - ing from heat transfer through renewed on. The solar heat gain pro- Mee listed in Chapter 29 are for fenestration are with no external shading. The equations for calculating shade angles (Chapter 29) can bc used to determine the shape and area of moving shadow fall- ing across a given window from external shading elements during the course of a design day. Thus, a subprofile of heat gain for that window can be created by separating its sunlit and shaded areas for each hour; modifying multipliers for inside shading devices can also be included. Exterior Shading. Nonuniform exterior shading, caused by roof overhangs. side fins. or building protections, require separate hourly calculations for the externally shaded and unshaded areas of the win- dow in question. with the SC still used to account for any internal shading devices. The areas, shaded and unshaded, depend on the location of the shadow line on a surface in the plane of the glass. Sun (1968) developed fundnnlental algorithms for analysis of shade pat. Terns. McQuiston and Spitler (1992) provide graphical data to facil- itate shadow line calculation, and the north exposure SHOE' may be taken for shaded glass (with some loss of accuracy at latitudes less than 24 north). An alternate, more accurate, method suggested by Todorovie and Curctja (1941) tirst calculates cooling loads as if the external shading were absent, then adjusts (reduces) the result to account for the shading effect. This correction appiics a - 'negative cooling load factor," calculated in mach the same way as a conventional cooling load but using the time - varying area of the shaded portion of the glass as the heat gain element. Todorovic (1987) describes the solu- tion of the moving shade line problem in the context of consequent cooling load. Temperature Considerations. To estimate the conduction of heat through fenestration at any time, applicable values of the out- door and indoor dry -bulb temperatures must be used. Chapter 26 gives design values of summer outdoor dry-bulb temperatures for many locations. These are generally mid-afternoon temperatures: for other tithes, local weather stations or NOAA can supply temperature data. Winter design temperatures should not be used in Equation (15), since such data are for heating design rather than coincident conduction heat gain with sunlit glass during the heating season. Heat Gain through Interior Surfaces Whenever a conditioned space is adjacent to a space with a dif- ferent temperature. transfer or heat through tFre separating. physical section must be considered. The heat transfer rate is given by ci = UA(t -• r (8) where rt a hoar rransfcr rare. Btu/h W = coefficient of overall heat transfer between adjacent and conditioned space, Bru/(h•ft °f) A = area or separalirtg section concerned. i't' r = tweraoC air temp.rarure in adjacent space. °F rr = air temperature in conditioned space, "F Values of 0 can be obtained from Chapter 24. Temperature may r;ingo Widely from that in the conditioned space. The tempera- ture in a kitchen or boiler room. for example, may be as much as 15 to 50 °F• ebovc the outdoor air temperature. Actual temperatures in adjoining spaces should be measured when possible. Where nothing is known. except that the adjacent space is of conventional construe• lion, contains no heat sources, and itself reeeivCt no aignilic:lnt.colar Nov. 25 2000 10:59RM P5 heat gain. r — r may be considered the di fie; ence between the out- door air and conditioned space design dry -bulb temperatures minus .5 In si cases, the air temperature in the adjacent space will correspond to the outdoor air temperature or higher, Floors. For floors directly in contact with the ground, or over an underground basement that is neither ventilated nor conditioned, heat transfer may be neglected for cooling load estimates. HEAT SOURCES IN CONDITIONED SPACES People Table 3 gives representative rates at which heat and moisture are given off by human beings in different states of activity. Often these sensible and latent heat gains constitute a large fraction or the total load. Even for short -term occupancy, the extra heat and moisture brought in by people may be significant. Chapter 8 should be referred to for detailed information; however, Table 3 summarizes design data representing conditions commonly encountered. The conversion of sensible heat gain from people to space cool. ing load is affected by the thermal storage characteristics of that space and is thus subject to application of appropriate room transfer functions (RIP). Latent heat gains are considered instantaneous. Lighting Since lighting is often the major space load component, an accu- rate estimate of the space heat gain it imposes is needed, Calculation of this load component is not straightforward: the rate of heat gain at any given moment can he quite different from the heat equivalent of power supplied instantaneously to those lights. Only part of the energy from lights is in the form of convective heat. which is picked up instantaneously by the air - conditioning apparatus. The remaining portion is in the form of radiation, which affect, the conditioned space only after having been absorbed and rereleased by %yells, floors. furniture. etc. This absorbed energy con- tributes to space cooling load only after a time in, with some part otsuch energy still present and rerldiating after the lights have been swilcned atf (Figure 2). 'there is always significant delay between the time of switching lights on and a point of equilibrium where reradiatcd light energy equals that beerte instantaneously stored. Time lag effect must be considered when calculating cooling load. since load felt by the space can be considerably lower than the instantaneous hcsc gain being Yeneratcd. and peak load for the space may be affected significtmtly. Instantaneous Heat Gain from Lighting. The primary source of heat from lighting comes from light - emitting elements, or lamps, although significant additional heat may he generated from associ- ated appurtenances in the light fixtures that house such lamps. (en crally, the instantaneous rate of heat gain from electric lighting may bc calculated from Fig.2 'Thermal Storage Effect in Cooling L from Lights 4.:.1" laia ere Ye "* FROM : 24.10 same way as a rectangular member 1,25 in. thick and 3.50 in. deep with a thermal resistance of(1.25 /0.020) x0.011 m0.69 ° F•f( 2 .h/Btu does. The Building Research Association of New Zealand (SRANZ) commonly uses this approximation, Example 3. Calculate the C- factnr of the insulated steel frame wall shown in Figure 4, Assume that the steel member has an 11.-value of 0,69 °F- ftl•h/Btu and that the framing behaves as though it occupies approalrrwtely 8% of the transmission arca. Solution. Obtain the R- values of the various building elements from Table 4. Element R (Insul.) R (Framing) 1. 0.5 -in. gypsum wallboard 0.45 0.45 2. 35 -In. mineral fiber bast insulation I I - 3. Steel framing member - 0.69 d. 0,S - in. gypsum wallboard 0.d5 0.45 RI -11.90 R2 =1.59 Thcrcfont. C a 0.08d; C = 0.629 Btu/h• ft • "f, if the steel framing, (thermal bridging) is not coesidered. the Cdactur of the wail is calculated using Equation (3) from Chapter 22 as follows: C,,, = C, = I /R n 0.084 Btu /h • fe • °F If the steel framing is accounted for using the parallel flow method. the C- factor of the wall is determined using Equation (5) from Chapter 22 as follows: If the steel framing is included using the isothermal planes method. the C- factor of the wall is determined using Equations (2) and (3) from Chapter 22 as follows: A = 0.4S + 1 /((0.92/11.00) s. (0.08/0.69)1 + 0.45 - 5.91°F • ft h /Btu C e t 0.169 Ettu /h • ft • ° it For this insulated steel frame wall, Farouk and Larson (1983) mea- sured an average R -value of 6.61 ° F.ItZ•h/13tti. In ASHRAI:/IESNA Star.dctre /90.1.1 one method given for dettrrriining the thermal resistance of wall assemblies containing metal framing involves using a parallel path correction factor P which is listed in Table SC -2 of the standard. For 2 by 4 steel fram- ing, 16 in. OC, F = 0.50. Using the correction factor method, an C „ = (0.92x0.08.) +(0.08 x 0 629) = 0.128 Btu /h • ft' • °f Rrtme = 7.81'F • ft2 • h /Btu 1. Gypsum wallboard 2. Steel framing member 3. Mineral fiber batt insulation 4. Gypsum wallboard FAX NO. : rig. 4 Insulated Steel Frame Wall (Example 3) 9SMi�l�7wwthx+•,. b[' M�+ W' fr,+.:*✓ n+ �1T-• r«utrrawc•oMN'wr.*nnw+w+HLiM,/.1 is k -value of 6. ° F•ft 2 •h /Btu (0.45 + 1 1(0.50) + 0.453 is obtained for the wall described in Example 3. Zone Method of Calculation For structures with widely spaced metal members of substantial cross - sectional arca. calculation by the isothermal planes method can result in thermal resistance values that arc too low. For these constructions, the zone method can be used. This method involves two separate computations-one for a chosen limited portion, Zone A. containing the highly conductive element; the other for the remaining portion of simpler construction, Zone B. The two com- putations are then combined using the parallel flow method, and the average transmittance per unit overall area is calculated. The basic laws of heat transfer arc applied by adding the area conductances CA of elements in parallel. and adding area resistances NA of ele- ments in series. The surface shape of Zone A is determined by the metal clement, For a metal beam (see Figure 5). the Zone A surface is a strip of width W that is centered on the beam, For a rod perpendicular to panel surfaces. it is a circle of diameter W. The value of W is calcu- lated from Equation (1), which Is empirical. The value ofd should not be less than 0,5 in. for still air. where nr = width or diameter of metal heat path terminal, in. d = distance from panel surface to metal. in, Generally, the value of W should be calculated using Equation (1) for each end of'the metal heat path; the larger value, within the limits of the basic arca, should be used as illustrated in Example 4. Example 4. Calculate transmittance of the roof deck shown in Figure 5, Tee-bars at 2 in. OC support glass fiber form hoards. gypsum con- crete, and built -up roofing. Conductivities of components are: steel. 3l ..t Btu.in/h•f 'F; gypsum concrete. 1,66 (itu•in/h•ft' and glass fiber form board. 0.25 Btu. in /h•ft Conductance of built up roofing is 3.00 limih•ft'-• "F. 0.302 7 0.052 O 2 *0 ROOFING GyPSUN • oyscacrE STEEL ELL I! 7CC GLASS PI$E4 INs`uLA • TON w -3 %•- I' /, -• -�• ) /i • 2 ZONE A LONE B Nov. 25 2000 10: 581:1M P4 1997 ASH R.AL Fundamentals Handbook W =rrrt SASICAMA s ant ZONE A 11I I PLAN ELEVATION s' ZONE 8 el. r. ZrEE NON..0 ItL, NO. 4 AREA IV It. 0 o.2oz' - 0 o.soa 0.010 0.202 0107 1 , i AIP 0 0.302 , pane Of Ala rll.L 24 s ( gypsum Roof lmeck on Bulb Tees (I-:xain1ile 4) (1) �! ` t.' Q►• ?l/ c�1Wdr4tA4 +tXMAta%Na!a.•hlfc't. *i,� Terminology and Symbols 22,1 THERMAL INSULATION 22.2 Basic Materials 22,2 Physical Structure and Form 22.2 Properties 22.2 I HEAT FLOW 22.4 Factors Affecting Thermal Performance 22.4 Thermal Transmittance 22.6 Factors Affecting Heat Transfer Across Air Spaces 22.7 Calculating Overall Thermal Resistance 22.7 Calculating Surface Temperatures 22.8 Heat Flow Calculations 22.8 i t FROM : THERMAL AND MOISTURE CONTROL IN INSULATED ASSEMBLIES -- FUNDAMENTALS ROPER design of space heating. air - conditioning, refrigera- tion, and other industrial systems requires knowledge of ther- mal insulations and thermal behavior of building structures. This chapter deals with heat and moisture transfer definitions, fundamen- tals and properties of thermal insulation materials, heat flow calcu- lations, economic thickness of insulation, and the fundamentals of moisture as it relates to building components and systems. TERMLNOLOGY AND SYMBOLS the following heat and moisture transfer definitions and sym- bols arc commonly used in the building industry. The following 1-P units are used in the definitions: British thermal unit, (But). hour (h). temperature ( °F), absolute temperature ( temperature dif- ference (°F), feet (tr). inches (in.), pound (lb). grains (gr), and incites of mercury (in. Hg). Thermal transmission, heat transfer, or rate of heat flow. Thc flow of heat energy induced by a temperature difference. Heat may be transferred by conduction, convection, radiation, and mass trans- fer. These can occur separately or in combinations, depending on specific circumstances. Thermal conductivity, k. The time rate of heat flow through a unit area of homogeneous material in a direction perpendicular to isother- mal plants, induced by a unit temperature gradient. (ASTM Standard C I68 defines homogeneity.) Units are Bru .in/h•ft °ForBtut/h•ft• °F. Thermal conductivity must be evaluated for a specific mean temper - ature. because in most materials it varies with temperature. For porous materials, hear flows by a combination of modes and may depend on orientation. direction, or both. The measured prop- erty of such materials may be called effective or apparent thermal conductivity. The specific test conditions (i.e., sample thickness, orientation. environment, environmental pressure. surface remper- ature, mean temperature, and temperature difference) should be reported with the values. With thermal conductivity, the symbol � ,,,,,, is used to note the lack of pure conduction or to indicate that all values reported are apparent. Thermal resistivity, R The reciprocal of thermal conductivity. inks are °F.ft Thermal conductance, C- factor, C. Time rate of heat flow ,h a unit area of a body induced by a unit temperature differ - n. octween the body surfaces. Units arc Btu/h•ft - °F. he preparation of this chapter is assigned to TC d 4. Thermal Insulation td Moisture Retarders. FAX NO. : Nov. 25 2000 10:58AM P3 CHAPTER 22 INSULATION THICKNESS 22.9 Economic Thickness: Mechanical Systems 22.9 Economic Thickness: Building Envelopes 22.10 FUNDAMENTALS OF MOISTURE IN BUILDINGS 22.12 Moisture Problems in Buildings 22.12 Properties of VVater Vapor in Air 22.13 Moisture in Building Materials .. 22.13 Moisture Migration 22.14 Water Vapor Retarders and Airflow Retarders 22.16 Steady -State Design Tools 22.18 Mathematical Models 22,21 Preventing Surface Condensation 22.21 When the two defined surfaces of mass -type (i.e., nonreflectivc) thermal insulation have unequal areas, ;rs in the case of radial heat flow through a curved block or through a pipe covering (see Table 2 it Chapter 3) or through materials of nonuniform thickness, an appropriate mean area and mean thickness must be given. Heat flow formulas involving materials that arc not uniform slabs must con- tain shape factors to account for the area variation involved. When heat flow is by conduction alone. thermal conductance of a material may he obtained by dividing the thermal conductivity of the material by its thickness. When several modes of heat transfer are involved, the apparent or effective thermal conductance may be obtained by dividing the apparent thermal conductivity by the thickness. Where air circulates within or passes through insulation, as it may with low- density fibrous materials, the effective thermal con- ductance is affected. Thermal conductances and thermal resistances of the snore com- mon building materials and industrial insulations arc tabulated in Table 4 in Chapter 24 Heat transfer film coefficient (or surface coefficient of heat transfer or surface film conductance), h or f. Heat transferred between a surface and a fluid in unit time through unit area induced by unit temperature difference between the surface and the fluid in contact with it, Bcu/h•ft °F. Surface film resistance. The reciprocal of the heat transfer film coefficient, °F.ft The surrounding space must be air or other fluids for convection to take place. If the space is evacuated, the only heat flow is by radiation, Note that subscripts i and o often denote, inside and outside sur- face resistances and conductances. respectively. Thermal resistance R- v;nlue, R. Under steady conditions, the mean temperature difference between two defined surfaces of mate. rial or construction that induces unit heat tlow through a unit area, ft Thermal transmittance, II-factor, U. The time rate of heat flow per unit area under steady conditions from the fluid on the warm side of a harrier to the fluid on the cold side, Der unit t<m- perature difference between the two fluids, It is determined by first evaluating the ft-value and then computing its reciprocal. U. in Btu /h•ft ° F. The U•factor is sometimes called the overall coefficient of heat transfer. In building practice, the heat transfer fluid is uir, L'he temperature of the fluid is obtained by averaging its temperature over a finite region near the surface involved. mok Grow. tinsoe- i n jlow rctrlpr 1 Sons, an -iso- 2(4):3. k. ocelcr- 7trlPr ationat :gores[ an htrniec, Laminar AS :idE oxford A York. . 1 sound al VITA. 37, c. Mid. c Eng; , eciraw- •( cue . lions Icncr. in .dvisory meter's- ; Trw- . Harper :Urbana. °rentiee- C.An•ittr• gincer:t, FROM : ' gesr�r f Near Transfer Processes 3.1 Stead•State Conduction 3,1 Overall He Transfer 3 2 Transient Heat Flow 3,4 Thermal Radiation 3.6 H EAT is energy in transit due to a temperature difference. The thermal energy is transferred from one region to another by three modes of heat transfer: conduction, convection. and radia- lion. Heat transfer is among a group of energy transport phenomena that includes mass transfer (see Chapter 5), momentum transfer or fluid friction (see Chapter 2), and electrical conduction. Transport phenomena have similar rate equations, in which flux is propor- tional to a potential difference. In heat transfer by conduction and convection. the potential difference is the temperature difference. Heat, mass, and momentum transfer are often considered together because of their similarities and interrelationship in many common physical processes. This chapter presents the elementary principles of single -phase he transfer with emphasis on heating, refrigerating, and air condi- tioning. Boiling and condensation are discussed in Chapter 4, Mom specific information on heat transfer to or from buildings or refrig- erated spaces can be found in Chapters 24 through 30 of this volume and in Chapter 26 of the 1994 ASHRAE Handbook Refrigeration. Physical properties of substances can be found in Chapters 18, 22, 24. and 36 of this volume and in Chapter 30 of the 1993 AtSHRAF• Handbook — Fundamentals. Heat transfer equipment, including evaporators, condensers, heating and cooling coils. furnaces, and radiators, is covered to the 1996/ASH/Ole: Handboak. and Equipment. For further Information on heat transfer, see the section on Bibliography. HEAT TRANS/4:R PROCESSES FAX NO. : Thermal Conduction. This is the mechanism of heat transfer whereby energy is transported between parts of u cc ntinuum by the transfer of kinetic energy between particles or groups of particles at Tile atomic level. la eases, conduction is caused by clastic collision of molecules: in liquids and electrically nonconducting solids. it is believed to be caused by longitudinal oscillations of the lattice structure. Thermal conduction in metals occurs, like electrical con- duction, thruuoh the motion of free electrons. Thermal energy trans• ter occurs in the direction of decreasing, temperature, a consequence of the second Inw of thermodynamics, In solid opaqurbodies, Met ma conduction is the signitiea� n'Tirrinsfer rrrechanism because no net material tlows in the process. With (lowing fluids, thermal conduction dominates in the region very close to a solid boundary, where. the flow is laminar and parallel to the surface and where there is no eddy motion, Thermal Convection. This Cum of heat transfer involves energy transfer by fluid movement and molecular Conduction (Burmeister 1983, Kays and Crawford 1980). Consider heat transfer to a fluid flowing inside a pipe. If the Reynolds number is large enough, three diff'er'ent flow regions exist. immediately ' adjacent to thc wall is a laminar sublayer where heat transfer CHIAP7 °FR 3 HEAT TRANSF ER Nov, 25 2000 10:57AM P2 Natural Convection 3.11 Forced Convection 3.12 (_mended Surface 3.17 Symbols 3.22 occurs by thermal conduction; outside the laminar sublayer is a transition region called the buffer Layer, where both eddy mixing and conduction effects are significant; beyond the buffer layer and extending. to the center of the pipe is the turbulent region, where the dominant mechanism of transfer is eddy mixing. in most equipment, the main body of fluid is in turbulent flow, and thc laminar layer exists at the solid walls only. In cases of low - velocity Clow in small tubes, or with viscous liquids such as oil (i.c., at low Reynolds numbers). the entire now may be laminar with no transition or turbulent region. When fluid currents are produced by external sources (for exam- ple, a blower or pump), the solid -to -fluid heat transfer is termed forced convection, lithe fluid flow is generated internally by non - homogeneous densities caused by temperature variation, the heat transfer is termed free convection or natural convection. Thermal Radiation. In conduction and convection, heat trans• fee • takes place through matter. In thermal radia.tion, there is a change in energy form from internal energy at the source co ele.c- trotnagnctie energy for transmission, then back to internal energy at the receiver. Whereas conduction and convection arc affected primarily by temperature Jiffcrcnce and somewhat by temperature level, the heat transferred by radiation increases rapidly as the cem- peraturc inCrC Sts. Although some generalized heat transfer equations have been mathematically derived rrom fundamentals, they are usually u1Jt,,ided from correlations of experimental data. Normally, the cor- relations employ certain dimensionless numbers, shown in Table 1, that are derived from dimensional tinalysis or analogy, STEADY -STATE CONDUCTION For steady-state heat conduction in one dimension, the Fourier law is tl = — (kA) r MONMENESSMINEESsemmesememmemp '. '... j'...., �. w« �t'. u `•awewrryy�gV�g1.tG',655'lJU+]�M (1) q = heat flow rare, Btu /h k = thermal conductivity, Btu • ft/h. rr=• "F A = eruss•scctional area norurtt to flu..., ft= &Mx = temperature gradient, °F /1't Equation (1) states that the heat (low rate q in the x direction is directly proportional to the temperature gradient dr /dr and the cross - sectional area A normal to the heat Clow. The proportionality factor is the thermal conductivity k. The minus sign indicates that the heat Clow is positive in the di rectiodordecreasing temperature.. Conduc- tivity values arc sometimes given ill other units, but consistent units must be used in Equation (1). T'ne preparation or this chapter is assigncd t Te 1.3, He 'Transfer and Fluid Ar■f2— 3.1 1 ,.. ..:. �.. • :c > :.n' ' .:L^ L� '+': �� ,r -?�'y. :.!- 'r�N!� �✓.F.;1 t u' '' 7�5'a.rt�` y .� `%mil \"}+ii�:Hi� �1,- .:�. - s�.. ice. .J.. `��lY . +J' I S'A ,✓`{�i't4i'Jia�.•. a .J.v: Mitchell Dowdy PO Box 905 Puyallup, WA 98371 253.548.1120 fax Tmbrguy @netzero.net September 27, 2001 City of Tukwila Community Development RE: Analytical Resources Tenant Improvement 4611 South 134th Street Tukwila, WA 98188 Dear Plan Reviewer, General Considerations: Zone Descriptions: Mechanical Permit No. M01 -153 Associated Bldg Permit No. D01 -27 In the Building Division Review Letter dated September 18, 2001, Item #2 raised the question of whether or not this improvement met the requirements of the 1997 WSEC chapter 1133(a) whereas: Change of Occupancy or use, Any unconditioned space that is altered ... Semi - heated space that is altered ... shall be required to be brought into full compliance with this code. Completion of the 1997 Washington State Nonresidential Energy Code Compliance Form indicates that this Tenant Improvement is in Compliance. The predominate statement of 1133(a) is "space that is altered ... brought into full compliance ". The options to bring this building into compliance would be 1) Prescriptive approach to all affected areas or 2) Component approach to the affected areas. The Prescriptive approach will not work as exposing the footing to install perimeter insulation is not a resource viable alternative. The Component approach for each affected area would not work as there would be too many assumptions made to bring each separate area into compliance. What I have done is to divide this project into Zones A through G. Analysis of each zone was subsequently combined to form a whole analysis. This better reflects the overall use and efficiency of the entire structure. To achieve this, Zones were established to note the changes between altered space and non - altered space. This was especially useful in determining altered and non - altered between upper and lower floors. Please refer to sheet M1.1B for the layout of these Zones and sheet M1.1C for an elevation sketch for each Zone. Within the NREC form Envelope UA Calculations I have denoted the values for Newly Remodeled (NR) areas where U -value determination is based on various tables found in chapters 13 and 20 of the 1997 WSEC (attached) or in the case of the Roof Deck, calculation was made by the use of WATTSUN 5.6. Spaces outside the scope of 1133(a) were assigned prescriptive (P) values as found in WSEC table 13 -1 CORRECTION LTR# A: 30 x 100 w/ existing office space above 3000 sq.ft. ceiling 130 if slab perimeter 11' first floor ceiling (common to all first floor ceilings) (253) 606 -2830 RECEIVED CITY OF TUKWIL.A SEP 2 8 2001 PERMIT CENTER M0fr163 ceika <tti iuf 13.75' second floor ceiling (common to all second floor ceilings) B; 20 x 33 no change to existing 53 x 24.75 existing wall area C: 17 x 93 w/ existing space first floor 110 If slab perimeter 110 x 11 existing wall area D: All spaces subject to WSEC 1133 (a) E: 33 x 60 w/ existing office space above 1980 sq.ft. ceiling F: 33 x 33 w/ existing office space above 1122 sq.ft. ceiling G: 47 x 33 Existing fully heated 1551 sq.ft. ceiling 33 If slab perimeter 33 x 24 existing wall area Roof Deck U -Value = .316 This value was generated by WATTSUN 5.6 automatic value calculator: design assumptions were: Roofing rvalue = .33 : Facing rvalue = .31 Decking Thickness 1.125" Framing Factors Exposed .854 Beam .146 I am confident that you will find this analysis complete and in compliace with 1997 WSEC as indicated the compliance forma Should you have any questions, please feel free to call me. Space Heat Type Q Electric resistance ® All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are Insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 256.0 - 16411.0 X 100 = 1.6% Concrete/Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete /Masonry O Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Envelope Requirements (enter values as applicable) Fully heated /cooled space Minimum Insulation R- values Roofs Over Attic N/A All Other Roofs 4611 S. 134th Street N/A Opaque Walls N/A Below Grade Walls N/A Floors Over Unconditioned Space Applicant Name: Sound Heating Inc. N/A Slabs -on -Grade N/A Radiant Floors WA N/A Applicant Phone: 253.535.6249 Maximum U- factors Opaque Doors 0. 600 Vertical Glazing 0. 750 Overhead Glazing N/A Maximum SHGC (or SC) Vertical /Overhead Glazing I Project Info Project Address Analytical Resources Date 9/27/2001 4611 S. 134th Street For Building Department Use Tukwila, WA 98188 Applicant Name: Sound Heating Inc. Applicant Address: 5209 122nd Street East, Tacoma, WA 98446 Applicant Phone: 253.535.6249 1997 Washington State Nonresidential Energy Code Compliance Forms Semi- heated space* Minimum Insulation R- values Roofs Over Semi - Heated Spaces* *Refer to Section 1310 for qualifications and requirements Notes: 1997 War' State Nonresidential Energy Code Comp" , pce Form Envelope Summary Climate Zon - ENV -SUM First Edition, June 1998 Project Description I ❑ New Building ❑ Addition ❑ Alteration 0 Change of Use Compliance Option ❑ Prescriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Opaque Concrete /Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC z 9.0 Btu /ft'• °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (including insulation R -value & position) U- factor _;:, iil!?H# .�N."•tfln`.A'Lr:�.l ".'a�'itdt` 14014447 G514144. , rttifttir frrr.�i:5 Project Address Analytical Resources Date 9/27/2001 Space Heat Type 0 Electric resistance 0 All other For Building Department Use Glazing Area as % gross exterior wall area 1. 6% Prop. 40.0% Max.Target Concrete/Masonry Option 0 Yes Q 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 List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) Vertical Glazing U= 0.750 Plan ID 4040 Ex Window U= Plan ID A3.OB U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan 1D: 0.750 96.0 72.0 0.900 96.0 86.4 Glazing % Electric Resist. Other Heating 0 -15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% not allowed 0.60 >30 -40% not allowed 0.50 (see Table 13 -1 for Conc/Masonry values) Overhead Glazing Over Attics U =2.150 Plan ID Exist Skylights U= Plan ID (5) 4'xe U= Plan ID M1.1B U= Plan ID: 2.150 160.0 344.0 1.450 160.0 232.0 Glazing % Electric Resist. Other Heating 0 -15% 0.80 1.45 >15 -20% 0.80 1.40 >20 -30% not allowed 1.30 >30 -40% not allowed 1.25 (see Table 13 -1 for Conc./Masonry values) I Oth.Roofs U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Opaque Doors U= 0.600 Plan ID west U= 0.600 Plan ID North U= 0.600 Plan ID North U= Plan ID A3.0B U= Plan ID: 0.600 60.8 36.5 0.600 20.3 12.2 1.200 40.5 48.6 0.600 121.5 72.9 Electric Resist. Other Heating 0.60 0.60 °•• JanO CIRII• R =P21 Plan ID A,B,E,F,c R =NR Plan ID C,D R= Plan ID: 0.050 8360.0 418.0 0.316 17680.0 5586.9 0.360 26040.0 9374.4 Electric Resist. Other Heating 0.031 0.036 Other Roofs R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating, 0.034 0.050 Opaque Walls' R =NR Plan ID west R= P11 Plan ID west R =NR Plan ID west R= P11 Plan ID west R= NR Plan ID North R= P11 Plan ID North R =NR Plan ID East R= P11 Plan ID East R =NR Plan ID South R= P11 Plan ID South R= Plan ID: * *Note: sum of Target Areas here should equal 0.610 1980.0 1207.8 0.140 412.5 57.8 0.610 330.0 201.3 0.140 816.8 114.3 0.610 3451.3 2105.3 0.140 1003.75 140.5 0. 610 2062.5 1258.1 0.140 1476.75 206.7 0.610 1980 1207.8 0.140 2680 375.2 Target Opaque Wall Area (see back) 0.250 16193.5 4048.4 ** ** Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 Conc(int) 0.19 0.19 Conc(oth) 0.25 0.25 I �II�rv\ u I'o R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 r wuw Over I nrnnr 1 R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: _ Electric Resist. Other Heating 0.029 0.056 a� o R= P10 Plan ID East R = P10 Plan ID North 0.540 93.0 50.2 0.540 50.0 27.0 0.540 646.0 348.8 Electric Resist. Other Heating 1994 War.k;ngton State Nonresidential Energy Code Comr " -nce Form Envelope UA Calcul. ons Climate Zonel ENV -UA 1997 Washington Stale Nonresidential Energy Code Compliance Forms First Edition, June 1998 ai3; K'j'r OG= 160.0 OG= VG= 96.0 26040.0 Glazing % Electric Resist. Other Heating 0 -20% 1.00 1.00 >20 -30% not allowed 0.65 >30 -40% not allowed 0.45 • (see Table 13 -1 for Conc/Masonry values) *Note: Manufacturer's SC may be used in lieu of SHGC. Totals 16193.5 Glazing List components by assembly ID & page # Proposed SHGC SHGC* x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Bugen z Li Li izidd Ei Li Li Lidaeibb 1.000 256.0 256.0 Glazing % Electric Resist. Other Heating 0 -20% 1.00 1.00 >20 -30% not allowed 0.65 >30 -40% not allowed 0.45 • (see Table 13 -1 for Conc/Masonry values) *Note: Manufacturer's SC may be used in lieu of SHGC. Totals Totals 256. 256. tt .6'o cn m m R= P10 R= P10 R= NR R= 19941 ^tington State Nonresidential Energy Code Corr 'lance Form Plan ID south • 0.540 20.0 10.. F =0.54 F =0.54 Plan ID west 0.540 33.0 17.8 Plan ID Balance 0.730 450.0 328.5 Plan ID: For CMU walls, Indicate core insulation material. Totals 43257.0 13827 .3 For compliance: 1) Proposed Total Area shall equal Target i otat Area, ana [) F'roposea 1997 Washington Slate Nonresidential Energy Code Compliance Forms (see Table 13 -1 for radiant floor values) Totals' 43257.0 iota UA shall not exceea I arget total UM. 14162.9 Climate Zone 1 ENV -SHGC :irsl Edition, June 1998 For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: 1997 NREC revisions allow SHGC compliance for vertical and overhead glazing to be calculated together. The 1994 Forms required separate calculations for vertical and overhead glazing. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 1 6564.4 Roofs over Attics Other Roofs Walls) Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls I 16411.0 1 X 40.0% ( 1 100 1= I 6564.4 rC Target OG Area in Roofs over Attics Max Glazing Area (Table 13 -1) 160.0 B lesser 6564.4 Proposed Opaque Area 26040.0 I 16193.5 1 - Max OG Remaining I 6404.4 1 Target OG Area in Other Roofs Proposed OG Area Target OG Area+' 160.0 Proposed VG Area Maximum Target Glazing Area 1 0 lesser 6404.4 160.0 Target VG Area Target VG Area 96.0 Target Opaque Area 26040.0 Target Opaque Area Proposed Opaque Area + 96.0 1 _ I 96.0 1 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. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. I 16193.5 1 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK 'f. %3 Building 1997 Washington State Permit Pla Checklist ENV -CHK Nonresidential Energy Code Compliance Forms First Edition, June 1998 Project Address Analytical Resources 'Date 9/27/2001 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed yes 1302 Space heat type: Other If "Other", Indicate on plans that electric resistance heat is not allowed Ml . 0 n.a. 1310.2 Seml- heated spaces Semi- heated spaces Identified on plans if allowed 1311 Insulation n.a. 1311.1 Insul. installation Indicate densities and clearances n.a. 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents Installed; Indicate face stapling of faced batts n.a. 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; n.a. 1311.4 Floor Insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents n.a. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected n.a. , 1311.6 Radiant floor Indicate R•value on wall section or foundation detail; Indicate slab Insulation extends down vertically 36" from the top; Indicate above grade exterior insulation Is protected; Indicate insulation also under entire slab where req'd. by Official yes 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area M1.113 yes 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, gas fillings A3. oa n.a. 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area- weighted calculations as necessary) 1313 Moisture control n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side n.a. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section n.a. 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage n.a. n.a. 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing /door sealing Indicate weatherstripping n.a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yes Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary If "no" Is shown for any ques Ion, provide explanation: 1997 V' -- hington State Nonresidential Energy Code Cor 'ance Form .4 , . }.: c ; It N;434...4/titki/.4454 it?Jt1Se &S t1� 9 Si r 4:k tdB»SSAi� A�:�wl .fl tt v sf ti Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof /Ceiling Insulation: Open -blown or poured loose - fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced bait insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty -four inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty -four inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty -four inches or to the frostline, whichever is greater. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty -six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty-six inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. 1997 W — `in ton State Nonresidential Ener• Code Con nce Form Building Permit Plans Checklist 1997 Washington State Energy Code Compliance Forms • ENV -CHK First Edition, June 1998 Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 27 of Standard RS -27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof /ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. Z W c4 2 JU O 0 N W= CO lL W O }} �J. I. a co = a W Z = I O Z H uj O • N O H W • W. ▪ r u. .• W U =. O ~ Z All Insulation Installed? Opaque 1Atills R -19 Below gradewalls(ext) R -10 Below grade walls(othr) R-19 Roofs over attics R-38 All other roofs R -30 Floors over uncond. R -30 Slabson -grade R-10 Radiant floors RAO Opaque doors U -0.60 Gazing Criteria Met? Gazing Vert. OH Area % U U SHGC 00 -20% 0.40 0.80 1.00 Envelope Summary sack) Climate Zone ENV -SUM 1997 Washington Slate Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional 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 requirements, the following two categories comprise all space heating types: Other: All other space heating systems including gas, solid fuel, oil, end propane space heating systems and those systems listed In the exception to electric resistance. (continued at right) it AB wells R-11 Insulation? yes yes <40% Glazing? no - __..____ _ r All insulation Installed? Opaque IAblis R -11 Below gradewalls(e)d) R -10 Bel ow grade walls(othr) R-11 Roofs over attics R-30 All other roofs R -21 Fl oors over unoond.v. R -19 Slabson.grade R -10 Radiant floors R-10 Opaque doors U-0.60 Gazing Criteria Met? Glazing Vert. OH Area % U U SHGC 00-15% 0.90 1.45 1.00 15.20% 0.75 1.40 1.00 20-30% 0.60 1.30 0.65 30-40% 0.50 1.25 0.45 no i yes no 1997 We `Tgton State Nonresidential Energy Code Comr - •ce Form Masonry - Vlfill Criteria OK? - - - - -- no (below) yes r <25% no Glazing? yes M insrlation installed? Opaque Wills R -11 Masonry walls (int) U-0.19 Masonry walls(other) 110.25 Below grade walls(ext) R -10 Below grade walls (oth r) R -11 Roofs over attics R-30 All other roofs R -21 Floors over unoond.sp. R -19 Slabson-grade R -10 Radiant floors R -10 Opaque doors U-0.60 Start Electric Re no Heat? yes Gazing Criteria Met? Gazing Vert OH Area % U U SHGC 00-10% 0.90 1.45 1.00 10-15% 0.75 1.40 1.00 15 -20% 0.65 1.30 0.80 20 -25% 0.60 1.30 0.65 no yes .. ........ Presoiptive Path Allowed Component Performance or I Systems Anal yss Required Electric Resistance: Space healing systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 Wlft of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance healing In variable air volume distribution systems. Masonry --- -- -•- --- \Mill Criteria OK? yes (below) . r <20% Gazing? yes M Insulation Installed? Opaque Wills R -19 Masonry walls (int) U-0.19 Masonry walls (other) 0-0.25 Below gradewalls(ext) R -10 Below grade walls(othr) R-19 Roofs over attics R -38 All other roofs R-30 Fl oors over uncond. R-30 Si abs-on-grade R -10 Radiant floors R -10 Opaque doors 110.60 Glazing Criteria Met? Glazing Vert. 011 Area % U U SHGC 00-20% 0.40 0.80 1.00 yes no no r no Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC O" Totals Area (sf) Area weighted HC: divide total of (HC x area) by Total Area HC x Area First Edition, June 1998 r All - wells R -19 no insulation? ' I yes r <20% ' . no Glazing? yes .I. yes no "If the area weighted heat 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 Section 2009. +t ion ,��.?Sd. i y Ut„,t. ai ∎A:i... File: 10-2_1'7 mm Drawing# ill! 1- , ie Di rat Iv t-,C) ALI La •• (15 ■• 0 /77i Maximum Glazing Area as % of Wall 0 to 10 % >10 to 15 % >15% to 20 % >20% to 25 % Opaque Doors Maximum U- Factor Max. SHGC Maximum U- Factor Max. SHGC Maximum U- Factor Max. SHGC Maximum U- Factor Max. SHGC VG OG VG VG OG VG I OG VG OG 0.80 VG I OG 0.80 1. Electric resistance heat 0.40 0.80 1.0 0.40 0.80 1.0 0.40 0.80 1.0 NOT ALLOWED 2. All others including heat pumps and VAV 0.90 1.45 1.0 0.75 1.40 1.0 0.65 1.30 0.80 0.60 1.30 0.65 Maximum Glazing Area as % of Wall 0% to 15% >15% to 20% >20% to 30% >30% to 40% Opaque Doors Maximum U- Factor Max. SHGC4 Maximum U- Factor Max. SHGC Maximum U- Factor Max. SHGC4 Maximum U- Factor Max. SHGC VG OG VG OG VG I OG VG I OG 1. Electric resistance heat 0.40 0.80 1.0 0.40 0.80 1.0 PRESCRIPTIVE PATH NOT ALLOWED 2. All others including heat pumps and VAV 0.90 1.45 1.0 0.75 1.40 1.0 0.60 1.30 0.65 0.50 1.25 0.45 Space Heat Type Components Roofs Over Attic All Other Roofs Opaque Walls " Opaque Doors Floor Over Uncond Space Slab On Grade 1. Electric resistance heat R -38 or U =0.031 R -30 or U =0.034 R -19 or U= 0.062 U =0.60 R -30 or U =0.029 R -10 or F =0.54 2. All others including heat pumps and VAV R -30 or U =0.036 R -21 or U =0.050 R -11 or U =0.14 U =0.60 R -19 or U =0.056 R -10 or F =0.54 . WASHINGTON STATE ENERGY CODE,.. 90 TABLE 13 -1 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 1 MINIMUM INSULATION R- VALUES OR MAXIMUM COMPONENT U- FACTORS FOR ZONE 1 Building Components Glazin MAXIMUM GLAZING' AREAS AND U- FACTORS AND MAXIMUM GLAZING SOLAR HEAT GAIN COEFFICIENTS FOR ZONE 1 Footnotes 1. Below Grade Walls: When complying by the prescriptive approach, Section 1322: a) walls insulated on the interior shall use opaque wall values, b) walls insulated on the exterior shall use a minimum of R -10 insulation, c) those portions of below grade walls and footings that are more than 10 feet below grade, and not included in the gross exterior wall area, may be left uninsulated. When complying by the component performance approach, Section 1331: a) walls insulated on the interior shall use the opaque wall values when determining Ubr° , b) walls insulated on the exterior shall use a target U- factor of U=0.070 for Ubni , c) those portions of below grade walls and footings that are more than 10 feet below grade, and not included in the gross exterior wall area, need not be included when determining Abr, and k 2. Concrete Masonry Walls: If the area weighted heat capacity of the total opaque above grade wall is a minimum of 9.0 Btu /ft • °F, then the U- factor may be increased to 0.19 for interior insulation and 0.25 for integral and exterior insulation for insulation position as defined in Chapter 12. Individual walls with heat capacities less than 9.0 Btu /ft • °F and below grade walls shall meet opaque wall requirements listed above. Glazing shall comply with the following: 3. Metal Stud Walls: For metal stud construction U=0.11. 4. SHGC (Solar Heat Gain Coefficient per Section 1312.2): May substitute Maximum Shading Coefficient (SC) for SHGC (See Section 1210 for definition of Shading Coefficient). 5. Radiant Floors: Where insulation is required under the entire slab, radiant floors shall use a minimum of R -10 insulation or F =0.55 maximum. Where insulation is not required under the entire slab, radiant floors shall use R -10 perimeter insulation according to Section 1311.6 or F =0.78 maximum. Effective 7/01/98 : `anii ::ti•gti :<t �:• { }} i r4 {{.:{ ? >: :• }:•: �: i }:� }`. ....... ... ... :• . fit. r �.( .�■I' }:••: Unheated Slab Uninsulated slab 0.73 -- -- -- 2-ft Horizontal (No thermal break) -- 0.70 0.70 0.69 4 -ft Horizontal (No thermal break) -- 0.67 0.64 0.63 2 -ft Vertical -- 0.58 0.54 0.52 4 -ft Vertical — 0.54 0.48 0.45 Fully insulated slab — -- 0.36 -- Heated Slab Uninsulated slab 0.84 -- -- — Fully insulated slab -- 0.74 0.55 0.44 R -5 Center (With perimeter insulation) — — 0.66 0.62 R -10 Center (With perimeter insulation) — -- -- 0.51 3 -ft Vertical -- -- 0.78 -- • WASHINGTON STATE ENERGY CODE') 2003 On -Grade Slab Floors 2003.1 General: Table 20 - lists heat loss coefficients for unheated and heated on -grade slab floors, in units of Btu/h • °F per lineal foot of perimeter. 2003.2 Component Description: All on - grade slab floors are assumed to be 6 inch concrete poured directly onto the earth. The bottom of the slab is assumed to be at grade line. Monolithic and floating slabs are not differentiated. Soil is assumed to have a conductivity of 0.75 Btufh • ft • °F. Slabs 2 feet or more below grade should use basement coefficients. 2003.3 Insulation Description: Coefficients are provided for the following three configurations: TABLE 20 - Default F- Factors for On -Grade Slabs Two Foot (or Four Foot) vertical: Insulation is applied directly to the slab exterior, extending downward from the top of the slab to a depth of 2 feet (or 4 feet) below grade. Two Foot (or Four Foot) horizontal: Insulation is applied directly to the underside of the slab, and run horizontally from the perimeter inward for 2 feet (or 4 feet). The slab edge is exposed in this configuration. Fully insulated slab: Insulation extends from the top of the slab, along the entire perimeter and completely covers the area under the slab. Thicker perimeter insulation covers the slab edge and extends 2 feet under the slab. 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K..n r+ i�' �i>' w% si }r,;e;r4�.ii �{c£ii?.:w:{:dr.+fi 0.61 Exposed Concrete, Both Sides NA NA NA R -5 Interior Insulation, Wood Furring NA NA NA 0.16 R-6 Interior Insulation, Wood Furring NA NA NA 0.15 R -10.5 Interior Insulation, Wood Furring NA NA NA 0.12 R -8 Interior Insulation, Metal Clips NA NA NA 0.12 R-6 Exterior Insulation NA NA NA 0.13 R -10 Exterior Insulation NA NA NA 0.09 6" CONCRETE POURED OR PRECAST Not for Default Table 20 -5B Effective 7/01/98 1997 EDITION 1. Grouted cores at 40" x 48" on center vertically and horizontally in partial grouted walls. 2. Interior insulation values include 1/2" gypsum board on the inner surface. 3. Furring and stud spacing is 16" on center. Insulation is assumed to fill furring space and is not compressed. 4. Intermediate values may be interpolated using this table. Values not contained in this table may be computed using the procedures listed in Standard RS -27. 125 .S is yyrr. ^ .. Uninsulated Metal 1.20 Single 2.15 2.15 Double 1.45 1.00 Low -e(0.40) or Argon 1.40 0.95 L - + Argon 1.30 0.85 Low- e( Air 1.30 0.90 Low- e( + Argon 1.25 0.80 Triple 1.25 0.80 .S is Uninsulated Metal 1.20 Insulated Metal (Including Fire Door and Smoke Vent) 0.60 Wood 0.50 Sin l le i 1.45 1.45 Double 0.90 0.75 1/2 Inch Air, Fixed 0.75 0.60 1/2 Inch Air, Low- e( Fixed 0.60 0.50 1/2 Inch Arlon, Low- e( Fixed 0.50 0.40 WASHINGTON STATE ENERGY CODF\ r - 2006 Default U Factors for Glazing and Doors 2006.1 Untested Glazing and Doors: Untested glazing and doors shall be assigned the following U factors: Vertical Glazi Overhead Glazi Opac Doors NOTES: Where a gap width is listed (i.e.: 1/2 inch), that is the minimum allowed. Where a low - emissivity emittance is listed (i.e.: 0.40, 0.20, 0.10), that is the maximum allowed. Where a gas other than air is listed (i.e.: argon), the gas fill shall be a minimum of 90%. Where an operator type is listed (i.e.: fixed), the default is only allowed for that operator type. Where a frame type is listed (i.e.: wood /vinyl), the default is only allowed for that frame type. Wood /Vinyl frame includes reinforced vinyl and aluminum -clad wood. 126 TABLE 20 Default U- Factors for Vertical Glazing, Overhead Glazing and Opaque Doors Effective 7/01 /98 z z W re c C uQ] D: J U U O U) 0 . W Z `. j.- U) �. W O 1 I J fn cj W S z I- O z La U O N:. O F W w u' O .. z W = Of. . z 1 Uninsulated Metal 1.20 Insulated Metal (Including Fire Door and Smoke Vent) 0.60 Wood 0.50 WASHINGTON STATE ENERGY CODF\ r - 2006 Default U Factors for Glazing and Doors 2006.1 Untested Glazing and Doors: Untested glazing and doors shall be assigned the following U factors: Vertical Glazi Overhead Glazi Opac Doors NOTES: Where a gap width is listed (i.e.: 1/2 inch), that is the minimum allowed. Where a low - emissivity emittance is listed (i.e.: 0.40, 0.20, 0.10), that is the maximum allowed. Where a gas other than air is listed (i.e.: argon), the gas fill shall be a minimum of 90%. Where an operator type is listed (i.e.: fixed), the default is only allowed for that operator type. Where a frame type is listed (i.e.: wood /vinyl), the default is only allowed for that frame type. Wood /Vinyl frame includes reinforced vinyl and aluminum -clad wood. 126 TABLE 20 Default U- Factors for Vertical Glazing, Overhead Glazing and Opaque Doors Effective 7/01 /98 z z W re c C uQ] D: J U U O U) 0 . W Z `. j.- U) �. W O 1 I J fn cj W S z I- O z La U O N:. O F W w u' O .. z W = Of. . z 1 PERMIT NO.: D - Z ( BUILDING PERMITS INSPECTIONS ❑ 1 Progress Inspection Status ❑ 2 Pre- construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection/Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 72 Marriage Lines ❑ 90 Resteel ❑ 95 Footing Drains ❑ 100 Foundation Footings ❑ 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space ❑ 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing ❑ 500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ❑ 610 Chimney Installation/All Types 2( 700 Framing ❑ 750 Roof /Ceiling Insulation ❑ 800 Floor Insulation ❑ 801 Wall Insulation ❑ 802 Exterior Root' Insulation ❑ 803 Glazing Inspection 0 815 Lighting and Controls 900 Suspended Ceiling Q--1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre- reroof ❑ 1400 Final -Fire 2'1700 Final - Building ❑ 1900 Final - Reroof ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special- Mom/Resist Cone Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special - Welding ❑ 4005 Special- High- Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special- Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special- Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 4012 Special - Grading, Excav/Fill ❑ 4013 Special - Retaining Wall ❑ 4014 Special -Panels ❑ 4015 Special -Smoke Control System 4 eA. ( teideait; r 444,6 , t7 01.L, Z„o{ /44. l TENANT NAME: N ' "/ C 4 L 26 Sv0 eCe S CONDITIONS ❑ 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division ❑ 10002 Plumbing permits shall be obtained through King Co ❑ 10003 Electrical permits obtained through L & I ❑ 10004 All mechanical work shall be under separate permit ❑ 10005 All permits, insp records & approved plans available ❑ 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall be special inspected ❑ 10009 Bolts installed in concrete shall be special inspected ❑ 10010 When special inspection is required...notify Tukwila Building Division ❑ 1001 1 The special inspector shall submit a final signed report ❑ 10012 Any new ceiling grid and light fixture installation ❑ 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & calcs shall be on site ❑ 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the roofing contractor verifying fire retardant class of roof ❑ 10019 All construction to be done in conformance w /approved plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of ❑ 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated ❑ 10026 All structural masonry shall be special inspected ❑ 10027 Validity of Permit ❑ 10028 Rack storage requires separate permit ❑ 10030 No occupancy of building until final insp by Bldg Div ❑ 10031 Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations. flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of O will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 10042 Fuel burning appliances ❑ 10043 Appliances, which generate ❑ 10044 Water heater shall be anchored ❑ 10045 . Reroof ❑ "Anchoring — All new construct and substantial impro ent shall be anchored to prevent flotation" Plan Reviewer: Permit Tech: Date: l -23 - Zoo Z Date: }Sp S4A,r,:1:'4 TO: BUILDING DIVISION — Brenda Holt, Permit Coordinator cf FROM: PUBLIC WORKS DEPT. — David McPherson, Associate Engineer DATE: September 7, 2001 SUBJECT: Analytical Resources, Inc. Tenant Improvement 4611 S 134 Place Permit No. D01 -217 I have approved the tenant improvement for Public Works issues, under permit no. D01 -217. Informational Comments MEMORANDUM 1. The owner has provided a signed Street Frontal Improvement Proportionate Fair Share Agreement and this agreement has been sent to King County for recording. 2. A plan has been submitted under permit no. MI01 -153, for a backflow device, Detector Double Check Valve Assembly (DDCVA). 3. Corrections have been made to plan sheets A0.0 & A1.0 regarding correct street name, legal descriptions, and parcel numbers. 4. Owner has provided a completed Non - Residential Sewer Use Certificate. This form is at the Public Works counter and needs to be signed by the Owner. 5. Should permits PRE01 -019, D01 -217, and MI01 -153 be linked with a `P' permit? PERMIT NO.: at , BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types V 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 0800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 0900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire (01700 Final- Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom /Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: CONDITIONS Plan Reviewer: Permit Tech: ctW.4L t ((G? 134001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof Et All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated 4 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit [vj 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ X 6039 Final approval for all TI w /in the limits of the SC Mall is 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroof' Date: i Dater _4 •. rr. ...:.., :A.n,,:wm , .eY.rrU+eSi N't . t. =:i: �t} ;b ds t L =v a,a� ��; r.;tiS�� t+Nb �Y:rSvr,��2 ��tiii i �"u�'1�iWl��t4te � 'ras�i3;i;'t�t`i. >t�.�Ssc�i�:�� DATE: August 14, 2001 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS PROJECT: Analytical Resources, Inc. 4611 S. 134 Place PERMIT NO: D01 -217 PLAN REVIEWER: Contact David McPherson at (206) 433 -0179, ext.1638, if you have any questions regarding the following comments. Half - street frontal improvements are required per TMC 11.64 (or) owner shall enter into a Street Frontal Improvement Proportionate Fair Share Agreement, with the City of Tukwila — see enclosed form. A backflow device, Detector Double Check Valve Assembly (DDCVA) is required to be designed and stamped, by a State of Washington Licensed Engineer. The DDCVA shall be installed as part of this permit and shall include the relocation of the existing service line (domestic), and upgrade the water meter box as applicable — see enclosed. 3. Correct street name is S. 134`" Place not Street. 4. Legal descriptions shown on sheet A0.0 are incomplete and /or incorrect. 5. Property tax parcels as shown on sheet A0.0, should include 261320 -0042, 0047 & 0048. August 15, 2001 Dave Mitchell Arlon Partners, LLC 400 Ninth Avenue N Seattle, WA 98109 . RE: CORRECTION LETTER #1 Development Permit Application Number D01 -217 Analytical Resources, Inc 4311 South 134th Place Dear Mr. Mitchell: This letter is to inform you of corrections that must be addressed before your development permit 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 Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. DO 1 -2 1 7 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206.431 -3b65 Flammable Materials Analytical Resources Inc. will use some flammable solvents in the facility at 1146 S. 134th Street in Tukwila. The solvents listed below will be stored only in approved safety cabinets. The exact location of the cabinets will be determined when the building is occupied. MSDS sheets for the solvents are enclosed. Solvent maximum amount stored Methanol 5 gal Acetone .10 gal Acetonitrile 5 gal RECEIVED CITY OF TUK .JUL 2 0 ZOOl PERMIT CENTER Defr zi City of Zu`lcwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 MEMORANDUM hO 14 /7 TO: A Dfr FROM: v© DATE: l CY°1/ 1 / SUBJECT: All a ha at ' C S 5/7e-le /1 r „ /� �yDO Jam- / Zn. /70-yei..15/ (206) 433 -1800 7 Other: Legal Description: 20011010000026 CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET CD Return Address CITY OF TUKWILA Office of the City Clerk C- 6200 Southcenter Blvd C) Tukwila, WA 98188 (206) 433 -1800 ✓ t Document Title(s): STREET FRorJ rt4 L /nit> eiwarrIerxr .r-4 Pgo Po a. T 76 ARr 164lR SHARE A G�Q�Efrn�,i.rT' co Parties: City of Tukwila, WA 6200 Southcenter Boulevard 02 Tukwila, WA 98188 Wait, NER eti At.1.4 Last First initial AR orJ PA kTr.l1ERS / LL c Company Name (if business) 4 o o IJ p4v4.. N 0 +I Address S V4 9% )09 City State Zip -- A)041-21 - 7 S Fe. Fxt✓ct8r� X 19 Ma TTA C,� - its Assessor's Property Tax Parcel/Account Number(s): ZGI'�'Z,o oo4'L 241320- 001-7 2. - 00 : W ,J U U 0 co W= J H .. CD W 0 g Q = a Ili _ , F- 0 Z F-= W W ; U 0` O to O H W W �. • 6 w z' U - 0 Z LEGAL DES PARCEL A 261320 -0042 THAT PORTION OF TRACTS 14 AND 15 OF FOSTORIA GARDEN TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 9 OF PLATS AT PA6E(5) 95, KINE COUNTY, WASHINGTON, DESCRIBED AS FOLLLOWSI COMMENCING AT THE NORTHEASTERLY CORNER OF SAID TRACT 15, THENCE ,aOVTH 44•43' EAST 9094 FEET, THENCE SOUTH 40'17 K ST 272.12 FEET, THENCE NORTH 44 °43' WEST 182.14 FEET TO A POINT, THENCE SOUTH 40•17' HEST 10 FEET, THENCE NORTH 44'43' Y'EST 3275 FT, THENCE NORTH 40'1T EAST 232.12 FEET, THENCE SOUTH 49 EAST 30 FEET, THENCE SOUTH 40' IT )' 5T 119 FEET, THENCE SOUTH 44'43' EAST 130 FELT, THENCE NORTH 401 "1' EAST 119 FEE=T TO A POINT, THENCE SOUTH 41 EAST 15 FEET TO POINT OF 13£-6INNIN6 PARCEL B, 261320 -0041 THE NORTHEASTERLY 252 FEET OF THE NORTHWESTERLY ONE ACRE OF THE SOUTHEASTERLY 1.86 ACRES OF LOT 14 OF FOSTORIA 6ARDEN TRACTS, AGGORDIN6 TO PLAT RECORDED IN VOLUME OF PLATS AT PA6E5(5) 95, IN KIN6 COUNTY, WASHINSTON, EXCEPT THE NORTHEASTERLY 119.11 FEET THEREOF PARCEL. CI 261320 -0048 THE NORTHEASTERLY 111.11 FEE=T OP THE NORTNHESTI°RL't' ONE ACRE OF THE SOUTHEASTERLY 1.36 ACRES OF LOT 14, AND THE NORTHEASTERLY 10 FEET OF THE NORTHEASTERLY 119.11 FEET OF THE SOUTHEASTERLY 0.86 ACRES OF LOT 14, ALL IN FOSTORIA bAIiDEN TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME OF PLATS AT PA6E(5) 93, IN KIN6 COUNTY, WASHINGTON Exhibit `A' Z irt 6 D JU UO: NO . W =: , J H. co IL : W O' g ¢ `. d : Z I- 0: Z H; 10 0 I- =0. u. - z' ' U U i N! z Street Frontal Improvement Proportionate Fair Share Agreement TMC 11 64 requires the construction of curb, gutter, sidewalk and other frontal improvements for new and remodeling construction when - floor area is increased by 20% - alterations, repairs, remodeling exceed 25% of the previous building value - 25,000 square feet is added - or building value is increased by $250,000 00 The proposed tenant impr vements for non Partn LC at 4611 S 134 Place in Tukwila (Tax parcels 261T0-0042, 261M -0047 and 0048) meets or exceeds at least one of the conditions stated m TMC 11 64 Anon Partners, LLC is obliged to participate in funding future frontal improvements, and waives the right to protest L I D or U L I D formation Anon Partners will pay a proportionate fair share based upon construction costs for the frontal improvements if the City proceeds with construction • This agreement shall be binding upon the parties, their respective heirs, legal •4 representatives, assignees, transferees and successors, and runs with the land This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35 91, and the cost of said recording will be paid by the City So that Anon Partners, LLC can remove encumbrances from the property caused by this agreement, Anon Partners, LLC can pay the City Anon Partners, LLC pro -rata share for the project costs These costs will be made available to Anon Partners, LLC upon written request to the Public Works Director Mark Weidner, Partner Arion Partners, LLC 400 Ninth Ave North Seattle, WA 98109 206 - 389 -6156 Date Street Frontal Improvement Proportionate Fair Share Agreement Page 2 Address t t (, 11 S, t 3 t-1 P j4 c e, 2Gi ,to 24d)1,0 26./3,-2.0 G0 M . l30 ^00�{ - -�� 37 —00t 1)vvf u .e w l L. L� Owner 4 v lam STATE OF WASHINGTON County of t? /lJG, On this day personally appeared before me 14 ark (2.)4 t 4n to be known to be the individuals) described in and who executed the within and foregoing instrument, and acknowledged that he /she /they signed the same as his /her /their free and voluntary act and deed, for the uses and purposes therein mentioned Given under my hand and official seal this 2 day of A u w s fr CITY OF TUKWILA lic Works Directo ) ss Signature do LION)/ Ho c Print Name NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT My commission expires cjG/ lc 12oo3 Date Sdp�L�nt- s, 2� i Manufacturer's Name ABSOLUTE STANDARDS INC Emergency Telephone Number 1- 800 -368 -1131 Address (Number, Street, City, State, and ZIP Code) Telephone Number for Information 1- 203 - 281 -2917 44 Rossotto Dr., Hamden CT, 06514 Date Prepared 7/1/94 Signature of Preparator (optional) Jack Criscio Boiling Point Specific Gravity (H20 = 1) 65 °C 0.79 Vapor Pressure (mm Hg) Melting Point 96 -98 °C Vapor Density (AIR = 1) Evaporation rate 1.11 (Butyl Acetate = 1) 4.6 ABSOLUTE STANDARDS, INC. 44 Rossotto Dr. Hamden, CT 06514 1 Material Safety Data Sheet (MSDS) May be used to comply with OSHA's Hazard Communication Standard 29 CFR 1910.1200., Section (g)(c)(1). Standard must be consulted for specific requirements. Contact name below for further information. (DEN TYS r ,•.r, CAS # i r. t z , AN 00067.56 -1 Section I Section II - Hazardous Ingredients /Identity Information Hazardous Components (Specific Chemical Identity; Common Name(s)) METHANOL METHYL ALCOHOL See Attached Certified Weight Report For Other Analytes Present At Trace Quantities. Section III - Physical /Chemical Characteristics Solubility in Water COMPLETE Appearance and Odor CLEAR, COLORLESS LIQUID WITH CHARACTERISTIC PUNGENT ODOR. Section IV - Fire and Explosion Hazard Data Flash Point (Method Used) Extinguishing Media USE ALCOHOL FOAM, DRY CHEMICAL OR CARBON DIOXIDE. Special Firefighting Procedures Firefighters should wear proper protective equipment and self- contained breathing apparatus with full facepiece operated in positive pressure mode. Move containers from fire area if It can be done without risk. Use water to keep fire- exposed containers cool. Unusual Fire and Explosion Hazards Vapors may flow along surfaces to distant ignition sources and flash back. Closed containers exposed to heat may explode. Contact with strong oxidizers may cause fire. Burns with a clear, almostinvisibleflame. Section V - Reactivity Data Stability Unstable Stable Incompatibility (Materials to Avoid) Hazardous Decomposition or By- products Hazardous Polymerization May Occur Will Not Occur Methanol -MSDS- 070194 (CLOSED CUP) 12 °C Conditions to Avoid X (Flammable Limits X Heat, Flame , Other ignition sources. Strong oxidizing agents, Strong acids, Zinc, Aluminum, Magnesium rEe— Carbon monoxide, Carbon dioxide, Formaldehyde Conditions to Avoid Heat, Flame , Other ignition sources. U.S. Department of Labor Occupational Safety and Health Administration (Non- Mandatory Form) Form Approved OMB No. 1218 -0072 Note: Blank spaces are not permitted. If any item Is not applicable, or no information Is available, the space must be marked to Indicate that. OSHA PEL ACGIH TLV 260 260 MG /M3 Page 1 of 2 Other Limits Recommended NA n (i. j 800 -368 -1131 % (optional) > 97 LEL IUEL 60% 36% CITY OF TUKWILA PERMIT-G:- Printed 10/12/00 bole-2.17 J i�i�i_'"+h�t,y;:�' «i 4. �:wcf`.isr fl �tirb1�9i1�• r� 'SU ABSOLUTE STANDARDS, INC. Carcinogenicity: Waste Disposal Method Other Precautions None Protective Gloves Other Protective Clothing or Equipment Methanol -MSDS- 070194 YES Section VI - Health Hazard Data Route(s) of Entry: Inhalation? Skin? Ingestion? YES YES YES Health Hazards (Acute and Chronic) Chronic ettects of overexposure may include kidney and /or liver damage Signs and Symptoms of Exposure Inhalation and ingestion are harmful and may be fatal. Inhalation and Ingestion may cause headache, nausea, vomiting, dizziness, narcosis, suffocation, lower blood pressure, central nervous system depression. Contact with skin or eyes may cause irritation. Prolonged skin may result in dermatitis. Eye contact may result in temporary comeal damage. Medical Conditions Generally Aggravated by Exposure Eye disorders, skin disorders, liver or kidney disorders Emergency and First Aid Procedure Call a physician. If swallowed, if conscious, give large amounts of water. Induce vomiting. If inhaled, remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. In case of contact, immediately flush eyes or skin with plenty of water for at least 15 minutes while removing contaminated clothing and shoes. Wash clothing. before reuse. Section VII - Precautions for Safe Handling and Use Steps to be Taken in Case Material is Released or Spilled Wear self- contained breathing apparatus and full protective clothing. Shut off ignition sources: no flares, smoking or flames in area. Stop leak If you can do so without risk. Use water spray to reduce vapors. Take up with sand or other non - combustible material and place into container for later disposal. Flush area with water. Dispose in accordance with all applicable federal, state and local environmental regulations. Precautions to be Taken in Handling and Storage Bond and ground containers when transferring liquid. Keep containers tightly closed. Store In a cool, dry, well - ventilated, flammable liquid storage area. Section VIII - Control Measures Respiratory Protection (Specify Type) Respiratory protection required if airborne concentration exceeds TLV. At concentrations above 200 ppm, a self contained breathin apparatus is advised. Ventilation Local Exhaust Special NA Mechanical (General) Other YES NA SAFETY GOGGLES Work/Hygienic Practices GOOD LABORATORY PRACTICES Note: NA = Not Applicable or Not Available. 44 Rossotto Dr. Hamden, CT 06514 800 - 368 -1131 NTP? IARC Monographs? OSHA Regulated? NO NO NO The information in this Material Safety Data Sheet meets the requirements of the United States Occupational Safety and Health Act and regulations promulgated thereunder (29 CFR 1910.1200 et. seq.) and the Canadian Workplace Hazardous Materials information System. This document is intended only as a guide to the appropriate precautionary handling of the material by trained personnel, or supervised by a person trained in chemical handling. The user is responsible for determining the precautions and dangers of this chemical for his or her particular application. Depending on usage, protective clothing including eye and face guards and respirators must be used to avoid contact with material or breathing chemical vapors/fumes. Exposure to this product may have serious adverse health effects. This chemical may interact with other substances. Since the potential uses are so varied, ABSOLUTE STANDARDS INC. cannot warn of all the potential dangers of use or interaction with other chemicals or substances. ABSOLUTE STANDARDS INC. warrants that the chemical meets the specifications set forth on the label. ABSOLUTE STANDARDS INC DISCLAIMS ANY OTHER WARRANTIES, EXPRESSED OR IMPLIED WITH REGARD TO THE PRODUCT SUPPLIED HEREUNDER, ITS MERCHANTABILITY OR ITS FITNESS FOR A PARTICULAR APPLICATION. The user should recognize that this product can cause severe injury or death, especially if improperly handled or the known dangers of use are not heeded. READ ALL PRECAUTIONARY INFORMATION. As new documented general safety information becomes available, Absolute Standards Inc. will periodically revise this Material Safety Data Sheet. If you have any questions, please call Technical Service at 1- 800 -368 -I 131 for assistance. Page 2 of 2 Printed 10/12/00 Manufacturer's Name ABSOLUTE STANDARDS INC Emergency Telephone Number 1 -800- 368 -1131 Address (Number, Street, City, State, and ZIP Code) Telephone Number for Information 1- 203 -281 -2917 44 Rossotto Dr., Hamden CT, 06514 Date Prepared 7/1/94 Signature of Preparator (optional) Jack Criscio Boiling Point Specific Gravity (H20 = 1) 56 °C 0.79 Vapor Pressure (mm Hg) Melting Point 181 -95 °C Vapor Density (AIR = 1) Evaporation rate 2 (Butyl Acetate = 1) 14.4 Material Safety Data Sheet (MSDS) May be used to comply with OSHA's Hazard Communication Standard 29 CFR 1910.1200., Section (g)(c)(1). Standard must be consulted for specific requirements. Contact name below for further information. IDENTITY CAS # Acetone 00067 -64 -1 Section I ABSOLUTE STANDARDS, INC. Section II - Hazardous Ingredients /identity Information Hazardous Components (Specific Chemical Identity; Common Name(s)) Acetone Dimethyl ketone; 2- Propanone; Dimethyl ketal Benzene Cas# 71 -43 -2 See Attached Certified Weight Report For Other Analytes Present At Trace Quantities. Section III - Physical /Chemical Characteristics olubiiity in Water 100% Appearance and Odor CLEAR, COLORLESS LIQUID WITH CHARACTERISTIC SWEET ODOR. Section IV - Fire and Explosion Hazard Data Flammable Limits Autoignition Temperature: 464 °C LEL 2.6% Flash Point (Method Used) Extinguishing Media USE ALCOHOL FOAM, DRY CHEMICAL OR CARBON DIOXIDE. (Water may be ineffective) Special Firefighting Procedures Firefighters should wear proper protective equipment and self - contained breathing apparatus with full facepiece operated in positive pressure mode. Move containers from fire area if it can be done without risk. Use water to keep fire - exposed containers cool. Explosion Data - Sensitivity to Static Discharge: None Identified. Unusual Fire and Explosion Hazards Vapor may form along surfaces to distant ignition sources and flash back. Contact with strong oxidizers may cause fire. Toxic gases produced may include: Carbon monoxide, Carbon dioxide. Section V - Reactivity Data Unstable Stable X Stability Incompatibility (Materials to Avoid) Hazardous Decomposition or By- products Hazardous Polymerization May Occur Will Not Occur X Acetone -MSDS- 070194 (CLOSED CUP) -17 °C Conditions to Avoid Conditions to Avoid 44 Rossotto Dr. Hamden, CT 06514 800 - 368 -1131 Heat, Flame , Other ignition sources. U.S. Department of Labor Occupational Safety and Health Administration (Non - Mandatory Form) Form Approved OMB No. 1218 -0072 Note: Blank spaces are not permitted. 11 any item Is not applicable, or no information Is available, the space must be marked to indicate that OSHA PEL 750ppm 1 ppm Heat, Flame , Other ignition sources. Strong oxidizing agents, Strong acids, Strong bases, halogen acids and halogen compounds, caustics, amines and ammonia, chlorine and chlorine compounds. Carbon monoxide, Carbon dioxide, Formaldehyde Page 1 of 2 ACGIH TLV 750ppm 10 ppm Other Limits Recommended LD50(oml•mt)(mgrkg) =9750 LOSO(oml• rat) (mg4m).4700 % (optional) > 90 <10 UEL 13.0% RECE \p i\1.fa ciT 1 • pt gt' ,� G c tdSC•R Printed 5/6/96 Doi -Z1? .. ,3.H:✓.c't,:;:;4it7;:.; 0 iS:k i ;st a:dit'L'ua'.Ir.'a�$"i a iiVi. }`y,4,y,1(�s1Fr1.'l'`r�; :Cui ;`-�:. *.t VLn,:i `w' F;i,'a9n1:`, ABSOLUTE STANDARDS, INC. Section VI - Health Hazard Data Route(s) of Entry: Health Hazards (Acute and Chronic) Target Organs Carcinogenicity: Inhalation? YES Reproductive Effects None identified Section VII - Precautions for Safe Handling and Use 44 Rossotto Dr. Hamden, CT 06514 800 - 368 -1131 Respiratory_ystem, lungs, eyes, skin. Skin? Ingestion? YES YES Chronic effects of overexposure may include central nervous system depression. Kidney damage, Liver damage. NTP? IARC Monographs? OSHA Regulated? NO NO NO Signs and Symptoms of Exposure: Inhalation and ingestion are harmful and may be fatal. Inhalation and Ingestion may cause headache, nausea, vomiting, dizziness. irritation of respiratory tract, coma, gastrointestinal Irritation and unconsciousness. Contact with skin or eyes may cause irritation. Prolonged skin may result in dermatitis. Eye contact may result in temporary corneal damage. Medical Conditions Generally Aggravated by Exposure Chronic respiratory disease, skin disorders, eye disorders. Emergency and First Aid Procedure Treatment for accidental ingestion of a small amount of Acetone is unnecessary. If a large amount has been ingested, administer an aqueous charcoal slurry. It inhaled, remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. In case of contact, immediately flush with plenty of water for at least 15 minutes while removing contaminated clothing and shoes. Wash clothing before reuse. Steps to be Taken in Case Material is Released or Spilled: Wear self - contained breathing apparatus and full protective clothing. Shut off ignition sources: no flares, smoking or flames in area. Stop leak if you can do so without risk. Use water spray to reduce vapors. Take up with sand or other non - combustible material and place Into container for later disposal. Flush area with water. Waste Disposal Method Dispose in accordance with all applicable federal, state and local environmental regulations. EPA Hazardous Waste Number: D002 (Toxic Waste) Precautions to be Taken in Handling and Storage Bond and ground containers when transferring liquid. Keep containers tightly closed. Store in a cool, dry, well - ventilated, flammable liquid storage area. Other Precautions Use general or local exhaust ventilation to meet TLV requirements. Storage color code Red (flammable). Section VIII - Control Measures Respiratory Protection (Specify Type) Respiratory protection required if airbourne concentration exceeds TLV. At concentrations above 200 ppm, a self contained breathing apparatus is advised. Ventilation Local Exhaust Special NA Protective Gloves Mechanical (General) Other Protective Clothing or Equipment Work/Hygienic Practices GOOD LABORATORY PRACTICES Note: NA = Not Applicable or Not Available. Acetone -MSDS- 070194 11Frot ,r" YES YES SAFETY GOGGLES Other NA The information in this Material Safety Data Sheet meets the requirements of the United States Occupational Safety and Health Act and regulations promulgated thereunder (29 CFR 1910.1200 et. seq.) and the Canadian Workplace Hazardous Materials information System. This document is intended only as a guide to the appropriate precautionary handling of the material by trained personnel, or supervised by a person trained in chemical handling. The user is responsible for determining the precautions and dangers of this chemical for his or her particular application. Depending on usage, protective clothing including eye and face guards and respirators must be used to avoid contact with material or breathing chemical vapors /fumes. Exposure to this product may have serious adverse health effects. This chemical may interact with other substances. Since the potential uses are so varied, ABSOLUTE STANDARDS INC. cannot warn of all the potential dangers of use or interaction with other chemicals or substances. ABSOLUTE STANDARDS INC. warrants that the chemical meets the specifications set forth on the label. ABSOLUTE STANDARDS INC DISCLAIMS ANY OTHER WARRANTIES, EXPRESSED OR IMPLIED WiTH REGARD TO THE PRODUCT SUPPLIED HEREUNDER, ITS MERCHANTABILITY OR ITS FITNESS FOR A PARTICULAR APPLICATION. The user should recognize that this product can cause severe injury or death, especially if improperly handled or the known dangers of use are not heeded. READ ALL PRECAUTIONARY INFORMATION. As new documented general safety information becomes available, Absolute Standards inc. will periodically revise this Material Safety Data Sheet. If you have any questions, please call Technical Service at 1- 800 -368 -1131 for assistance. Page 2 of 2 Printed 5/6/96 �.�f .�. ci +.r , a..xx.t....+ti rY4tf'S.:. nTfF ': YN�I; �i1 .;v..c+3,w.+?;:uoa Sai$+FSS."t'iik'.*'.:}2i'L`v�C ..B ?'iF ° .Y1. , /i4 4�: •15 :f r:'i3'r'is% Y�si,,�f.7i�uF vJiFJ�1 Y� 'J�4`+.�in171iNJic.Sfz'+)�r13:s Section 1- Product Identification : - • Product Name: Acetonitrile Section.2 - Hazardous Ingredients : _ = ::; . = Component CAS Number % wt or % vol OSIIA PEL TWA ACGIII TLV TWA CARCINOGEN OSHA IARC NTP Acetonitrile ?'> 75 -05 -8 >99 67 mg/m3 67 mg/m3 N N N Other Compounds — Refer to Certificate of Analysis N/A <10 — — — Section 3 - Hazards Identification: - ; ;:: == .:=":-': I ecer**er Emergency Overview *** I Potential Health Effects All chemicals should be considered hazardous - direct physical contact should be avoided. Major health Hazards: Causes respiratory tract irritation and eye irritation, may be irritating to the skin, may cause blood disorders, may cause convulsions, may cause adverse reproductive effects, may affect the central nervous system. Carcinogenicity: Refer to hazards luting on the Certificate of Analysis and label. ., Section 4 - First. Aid: Measures ° :':' ° ''' "' - _ Inhalation: When safe to enter area, remove from exposure to fresh air immediately. Use a bag valve mask or similar device to perform artificial respiration if needed. Keep warm and at rest. Eye Contact: Wash eyes immediately with large amounts of water or normal saline, occasionally lifting upper and lower lids, until no evidence of chemical remains. Skin Contact: Remove contaminated clothing, jewelry, and shoes immediately. Wash with soap or mild detergent and large amounts of water until no evidence of chemical remains (at least 15 -20 minutes). Ingestion: if ingestion is discovered and patient is asymptomatic, administer syrup of ipecac and/or gastric lavage, using tap water, dilute sodium bicarbonate solution or preferably, if available, dilute potassium permanganate solution (1:5000). Activated charcoal is ineffective. Lavage should be performed by qualified medical personnel. If vomiting occurs, keep head lower than hips to help prevent aspiration. If person is unconscious, turn head to side. After first aid, get appropriate medical support immediately. Section 5 - Fire-Fighting Measures.. Flash Point: 42 °F (6 °C) Autolgnition Temperature: 975 °F (524 °C) Flammability Classification: 113 (OSHA) Extinguishing Media: Dry chemical, carbon dioxide, water spray or alcohol - resistant foam. For larger fires, use water spray, fog or alcohol- resistant foam. Fire or Explosion Hazards: Dangerous fire hazard. Vapors are heavier than air and may travel a considerable distance to a source of ignition and flash back. Vapor -air mixtures are explosive. Fire- Fighting Instructions: Do not release runoff from fire control methods to sewers or waterways. Fire - Fighting Equipment: Because fire may produce toxic thermal decomposition products, wear a self- containedbreathing apparatus (SCBA) with a full facepiece operated in pressure- demand or positive- pressure mode. "r L. ' ` `' CITY OF 1 ,.: ._. _ . i>0 i ' 2 17 PERMIT CENTER Revision Date:09 /98 Acetonitrile Section 6 - Accidental Release Measures SpilULeak Procedures: Due to the small quantity involved, spills or leaks should not pose a significant problem. Wear personal protective equipment and protect from ignition. A leaking container may be placed in a plastic bag and normal disposal procedures followed. Absorb small spills on paper, vermiculite or other absorbent. Regulatory Requirements: Follow applicable OSHA regulations (29 CFR 1910.120). Section 7 - Handling and Storage Handling Precautions: Use appropriate OSHA/MSMA approved safety equipment. Wear chemical goggles, face shield, gloves, and chemical resistant clothing such as a laboratory coat and/or a rubber apron to prevent contact with eyes, skin, and clothing. Storage Requirements: Store tightly closed in a cool, dry place. Ventilation required. Avoid heat, flames, sparks, and other sources of ignition. Protect from physical damage. Regulatory Requirements: Store and handle in accordance with all current regulations and standards. Section :8`- Exposure Controls / Personal Protection Ventilation: Provide general or local exhaust ventilation systems to maintain airborne concentrations below OSHA PELs (Sec. 2). Local exhaust ventilation is preferred because it prevents contaminant dispersion into the work area by controlling it at its source. Respiratory Protection: Seek professional advice prior to respirator selection and use. Follow OSIIA respirator regulations (29 CFR 1910.134) and, if necessary, wear a MSIIA/NIOSH- approved respirator. Select respirator based on its suitability to provide adequate worker protection for given working conditions, level of airborne contamination, and presence of sufficient oxygen. For emergency or non - routine operations (cleaning spills, reactor vessels, or storage tanks), wear an SCBA. Warning! Air- purifrLig respirators do not protect workers in oxygen - deficient atmospheres. If respirators are used, OSHA requires a written respiratory protection program that includes at least: medical certification, training, fit - testing, periodic environmental monitoring, maintenance, inspection, cleaning, and convenient, sanitary storage areas. Protective Clothing/Equipment: Wear chemically protective gloves, boots, aprons, and gauntlets to prevent prolonged or repeated skin contact. Wear protective eyeglasses or chemical safety goggles, per OSHA eye- and face - protection regulations (29 CFR 1910.133). Contact lenses are not eye protective devices. Appropriate eye protection must be worn instead of, or in conjunction with contact lenses. Safety Stations: Make emergency eyewash stations, safety /quick -drench showers, and washing facilities available in work area. Contaminated Equipment: Separate contaminated work clothes from street clothes. Launder before reuse. 1 emove this material from your shoes and clean personal protective equipment. Comments: Never eat, drink, or smoke in work areas. Practice good personal hygiene after using this material, especially before eating, drinking, smoking, using the toilet, or applying cosmetics. Section 9 - Physical and Chemical Properties Specific physical and chemical properties for this mixture have not been determined, however, data has been provided for the solvent, Acetonitrile. Physical State: Liquid Water Solubility: Soluble. Appearance and Odor: Colorless, sweet ether -like Other Solubilities: Soluble in ether, benzene, alcohol, odor. acetone, methyl acetate, ethyl acetate, chloroform, carbon Odor Threshold: 40 ppm tetrachloride, ethylene chloride, acetamide solutions, Boiling Point: 180 °F (82 °C) unsaturated hydrocarbons. Freezing /Melting Point: -51 °F ( -46 °C) Vapor Density (Air -1): 1.42 Formula Weight: 41.05 Evaporation Rate: (Butyl acetate = 1) 5.79 Density: 0.7857 Vapor Pressure: 73 mm l lg at 20 °C Section 10 - Stability and Reactivity Specific stability and reactivity data is not available for this mixture, however, data has been provided for the solvent, Acetonitrile. Stability: Stable at room temperature in closed containers under normal storage and handling conditions. Polymerization: Hazardous polymerization has not been reported to occur under normal temperatures and pressures. Chemical Incompatibilities: Acids; Alkali metals; Bases; Dinitrogen tetraoxide + Indium (catalyst); Erbium perchiorate; Nitrating agents; Nitrogen - fluorene compounds; Oleum; Oxidizers; Perchlorates; Perfluorourea; Plastics, rubber and coatings; Reducing agents; Sulfites. Conditions to Avoid: Avoid heat, flames, sparks, and other sources of ignition. Material is poisonous; avoid inhalation of vapors and contact with skin. NSI Solutions, Inc. 2 Triangle Drive PO Box 12313 Research Triangle Park, NC 27709 (800)234 -7837 Material Safety Data Sheet { Page 1 of 3 Revision Date: 09/98 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Page 2 of 3 Section 11- Toxicological Information:. • _: ' , . ;: ': ''' Specific toxicological data has not been determined for this mixture. • Section 12 - Ecological Information. ' .- .... : .: Due to the small quantity involved, ecological hazards should not pose a significant problem. Section 13 - Disposal Considerations-- :_: •-..-• ?? .:.. .;: :. .: . Disposal: Contact your supplier or a licensed contractor for detailed recommendations. Follow applicable Federal, state, and local regulations. . Disposal Regulatory Requirements: Subject to disposal regulations - U.S. EPA 40 CFR 262. Section 14 = Transport'Information _: • :.::; :_ ' - _ _ ._ DOT Transportation Data (49 CFR 173.4): This standard is packaged and shipped in accordance with 49 CFR 173.4: Hazardous Materials in Excepted Quantities. Section 15 - Regulatory Information: ::; " :: :: :. :.'.` _ ::: ; :": ,Specific regulatory information Is not available for this mixture, however, data has been provided for the solvent, Acetonitrile. EPA Regulations: RCRA Hazardous Waste Number (40 CFR 261.33): U003 TSCA Inventory Status: Y CERCLA Hazardous Substance (40 CFR 302.4): Y CERCLA Reportable Quantity (RQ): 5000 lbs SARA 311/312: Acute: Y Chronic: N Fire: Y Reactive: N Sudden Release: N SARA Toxic Chemical (40 CFR 372.65): Y SARA EHS (Extremely Hazardous Substance) (40 CFR 355): N OSIIA Regulations: '► Air Contaminant (29 CFR 1910.1000, Table Z -1, Z -I -A): Y , N OSHA Specifically Regulated Substance: N Section 16 - Other Information-,= - Disclaimer. The information stated in this Material Safety Data Sheet (MSDS) is believed to be correct on the date of publication and must not be considered all inclusive. This data should be used only as a guide in handling the material.. NSI SOLUTIONS, INC. shall not be held liable for any damage resulting from handling or from contact with this product. This product is furnished for laboratory use ONLY! These standards may not be used as drugs, cosmetics, agricultural or pesticidal products, food additives or as household chemicals. COPYRIGHT: 1998 NS1 SOLUTIONS, INC. ALL RIGHTS RESERVED. Revision Date: 09/98 Acetonitrile Page 3 of 3 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Revision I No. Date I Received i i Staff Initials Date I Staff Issued Initials 1 (,2 - � o 1 I le/I-5 I / -a Y--61,;z I -_‘S Summary of Revision: /9.Jk>/t) 0,; 6,: t0 e ,Liu, - ,Lk .sr— 7 'e7 - - C - , - 5" 9(-- / --3 3 (67�..73) I i7dz I j Summary of Revision: `(�G� :T.i t ,eec4 L s,,,,c ree2r).,L., Received By: W &/ IiOi��'/f Revision No. . Date Received I Staff I Initials Staff Initials 1 I Date I Staff Issued I Initials 3 I 6 I s, s I I 3/er I i7dz I S Summary of Revision: `(�G� :T.i t ,eec4 L s,,,,c ree2r).,L., Received By:P » . -( \ i ∎ c cke I 1 Received By: of k M 4_,. If Revision No. Date Received Staff Date Staff Initials - Issued Initials I Staff I Initials Date Issued Staff Initials 9 S -oz I s, s I Summary of Revision: C .(e.--,c_ s i2 - c am p A /''r Received By:P » . -( \ i ∎ c cke I 1 Revision No. Date I Received Staff Date Staff Initials - Issued Initials a Summary of Revision: Received By: . PROJECT NAME: final lc.�,l R sou rc - Site Address: L1t.l I %, t -o4 Sr Revision No. Summary of Revision: Date Received 11—'l —ot REVISION LOG W s • Staff Initials SKs Received By: PER)\ NO:. b01 Original Issue Date: 9 Date Issued (please print) (please print) ' (please print) please print please pnn • Staff Initials dai w c44 • c,k. +t .v. t o ca.41. x9'xlr 414 ... K%i?rSa{t4.ni` , i PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -217 DATE: 07 -20 -01 PROJECT NAME: ANALYTICAL RESOURCES INC SITE ADDRESS: 4611 S 134 STREET SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: �rp Building Division R. C 1- Z4 4) / P Mir orks timid e1r- 14-01 IZ Fire Prevention 7 zs-a Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete F Incomplete Comments: TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: J Structural Review Required Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: MI I / . 010 i Planning P ivision Jt16.. Permit Coordinator DUE DATE: 07-24-01 Not Applicable No further Review Required DATE: DUE DATE 08 -21 -01 17 Not Approved (attach comments) DAT ,1 DUE DATE Approved Fl Approved with Conditions I I Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: z et 2 6 J U, UO t wo J 1- 2 L a • 0 f- w z � Z ui U C co O — O H w w X 0 1-_-. L I O .. Z U 0 Z ACTIVITY NUMBER: D01 DATE: 8 -31 -01 PROJECT NAME: ANALYTICAL RESOURCES SITE ADDRESS: 4611 SOUTH 134 PLACE Original Plan Submittal Response to Incomplete Letter # 'X Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Building Division V Public Works tJallA A'P PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved \PRROUTE.DOC 5/99 Incomplete TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: l l Planning Division Permit Coordinator DUE DATE: 9-04-01 Not Applicable No further Review Required DUE DATE 10 -02 -01 DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) ri DATE: . M Hr 40 .? fir1�g.4SSk443�'Z3]1 M1% �M Wr ✓+'� ACTIVITY NUMBER: D01 -217 DATE: 11 -9 -01 PROJECT NAME: ANALYTICAL RESOURCES SITE ADDRESS: 4611 SOUTH 134 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX ,_ Revision # 1 After Permit Is Issued DEPARTMENTS: Buildir gt T3ivision 1t-4V Public Works Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP c✓ Comments: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: n APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE,DOC 5/99 Fire Prevention t ( 1(1(3 -0I Structural L.J Planning Division Permit Coordinator DUE DATE: 1 1-1 3-01 Incomplete I I Not Applicable No further Review Required DUE DATE 12-11-01 Approved with Conditions 1 1 Not Approved (attach comments) Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: n DATE: DATE: DUE DATE z re L11 J 00 N O. Jam w LL Q co I fJ H'I z H. Z �.. O 0 O N .0 I0 O. "Jo I O F • z ACTIVITY NUMBER: D01 -217 DATE: 01 -03 -02 ;PROJECT NAME: ANALYTICAL RESOURCES INC SITE ADDRESS: 4611 SOUTH 134 PLACE _Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #, XX Revision # 2 After Permit Is Issued DEPARTMENTS: Building i'vision Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention rq- H/( 41" Structural Incomplete Comments: TUES /THURS ROUTING: Please Route 1 /1 Structural Review Required REVIEWER'S INITIALS: APPROVALS Oft CORRECTIONS: (ten days) Approved with Conditions f REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE,DOC 5/99 Approved with Conditions Planning Division Permit Coordinator DUE DATE: 01-08-02 Not Applicable No further Review Required DATE: DUE DATE 02 -05 -02 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: z Z ce w 00 w = . J F. w O ga u_ < z d . E _ z � zo 2 C) , U O N C� I- 1 O Z U- 0 Z DEPARTMENTS: app. kotil) Btfiftiing Division Q Complete ❑ PERMIT COORD PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -217 DATE: 6 -03 -02 PROJECT NAME: ANALYTICAL RESOURCES SITE ADDRESS: 4611 SOUTH 134 PLACE Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 After Permit Is Issued Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 7 -04 -02 Approved 0 Approved with Conditions Not Approved (attach comments) ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28.02 Ai C _ 51 &, - 6 -6 2- Fire Prevention Q' Planning Division PERMIT COORD COPY DUE DATE: 6-6-02 Not Applicable ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -217 DATE: 09 -16 -02 PROJECT NAME: ANALYTICAL RESOURCES INC SITE ADDRESS: 4611 SOUTH 134 PLACE Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 4 After Permit Is Issued DEPARTMENTS n Building It ivlslon Public Works ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete Planning Division Permit Coordinator DUE DATE: 09-17 -02 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 ROUTING: Please Route g Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10-15 -02 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: Documents/routing siip.doc 2.28.02 PERMIT COORD COPY ..r+ �.... �r�. ��.. r .cxr+>w�.ntvn.Rtr.fn +.tc��»R'an r.. •rt.Y.'�+Y�MSp.:A.N�h%M MI%t�Mf.M ix TIVITY NUMBER D01 -217 DATE: 07 -20 -01 PROJECT NAME: ANALYTICAL RESOURCES INC SITE ADDRESS: 4611 S 134 STREET SUITE NO Original Plan Submittal Response to Incomplete Letter # Response to. Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved fl ROUIL.DOC s•ri REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions REVIEWER'S INITIALS: e ;r Planning Division Permit Coordinator Incomplete LJ Not Applicable No further Review Required DUE DATE 08-21-01 Not Approved (attach comments) n DUE DATE: 07 -24 -01 n DATE: 7 CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions ii Not Approved (attach comments) Ti DATE: z 1 w re U O cn J F- M LL w O ` w co = d w S Z �. F- O Z f- w U O — O F_- w a t L' O .. U 1 .. O ~ ` z ACTIVITY NUMBER D01 -217 DATE: 07 -20 -01 PROJECT NAME: ANALYTICAL RESOURCES INC SITE ADDRESS: 4611 S 134 STREET SUITE NO X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP n n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: T I )Ult.DOC SP" Incomplete 7 1' Not Applicable Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 07 -24-01 No further Review Required DATE: -7 ' 23' of DUE DATE 08-21-01 Not Approved (attach comments) Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE DATE: wcttalif ACTIVITY NUMBER D01 -217 DATE: 07 -20 -01 PROJECT NAME: ANALYTICAL RESOURCES INC Tu SITE ADDRESS: 4611 S 134' , SUITE NO: X Original Plan. Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: . Building Division Public Works Complete Comments: Approved PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: CORRECTION DETERMINATION: uneourE.DOC WI Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions I I n Planning Division Permit Coordinator DUE DATE: 07-24-01 Net Applicable No further Review Required DATE: O. ',).- . DUE DATE 08-21 -01 Not Approved (attach comments) 1IdcW■ DATE: a/ I/oI DUE DATE Approved Approved with Conditions I I Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Works Complete REVIEWER'S INITIALS: Approved VMUlOOILDOC srw REVIEWER'S INITIAL S: M TUES /THURS ROUTING: Please Route n Structural Re Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: (ten days) Approved wi n)tions � n n PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -217 DATE: 07 -20 -01 PROJECT NAME: ANALYTICAL RESOURCES INC SITE ADDRESS: 4611 S 134 STREET SUITE NO: X : Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued Planning Division Permit Coordinator DUE DATE: 07-24-01 Incomplete Ti Not Applicable n n Comments: ired Ti No further Review Required FP DATE: 1-Z4'n DUE DATE 08-21-01 Not Approved (attach comments)) DATE: 7 `M91 CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Ti Not Approved (attach comments) Ti REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Works Complete Approved ACTIVITY NUMBER: D01 - 217 DATE: 8 - - PROJECT NAME: ANALYTICAL RESOURCES SITE ADDRESS: 4611 SOUTH 134 PLACE Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter #1 Revision # After Permit Is Issued TUES /THURS ROUTIING: • Please Route REVIEWER'S INITIALS: -''4 Approved REVIEWER'S INITIALS: i- kNYYt CORRECTION DETERMINATION: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP �d Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-04-01 Not Applicable No further Review Required DATE: o`i c7 O 1 DUE DATE 10 -02 -01 Not Approved (attach comments) DATE: c ir? /O l Comments: I I DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works Complete flp REVIEWER'S INITIALS: Approved Notation: Documents/routing slip.doc 2.28 -02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Incomplete ❑ REVIEWER'S INITIALS: \641' PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D0$ -217 DATE: 09 -16 -02 PROJECT NAME: ANALYTICAL RESOURCES INC SITE ADDRESS: 4611 SOUTH 134 PLACE Original. Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 4 After Permit Is Issued Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DUE DATE: 09-17 -02 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 ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required DATE: DATE: DUE DATE: 10-15-02 Approved with Conditions ❑ Not Approved (attach comments) ❑ 19 4: i I t Permit. Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -217 DATE: 6 -03 -02 PROJECT NAME: ANALYTICAL RESOURCES SITE ADDRESS: 4611 SOUTH 134 PLACE Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved Notation: Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review q ired ❑ No further Review Required ./ rY/ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip,doc 2-28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ Incomplete ❑ DUE DATE: 6-6-02 Not Applicable ❑ DUE DATE: 7 -04 -02 Approved with Conditions ❑ Not Approved (attach comments) ❑ • DATE: ( ACTIVITY NUMBER: D01 -217 PROJECT NAME: ANALYTICAL RESOURCES SITE ADDRESS: 4611 SOUTH 134 PLACE Original Plan Submittal Response to Correction Letter # DATE: 6 -03 -02 _Response to Incomplete Letter # X Revision # 3 After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete ❑ Documents/routing slip.doc 2 -2802 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: . See, F ,> /2_ P4 -7 L1 REVIEWER'S INITIALS: D --, 5/ );$ Planning Division Permit Coordinator DUE DATE: 6-6-02 Not Applicable ❑ Comments: Permit Center Use. Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete:. Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials. TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 7 -04 -02 Not Approved (attach comments) ❑ DATE: te /‘. /0y Permit Center. Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 - 217 DATE: 01 -03 -02 PROJECT NAME: ANALYTICAL RESOURCES INC SITE ADDRESS: 4611 SOUTH 134 PLACE _Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 2 After Permit Is Issued DEPARTMENTS: Building Division 15k Fire Prevention Structural Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI Please Route REVIEWER'S INITIALS: i . PLAN REVIEW /ROUTING SLIP Incomplete Structur. R view Required APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: Approved Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions Planning Division Permit Coordinator Not Applicable DUE DATE 02 -05 -02 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ----- DUE DATE: 01-08-02 No further Review Required DATE: t — Cam -- ?IX7 Not Approved (attach comments) DATE: 1 ^ 23 - ZOO a. DUE DATE ACTIVITY NUMBER: D01 -217 DATE: 01 -03 -02 PROJECT NAME: ANALYTICAL RESOURCES INC SITE ADDRESS: 4611 SOUTH 134 PLACE Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Condition Approved with Conditions Response to Incomplete Letter # XX Revision # 2 After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 01 -08-02 Not Applicable Comments: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 02 -05 -02 of Approved (attach comments) DATE: 1 3L OF_ DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 - 217 PROJECT NAME: ANALYTICAL RESOURCES SITE ADDRESS: 4611 SOUTH 134 STREET Original Plan Submittal Response to Correction Letter #. DATE: 11 -9 -01 Response to Incomplete Letter # XX Revision # 1 After. Permit Is Issued DEPARTMENTS: Building Division litt Public Works Complete Please Route Approved \PRROUTE.DOC 5/99 TUES /THURS ROUTING: REVIEWER'S INITIALS: CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) n Structural Review Required Approved 1Z, Approved with Conditions REVIEWER'S INITIALS: V. t Approved with Conditions REVIEWER'S INITIALS: n Planning Division n Permit Coordinator DUE DATE: 11-1 3-01 Incomplete n Not Applicable No further Review Required APPROVALS OR CORRECTIONS: (ten days) DUE DATE 12 -11 -01 Comments: DATE: Not Approved (attach co ments) DATE: < DUE DATE Not Approved (attach comments) n DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -217 PROJECT NAME: ANALYTICAL RESOURCES SITE ADDRESS: 4611 SOUTH 134 STREET Original Plan Submittal Response to Correction Letter #' DATE: 11 -9 -01 Response to. Incomplete Letter # XXX_Revision # 1. After Permit Is Issued DEPARTMENTS: Building Division Public Works Please Route DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ti Incomplete Comments: TUES /THURS ROUTING: Fire Prevention Structural Structural Review Required REVIEWER'S INITIALS: /'� `/ APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n \PRROUTE.DOC 5/99 oats Planning Division Permit Coordinator DUE DATE: 11 -13-01 Not Applicable n No further Review Required DATE: // - i) — O DUE DATE 12 -11 -01 Not Approved (attach comments) Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: n n REVIEWER'S INITIALS: DATE: DUE DATE City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals mist be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Ak5ue, -f ;D 240 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: ANALYTICAL RESOURCES Project Address: 4611 South 134 Place Contact Person: Dave Mitchell Summary of Revision: •R 'Fi-o wr v e w'- e t•,,'t o. c Cc PC . 1 r0 I, o✓4- cm%/.-04 e- c �1 FGc - c� -. Ips J w. s t e v. - mo - -Co -00 ✓' V V C u r r f o 1, e. a c G Lt f ,, '"�I/� ' ` L, J l9'YIww�' r1 Pro 4 -ec4(0 - • f--- . - ( l c,wf-cc,..n e 41,0-4 h--ee, p Q. M /c c4- �el t C c e V-, L. ' C i be -s is r I /(1D 6 51 31 (o( PI -i Lct 'e I, el,- ,re4.-E +v t .... c Cc c c«vf 9c12 aiceve -5 L e, J d .e S r u∎ c x4-1.0 .- ®I p lci. +--S hoc-4.--c bee v. (r e U c c -6'S� *t( -I-kv e P 4-c re if c d5 Owe I ce e4i g-c ec, e Y `1,. •e, ryt 1!G act c s Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on F` 6 i Plan Check/Permit Number: D01 -217 Phone Number: N SG D OPTY OF TUKWILA Au c , 2001 P�RIt111T CENTER 08/15/01 SI Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. (") Plan Check/Permit Number: DI ___,— ; 1 Date \\O Response to Incomplete Letter # Response to Correction Letter # Revision # / after Permit is Issued AY) o\vi'v Project Name: Project Address: \- \ \.e \\ (:) Contact Perso&r1 OwN \ r 1 )\ -- C(•.& Sutnmary of Revision: °\\\6 \\\6 - 0c)Nr CJVA‘" City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 (-6\ Sheet Nmnber(s): "Cloud" or highlight all areas qf revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on e 0 vor VoVIY\k Phone Number: jKi9 -- 43t 9A IlgeEIVED CrM PERMITQFm,-;:p1 08/30/00 Date: / 0.c/of City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION. SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # r after Permit is Issued Project Name: kc t' k G J Re v c' , Project Address: 14-b (( ' 1 PI -- rt4 ,1 (4 9 ik/ Contact Person: '! e C tJ Summary of Revision: 14,49,-/ c A, 49 I rf ILO e Plan Check/Permit Number: f)o i - 4 -0 --'--) F Phone Number:2(0 /U (G-1 ) i 31 RECEIVED CITY OF TUKWILA ULU L 0 Zulu CEMER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on 08/30/00 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: k I c Z Plan Check/Permit Number: P 01- a ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 0 1‹ . Revision # 3 after Permit is Issued Project Name: f kc,(c 4( 5corc rr �e5 �t,—� Project Address: L( es, Contact Person: ), )C,.t.c/E (( Phone Number:_�2 Summary of Revision: -� P 4..( l 41'�— di Ike Pi'( -- v 19 c I C es. e..4 G t,1 P—eo RECEIVED CITY OF TUKWILA JUN - 3 2UU2 PERMIT CENTER Sheet Number(s): �� d "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: s?`-5' [ Entered in Sierra on 08/30/00 • V of 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: \ -- 0 ( 3g, Plan Check/Permit Number: VY \ )Y ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ( Revision # y after Permit is Issued Project Name: �� \ U .0\k/ Project Address: 49' \\ r, \ Contact Person: _ , Y \\ Phone Number: - 7 19 ( Sum ary of Revision: C...,\ C )- (} v - CAY\V- .(v o'Nf' o■ �J c 'r/-tk ,,, Sp Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on P -- /-‘`_d RECEIVED CI TyOF TU) yl Sire 4 ' 2 oz 08/30/00 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 Dental units 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb (interior) 5 3 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, clinic, flushing 10 10 Sink, kitchen 4 2 Sink, other 4 2 / - i`A Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, wall or stall 5 5 Water closet, tank 5 3 Water closet, flush valve 10 6 1 (� Property Tax ID # .2/, I i 2-O f� -42, ' Owner's Name A v.a..1 4-caZ I 9. ()IA ► $ TA.C, Party to be Billed (if different from owner) Property Legal Address: Party's Mailing Address: Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) Property Street Address I l zl b S . Li 44 ` 5 City or Sewer District CL 4-L � f Tukte it e Date of Connection Side Sewer Permit # or Property Contact Phone # (_24,L) 15 ' / C T 72.— of pre- existing building? t= Yeso Type of building demolished Sewer disconnect date (Please print or type) City, State, ZIP I u k- wt tC( (AM Owner's Phone Number (.7.061 ) 6 ,2- l - b �{ �` p 0 Owner's Mailing Address (if different from above) 333 11) tA•nk_ 1 c / A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units For King County use: Account # Monthly Rate Six Month Due 1058 (Rev. I0 /001 ea I , ( eta" 20 Non - Residential Sewer Use Certification (To be completed for al' i sewer connections, reconnections or change i. e of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. (Last. First, Middle Initial) Total Fixture Units RCE White - King County B. C. Total Residential Customer Equivalents: (add A & B) A B Date Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: W wY r t' CG ✓ . i l 6.41 C L. Estimated Wastewater Discharge: 0 0 Gallons /days Residential Customer Equivalents (RCE): 187 gallon per day equals 1.0 RCE Total Discharge (gal /day) _ 187 z.z 3 RCE Yellow - Local Sewer Agency Pink - Sewer Customer 0 RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative Print Name of Owner/ Representative ••• o EMPLOYMENT STD., APPRENTICESHIP, CRIME VICTIMS , . MANAGEMENT . 0. ta:fiTJi CI SERVICES T i t - - 9A 3 5 • .:.. .' .' -'--- ' . 7 .. • ...‘ . 77 F 474'. 4 -gg GI STERED... AS PROVIDED ; BY ' LA W • :, ' •' C NST • CONT.:: . GENERAL •; ...,... . •, • c . k ....•-''' ' * , ir . .. .,: REG 'ST. .....# . ....'4,.;:t: 4 , ett '''';!•ONEGIJC*991L6'':•1:16 /2671 01:),Pki E TIVEATE l A • w-t., ... • ; . : • ....a.:t 4.c., : ...• .. ( L.' ;.i 4.1.'y .;•... . s;•.,‘:: 4 , _At , . • . • ‘. IA .0NEGUi\T cONTR.UCT. TP A s ,.s (• V.I.TV.'ALLUP . .;141%.,.. ..; § 6 72 ' IF , .- ,.- . - - T 1 .7. ....ip .... , ..... s .1 . , 11 ''‘ & - ,i,4), 4 • - • /. 2 j • kAirrivt8WE • . PERMIT CENTER RECEIVE D CITY OF 711f<ViLA JUL <-() z ' • . , •-• , PARK I NG STALL REG IMTS: USE AREA RATIO MOD ExIsTINS oFF1GES (UPPER FLOOR/ ?OAF (6ROAD FLOOR) 60S5 S. 2z440 SP I/T000 21 25 TOTAL PESO STALLS 44 STALLS ACcESSOLE STALLS PROVIDED. 4 STALLS 1 5 STALLS TOTAL STALLS PROVIDED. A Tenant Improvement for Analytical Resources, Inc. Tukwila, WA AE35REVI ATI ONS Elk Cern. 8 . 1L &et a Mosonrij Unit vire, °P.nfrig grlf cnr. c-ngss„ Orh'T Corr. Corr+ 24‘. lc Tile * 11,. ountaln Dia. lame r Pln Dgrs In. lrilr ole b. ggropenin, Dr. Door - Dr Drain D .S.P. Doe Dru Dtl D Dls FIs. o nslon Joint lor Insulation Phish 5g:stem Rec. V' ve: 4 k In Contro4t .T S. To Scale Vickil O 'CrC; " , Diameter OH. 0.513 OrIentetrond Boorci PgIrer F F Prcst. ke-coet Rs ;rt. ere Treat Paint P lar j I Ptn P_TR. Paper Tonle Receptacle Pvt. Parvemr.t ftg' " 174350 i: Drain Ion Room -" Sloss JO :I -• -1 - caw T and Groove Fr Zceraqz. it. Te Trrsor 14. L. Ina var' V Composition Tile s. rerah • coverin g eoter or temporary Ise noted !start INV Wood Veneer 1 Wel Aire Mesh Centerline Elir r 4 4;147rd VICINITY MAP o° SYME3OLS 4 PLAN NORTH NORTH ARROW TRUE NORTH /Mk AL IV NV' 2 5 ROOM NAME oo GRID LINE SECTION IDENTIFICATION EUILDINE SECTION SHEET WHERE SECTION IS DRAWN SECTION IDENTIFICATION WALL SECTION SHEET MERE SECTION 15 DRAM DETAIL IDENTIFICATION DETAIL SECTION SHEET INHERE DETAIL 15 DRAWN ELEVATION IDENTIFICATION INTERIOR ELEVATION sheer INHERE ELEVATION IS DRAWN ROOM IDENTIFICATION ELEVATION POINT El NALL TYPE KII DOOR IDENTIFICATION WINDOW TYPE PARCEL A. 261520-0042 THAT PORTION OF TRACTS 14 AND 15 OF FOSTORIA GARDEN TRACTS, ACCORDINS TO PLAT RECORDED IN VOLUME q OF PLATS AT PAWS) 45, KIN& CCINTY, V4..9#045TON, DESCRIBED AS FOLLLOPIS, COMMISICINS AT THE NORTHEAVIERLY COMER OF SAID TRACT IS; THENCE SOM1 44 F.AST 40.94 peer THBICE SOUTH 4091 PEST 2T2.12 FEET; THENCE NORTH 4 YT-1452.P! FEET TO A POINT; T1VRCE SOUTH 401T PEST 10 FEET; THENCE NO/t114 44 MST 152.1S FEET; TI4SIGE NORTH 401T EAST 28212 FEET; T142NCE 5CUMII mr4s. EAST M7 fEET; TWICE scum 400rr rear Iry rEer, Toece SOM4 44 ISO MET; THIENGENOIRTH 40•11' EAST IM FEET TO A POINT; THDICE SOUTH 44 Bier 15 PEET TO POINT OF 13155INNI145. FoRce_15. zsmo THE HORTICASTERLY 252 reEr OF 711E moRnwelynonx ore how OF Tie SOUT5EAS1ERLT 1.116 AC.R115 OF LOT 14 OF rosroteft. CAROM( TRACTS, ACC* S TO PLAT RECORDED IN VOLIME OF PLAT'S AT PA6ES(5).15, WI KIR& 401.51TY, HASHIMOTO% EXCANT HORTFEA5TERLY IIJI reer 71413150F. PARCEL C. 261520-0048 THE NORTHEASTERLY IMO !'Sr Or THE NORTIVESTERLY ONE ACRE OF 15 IE SOUTHEA151154LY Lao ACP$55 OF LOT 14. MD THE momnremovr to neer or Tle MORTHEASTERLY 1M.11 rem or THE SCUTHEASIERLY OAS ACRES OF LOT 14, ALL IN FOSTORIA &AMEN TRACTS, ACCORDS* TO PLAT RECORDED IN VOLUME N OF FLATS AT PAWN NS, IN ICONS COUNTY, Y4ASHINSTON. PROJECT TEAM ARCH/EC THE LENS ARCHITECTS + INTERIOR STUDIO 2000 t1ORTHUP WAY *100 ea-L, WA. 48004 (425) 521-5602 FAX (425) 522-5440 CONTACT: PATRICK ST. LAURENT / ROSS JAMIESON MECHANICAL 84515 4E1SM ELECTRICAL ENSINEER, DESIGN / BUILD DESteN / BUILD PROJECT DATA 00t4NERCIAL/LI6HT INOUSTRJAL (C/LI) DISTRICT ZOI4INS. OCCLIF'ANCiY, S LABORATORIES - TESTINS AND RESEARCH FLOOR AREA 24$25 TOTAL. SF COS1RIIC71ON TAM: TrPE Ill - N (SFRINKLEINED) 6avettole C005 1441 LOC AS ADOPTED BY THE STATE OF WA KASIOISSEIRSTATE REGULATIONS FOR BARRIER nee reAthirents OR ozstaN SHEET INDEX [ RElFlLO FOR ELECTRICAL PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION ADO A1.0 AC2.0 A2.I ASO Permit Set TITLE SHEET, VICINITY MAP SITE PLAN SRS FLOOR PLAN S wren Kee,. PLAN - WORK pas) vErAim scHIRAss I ISLA RESTROOM PLANS FILE COPY understand that the Plan Check approvals are sukect to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors. copy c approved pions acknowledged. By Date Permit Na. .4na. CO Firrtrl N LT R# swieloNs ---- A A NEW pi, ,.:NRY AD01113.- PLAN REVIEW !Lit. ARCHITECTS LEWIS CANNON JAWI-ESON 2800 Norewp Way SUNS 100 Begone, WA 98B04 PhonaH25)az1-sage Fax (4--M8-5490 HE L EWIS enacted: PM Appro.* RI Issue Ds•etption PERMIT SET Prol•ct Analytical Resources, Tukwila A A A A Etats arm= Tenant Improvement Fif1V,SiOA D•aciptIon Dat• V.:03 *Mem Cameres 0304.01 TITLE SHEET VICINITY MAP Scale: AS SHOWN 20107 08-27,01 A in i‘ :11 EXISTS RETAININS WALL. EXIST. STORAGE MEZZANINE (NO WORK DONE) is 14 13 - 12 unurr VAULT EXIST'S A PARKING 10 61 66 61 66 REMODEL AREA - GROUND FLOOR (22440 50. FT) 190.00' 115.00' POINT Tr PROPL=RTY LINE 90 EXISTS I ANt r'T I GAL RaSOURGE5 4611 . I54TH STREET r --- 1 EXIST. OFFICE MEZZANINE 049 WORK DONE) EXIST EXIT • 642A17E 65 64 63 62 61 60 59 58 51 56 55 54 53 52 51 SITE PLAN 48 EXISTS-' HANDICAP STALL 90.94' HANDICAP STALLS LINE 44 - — - 42 , ' -'-- j 44, •) 56 4O; 1 ..,.. , 94 - --,-/ NEY4 12'5(18 NAN ,--- , ',. ' ACCESSIBLE' 34 SION eV 9 - ._...." INTERNATIONAL 38 r _..-. ,-, ...-.1 35 SYMBOL OF ACCESS. KANT I 3• TO 5' ABOVE 52 FINISH &RADE. 111111 a • PAINTED PIALKPIAY 20 " 7'!": ,1 SI STRIFES 4 SYMBOL frrPJ , '.--. eo RACK EXIST'S ' VW TI440 RETAINING WALL. ' SPACES MIN •- ..." 24 EXIST'S STAIRS !' 28 EXIST. OFFICE MEZZANINE (No WORK DOW/ elk 1 20 2 14 18 11 6 EXISTS EXIT • 6RADE uliiiiuii STALL 1 I 44.15' I— EXIST. hSTREET S16H TO 51)85855 BE NEWEL ). 21 26 23 • !! '1 24 25 / 15 14 13 a 6 5 +;- au Of itmeNtA SEP - 7 2001 ks Nona ThE LEWIS ARCHITECTS LEWIS CANNON JAMIESON 2800 Norlhup Way Suite 100 Bellevue, WA 98004 Phone (425) 827-5602 Fax (425) 822-5490 PERAW SET 2 3 Analytical Resources, Tukwila Rev■sion Efesc.pt■on Ople A Putio WoWs No* Cwwwas 01P1. A A Tenant Improvement ' S.6111116: ' ' SITE PLAN s,.■.: AS SHOWN 20107 08-27-01 110.; *3. 1 Zal pERRPT CENTER Al AI LEGEND: GROUND FLOOR ` PLAN 22,440 5.F. TOTAL IU' TE: DROP'., EXISTIN5 IRE :' :.. 5PRINKu9t '. FEARS FELON GEILIN65. PROVIDE WA LATERA RAGING AT PARTITION .1,5 (27=09_ BRACING TO OCCUR AT LOCATIONS PIN RE MIS MORE THAN S-O 3ETYBEN PERPENDICULAR SUPPORTING YW4LLS. EXTEND BRACING' TO • q'.6" _.PARTIAL: FEI6HT WALLS 6 -0 , EXISTIMS CONSTRUCTION TO', REMAIN. EXISTING CONSTRUCTION TO BE REMOVED. NEW WALL CONSTRUCTION -TO STRUCTURE.AEOVE. • NEW PARTITION MALL CONSTRUCTION- PARTIAL'HEI6HT (5' -9 ") U.N.O. EXISTIN* DOOR TO REMAIN. �v EXISTING. DOOR'TO REMOVED_ 6'- 4' 5/4`) - 45/4` -.5 26,6' - 21 JO' 6W8OV822X4 ' WOOD 57UD5 2x10 J015T5 10".-0.0_ 2,4 LEO6ER BOLTED TO GONG WITH 5/6' ..: 1 L 4'.MTL. OR 2x4 STUDS 006' OG: (MAKE INFILL •: INTERIOR_GMJ WALLS FLUSH) - _ 0 N ON -RATED PARTITION- TYPICAL�;e. INTERIOR WALLS '. USLE55 NOTED, SC4EPUL150 , 1 O2 PETAfLED OTfi£RWISE. 63 4" Mil. 5TUD5 • R -I9 SATT II L-\ EXTERIOR -WALL INFILL -W/,VAPOR BARRIER TO -HARM EIDE WALL. -.. "'. 5/6" 6W5: EA. 510E- 5CRENED TO 57005. - 1/2` 055 5fEATHIN5 EA. 510E-5GREY•E.D TO 5700 NON -RATED PARTITION m i L 4. INTL. OR 2x4'i5IU0 0 - - 16" OL_ FILE COPY understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation. of any adopted code or ordnance. Receipt of con trada s copy of app; owed plans acknowledged. REVISION. NO CHANGES SHALL EE MADE TO T Fps APE OF WORK WITHOUT PRIOR r D;'AL OF TU3<W BUILDING DIVISION. WILL F_MJIRE ANEW PAN U.TM- L r`_ F.7i1T ". -2 F�1..Y aEi ..edre_3. A R C 1 2800 1 T' LEWES CANNON '.r l6 filESO R S Ie(Ie iOQ ..:: Bertevae . r4? cRYOF TUKt�M1glA', P {Ve11 SEP 1 6 2002 PERMREENTF Rn•inwn onaci.tion iAaet Nu-. 0- 0- 0 0 X 20 -0 J 2O —O 111111111 i l st- 4 -IR ►_•N 1111111■11 HIIH I∎ EXISTING OFFICE MEZZANINE — NO 1NORK ONE 20 180 -0 20 -0° EXIST'6 —� AGGE55IsLE RESTROOMS 0 1 20 20r -0" EXIST+N6 E - FFIGE M�ZZhiN -to �"dORf.L 'war' THEEIS A R C H I T E C T S LEWtS CANNON JAY[ESON 2800 Norfhup Way Suite 1110 Bellevue, WA98004 Phone (425) 827 -5602 Fax (425) 822 -5490 Project Title: Analytical Resources, Tukwila Revision Desciption Sete A A Cfiecked: PSE Approve C, Rp Tenant Improvement A D Sheet tla. FSL Date an n� UPPER FLOOR PLAN. SEP 7 2001 ns RIG D1V1S1' scale_ AS SHOWN Project No.: Ddte: 20107 07 -11 -01 4" STUDS R -19 BATT: INSUL. WI VAPOR BARRIER TO WARM SIDE OF WALL. 5/S" GUS 1/Y' T -III PLYWOOD SIDING W/ EXTERIOR PAINT FINISH. FriXAS R -19 BATT 'M5UL. W/ VAPOR BARRIER TO ' I WARM SIDE OF WALL. I 5/S" GWB C AULK : I HM. FRAME EXIST. CONC. WALL PANEL BEYOND. I/2" T -III PLYWOOD SIDING W/ EXTERIOR PAINT FINISH. SEALANT 4 " MTL. STUD WALL PER PLAN R -I9 BATT INSUL. W/ VAPOR BARRIER TO WARM SIDE OF WALL. 5/8" C./W[5 EXIST. CONC. WALL PANEL 'BEYOND. T -III PLYWOOD ING WI ' PAINT FINISH. SEALANT AROUND PERIMETER (TYP.) 2x WINDOW CASING 6ALV. MTL. DRIP FLASHING Drarn 9y. PSL Checkeeir Ps Approve'd': PJ SEALANT £XIWrG WALL PANEL JAMB g EXT. NALL : INFILL SCALE: 3 =1' -0" (HEAD SIMILAR) 2x WOOD BUCK 518" GWB R -19 BATT INSUL. W/ VAPOR BARRIER TO WARM. SIDE OF WALL. INSULATED WINDOW PER PLAN. AFF 0 6ALV. MT_. DRIP FLASHING 2x WINDOW CASING SEALANT AROUND PERIM. i tR (TOP.) O WINDOW SILL 6 SCALE: 5".1'-0" DOOR JAMB 0 EXT. WALL INFILL SCALE: 3 " =11 -0" D DR /\ r /1/117` TLli7 CLI,Thl Yn 'r Strr IAIAI I T\ n/T/ni= I'blvi1=2 t /.MI I DOOR HEAD SCALE: 3 "= I' -O" INFILL D -PR-03 DOOR HEAD 0 GWB SCALE :' 3' =I' -0" DOOR SCHEDULE T -0° W 3' -0° 9 3' -0° 10 12 WIt 3' -0" 3' -0" 3' -0° 5 ' -O ° 5 3' -0° IS 3'-0 18 3' -0" 3' . HEIGHT 7' -0" T -0" T -0" T-0 7' -0" 1' -0° T -0" 1' -0" T-O° 7' -0" 14 Pp.. s'-o" 7' -0° 1' -0° TRICK I':'3/4" .. 1 3/4" I 3/4" 15/4" I:'.: 3/4" i. I' 3/4' 19/4° I 9/4" I ' 3/4" 3/4' 3/4" 3/4" 3/4 ° ° .: 3/4 3/4' 3/4" 3/4" 3/4" 2 MAT. HM HM " HM HM ' HM IHM HM '': HM I 3/4' 1; 3/4' HM W FIN HM HM . , . :.. HM HMI, FINISH 6LAZ6', urea. '.. HDFR WA WA .' N/A WA,' WA WA X `. WA WA WA WA WA WA WA WA WA HAT WA HM HM ' FINISH FT PTA 4/x30 r 4/ WA PT PT DETHLS .,.. , - ''. 3/030 4 /A3.0 - 1 4/030 I 4 /A5A l i 21.30 1I# '. 7I#&0 7/A3A 4 /A30 I 1M. 0 I 4/A30 7/AaO 4/A30 7/.30 41.30 (SIM) 4/A3:0 3/A30 2/A30 4/A3.0 4/A3.O 4/A3.0 7 /A3.0 4/A30 7/A30 4/A30 7 /A30 :.. 41.30 7 /A3D ......: 4/A3.0 '.. 7/.4.5.0 H /A3.0 .... : 4/.30 1 /A3.0 REMARKS 7 /A30 403.0 . 1143.0 41.3.0 7/A30 VERIFY WALL OPENINS ABBREVIATIONS: HM HOLLOW METAL IHM INSUL. HOLLOW METAL PT PAINT WI MEAD (JAMB SIM.)' SCALE. 3 " =If -0" D- 1,1 -01 TMEL,EWIS A R C H I T E C T S LEWIS CANNON JA AIESON 2800IVonhup 1 Na y Suite 100 Bellevue, WA98004 Phone (425) 827-5602 Fax (425) 822-5490 O DOOR JAMB @ GWB 0 - NN - 02 SCALE: 3 " =1' -0" DOOR TYPES: lNINDOW' TYPES: Tenant Improvement' IA OWNER REVISIONS 11-07111 A A Sheat:Title' WALL SECTIONS, DETAILS & SCHEDULES scaled AS SHOWN PrnI Ne. 20107 .ate. lI 07-.11 -01 Sheet No , - EXISTG'CMU WALL j 14.M. FRAME . 5/8" i n cAULK. (Tr.) Ix FIR TRIM (PAINTED) 2x5 RIM JOIST I/2" CD GWB CEILING SCALE: 3 " =1' -O'? —I/2" PLYWOOD TOP 2x8 JOISTS to 16" O.G. BLOCKING AS REQUIRED. REMOVE PORTION OF �GWB FOR JOISTS. ANL M!NTMZSM t Yz' 1 EAMI4 REST. R.iots'[s 5/8 GUS 2x4 PARTITION WALL 5/8" GUW —1/2" PLYWOOD TOP -2x8 JOISTS o IS O.G. JOIST FIANGER i1EADER JOIST- BOLTED OR NAILED TO STUDS. GW8 GEIL1NG SCALE: 3 "= ILO" -- EXIST'G WALL D- NA-04 'HE LEWIS AR C H I T E C T S LEWIS CANNON sAMIESON 2800 Northup Way Suite 100 Bellevue, WA 98004 Phone (425) 827 -5602 Fax (425) 822-5490 Draw. ay, Pa A Prolecl Tiller REGISTERED AR9Hi ECT, JAMIESON WASHINGTON Date Analytical Resources, Tukwila Tenant Improvement Revision Desci"Ilon Dale A OWNER REVISIONS 11d7-01 A OWNER REVISIONS 1212.01 File: 35mm Drawing# EXIST'G ROLL —UP DOOR TO BE REMOVED. EXTRACTIONS GLASS PREP LAB Q. I. WATERSYSTEM $EP. FUNNELS EXIST'G ROLL —UP DOOR TO BE REMOVED. 30' -0" EXIST'G ROLL —UP DOOR TO BE REMOVED. METALS INSTRUMENTS SAMPLE DISCARD EXIST'G ROLL—UP DOOR TO REMAIN. COOLER STOR, BOTTLE STOR Cool FRS 7' -0" 9 EXISTG ROLL—UP DOOR TO BE REMOVED. GWB CE +8' -0" OVER 2 FRAMIN O.C. ell: •; • •WoRKSTATIQN LUNCH ROOM CONFERENCE ELECTRICAL 23' -4 1/2" COPIER C. /G.CM.S, 80' — O" DATA STORAGE 20' -0" 20' -0" 180 - 0" 20' -0" 20' -0" CLEAN ROOM J/ ���.% Ji. I y ; I r■ LEGEND: 1' -3" ® BASEMENT WALL USE WSEC U_VALUE USE WSEC =.46 - SLAB PERIMETER U_VALUE =.193 - WALL AREA EXTERIOR WALL U_VALUE =.73 - SLAB PERIMTER U_VALUE =.61 - WALL AREA ���■ NEW WALL CONSTRUCTION - -TO STRUCTURE ABOVE. GROUND FLOOR PLAN 22,440 S.F. TOTAL 1/16" - l'-O" 20' -0" 20' -0" 20' -0" 1 I 0 INCH CHINA I�� IIIIIiIINIIILiI I,I 1 ' '' 51• VI. £l Zl IIIIIIIII�IIII IIII�IIIIIIIII�IIIIIIIII I l j'I I I I I I' I' H I A 5 6 I. .5, 8, L 9, .M g ti E Z 0 IIII IIIIIIIIIII�II IIIIIIIII .IIIIIIIIIII�LIIIIIILIIII III IIiI IIII�IIIiiiIII�IIIiIiliiI1IIIIIIII 1IIIIIIIII TELEWIS A iI C H I T E C T S L E W I S C A N N O N J A M I E S O N 2800 Norlhup Way Suite 100 Bellevue, WA 98004 Phone (425) 827 -5602 Fax (425) 822 -5490 Drawn fly PSI. C A.ek,E: PSI. APPro+PO• RI BUILDING FLOOR PLAN, DIMENSION AND DETAIL PROVIDED BY THE LEWIS ARCHITECTS AND RELEASED TO MITCHELL DOWDY FOR WSEC COMPLIANCE DETAILS lost. O..cl Pllon Dal. Prol.Cl Tlll.: Analytical Resources, Tukwila Tenant Improvement Revision D•.cIPllon D.I. Sn..l till.' GROUND FLOOR PLAN ENERGY PrQJ,Cl R0.: 249 Sn•.I NP.' AS SHOWN DPI. 01 -21 -02 EN -1 lormseam. IT A.I�r ■■ M .I ∎r ∎r ∎∎i► r Rriqr HATCH AREA INDICATES NON —WSEC CONSIDERATION USE U_VALUE = .01 , FOR EXISTING FULL CONDITIONED SPACE AT EXTERIOR WALL AND CEILING USE U = .088 FOR BALANCE OF CEILING SEE ASHARE ASSEMBLY CALCULATION R -11.31 : U =1 /R 0 INCH CHINA '1 1 1 J y 2 1 4 11 ATAs 9L, V I. C Zl II II III II II IIIIIIIIIIIII11IIIIIlIII IIIIIIIIIIII I I11 i j ' !y.' 4 <� 5 6 9, n 5 b C Z L 0 IIIIHIII IIIII I I II II1111 11l 111111IIrti(iI�II hi III I hiiIIiiiili��l�l��Ih w� TMELEWIS A R C H I T E C T S LEWIS CANNON JAMIESON A Drawn DT: PBL O1.aa•!: PDL Apprnr•0: N 2800 Northup Way Suite 100 Bellevue, WA 98004 Phone (425) 827 -5602 Fax (425) 822-5490 BUILDING FLOOR PLAN, DIMENSION AND DETAIL PROVIDED BY THE LEWIS ARCHITECTS AND RELEASED TO MITCHELL DOWDY FOR WSEC COMPLIANCE DETAILS Iuu• D••olpllon D.I. Pr old., TIII•: Analytical Resources, Tukwila Tenant Improvement Revision D•cclptIon D•I. - n•Aluew. w. clan .a.Va! DA.•, Tlll.: GROUND FLOOR PLAN ENERGY De•l.: P,ol•ol No.: Dau: AS SHOWN 249 0I -21 -02 EN -2 0 WALL LINES ROOF DECK MEMBRANE OVER FELT OVER 3" INSULATION OVER STEEL DECK ROOF TRUSS (est) SUSPENDED CEILING EXTERIOR EXISTING HEATED OFFICE WALL FLOOR SYSTEM BASEMENT WALL UPPER LOWER 6.5 (A THRU F) 6.5 (A THRU F) 8 (F THRU J) 8 (F THRU J) A (5 THRU 6.5) F (6.5 THRU 8) J (6.5 THRU 8) J (6.5 THRU 8) F (6.5 THRU 8) 0 INCH CHINA S I 171. E l z l• 4 J Iiiiili1iiliiiiliiiil11111111IIIIIIIIIIIIIIII IIII 1ii1liifi Wall line ASHRAE Analytical Resources wall assemblies overall height 23.75 Basement wall height 11 lower Conditioned Wall Height 13.75 6.5 upper 1997 Ceiling assembly Tablell, ch.28 ........ ............................... item AO A3 B12 .. ............................... EO E3 total R A -J .......... less portion D-F portion D -f Ito 5 5 to 8 upper 5 to 8 lower A to F upper A to F Lower F to J upper ........... ............................... F to J lower 6.5 to 8 upper ............. ............................... 6.5 to 8 lower 6.5 to 8 upper 6.5 to 8 lower 1 to 6.5 U -Value Ii'l jIjl;i;'i`I�;I • 1;1111111111 5 6 Z 'lineal 146.75 33.25 80 63 100 100 80 80 33 ........... . 33 33' 33 110 existing conditioned non conditioned .................................................. ............................... . total 0.088 63 sq.ftg. 3485.313 789.6875 1900 866.25 693 1375 1100 1100 880 ........ .....:............. 453.75 ...... .................. 363 453.75 363 2612.5 6958 15482 22440 TMELEWIS A R C H I T E C T S LIWI8 CANNON JAMIESON 2800 Northup Way Suite 100 Bellevue, WA 98004 Phone (425) 827 -5602 Fax (425) 822 -5490 D r.wn fly p8L Cn•el•e: psi Approved: 01 BUILDING FLOOR PLAN, DIMENSION AND DETAIL PROVIDED BY THE LEWIS ARCHITECTS AND RELEASED TO MITCHELL DOWDY FOR WSEC COMPLIANCE DETAILS Inrr. O. eelpllon Del. Prol.el Tlll., Analytical Resources, Tukwila Tenant Improvement Revision 0e•clpllon O.le - 4 flI.III_IIrI118YM1r.IM .1 Ie.1 8ne.1 fill. GROUND FLOOR PLAN ENERGY So••l Na: AS SHOWN 249 01 -21 -02 EN -3 • y. File: 35mm Drawing# (&) *Y0 Fx ( -,«EA/ r 7 i s f V c) 2C[4. 50. F1; - r'- 1, &% • 112) 1 ''`)As ..r). - • a TIONA: c.: .:.,e.: ? o .. I , / 1 IEIGNT�= I WALLS i• -0 . 11 J ^` AL 7 el 'U --.CLEAN ROOM zee Web uee 1 E*IETRG 24t EA,L ` 'MN aNG (16 beEE .I AREA) AIM 14 4 :444 Ey RA UP TO AC 1RT. PROVOS timer DWi SERA CN RN Ai* .4ITJ ffra f PLE DISCARD DUCT TWEED 111012 ` DERMTat III SUED Id'. Pit ELECTRICA COPIER R ECEPTION fN4RK..5T DFFICE DPP ICE EXIST' RES r 006m W x 6D' 6G PIOC 1 mrcr w DFFICE N ORKS TATIO t, DFFICE OFFICE D °FILE I G.. 1 (AT ROM ROM LuVC Root.- I I c 0 0 - I 0 20' -0" 0 20' -0" /d0 GROUND FLOOR PLAN I/8' - 1 -0" 20' - cE) x1 1150'- O' 20' -0" 20' -0" 1111111 II11111II � IIIIIII I IIIIIII I�I I I I I I III i � , I�l i +�l i ��l�� l ��� „ � ,I I � I � i � i i�i�l�l�lli i i p INCH = I 1 I 1 „ 2 f CHINA 1 3,, .. " q. ._ 5 6 9 I. ��1: ,. 0l 6 .. 8 :. L 91„ �,, g, b C Z 11111 I 11111 11111111111111111I1111111111111111111ii�111 ►111IIIII►III 1111111111 � , . wo o 1 III. I.. 11I11I111111111111Iii .11111 1111111111 1111111111I111111111111111 20' -0" C� I 20' -0' 2 -0' /7 • Ooe 7t3 (L MED EXI$TR 20A5 61/1.L! DUCT h J o NEU MMUS PItIM1! OAD PURR I DT mlMa N ST U) fD a O !L MASH MlQ0.1CT NO. .1..1 C N 2 L E C fa CU C U Q U C Q DATE 8/29/01 (Permit Submit CONTRACT DWG. RE!. CNECNCO ORAMNO NO M -1.1 .13 OF -- )ti' ti 1 A ) � 5 Or ( 51)71 S. A - V V >r&o10 ow • • Z. 3; / -003=1 \^^cX) t19Pie '? o N / 111111111ilIlllliiiIIIIIIIIIIIIIIIIIIIIII 'hill ifpi ili1 1111 1 1111 1 1111 1 111 1111111111111111111111111111111III 111111111 IIII IIII IIII IIII 0 CM 1 2 3 .4 5 ,�;..,,� I I I I I i 6 7 8 9 '10 13 14 ' 15 I 9 c , : :L ./ / aN 17 - r1470(‘ grY oz 3n(\7 1 b c v ? ) tYoZ -?C Qm o/ . s 1^ '. VNIHO HONI 0 !�.I J T y"ot1 r n / `��� •i4, -1 err J 09 iz, ' ? 1 - o g cD2 •�S 6EALANT EXIbT'G C'ONC.— \ \ }� WALL PANEI. 17j 1/2' MDO PLYWOOD •Y W/ EXTERIOR -- . ( \ PANT 1N1611 I o 2x WOOD BUCK V2' PLYWOOD SHEATHING SHIM R -IS BATT INbt'L W/ VAPOR BARRIER TO WARM 6IDE OF UAALL. WALL PLAN SCALE' 3 "■ I -O° EXIST. CONC.-. WALL PANEL BEYOND. \\ CAULK I O JAMB @ EXT. WALL INFILL SCALE EI 3 "■ I '-O" ! 6TMILAR) • WINDOW. SILL CAULK- 4" MTL 6TUD6 f I / ft-It Bi>,TT PAWL U V � / VAPOR BARRRIER.TO WARM 6IDE OP WALL• I/2 PL1wOOD --/ 6WEATHMG \-2x WINDOW I \ GA61NG I " • SEALANT AROUND PERIMETER (Tr .) MDO PLYWOOD W/ EXTERIOR PAINT PINI6I•L D-M4h -01 INSULATED WINDOW PER PLAN. / - SEALANT AFF, \ -GALV. MTL. DRIP PLASHING —1/I" MDO PLYWOOD W/ ETERIOR ■ PANT PINION. SEALANT- LW' PLYWOOD \\ 4" MTL STUDS SHEATHING \ CAtU.K R -IS BATT IN6UL. IW- VAPOR BARRIER TO WARM 6I0E OP WALL, 2 SGALEI 3 " ■I' -0 1 HM. FRAME ^HM DOOR PER I SCHEDULE O DOOR JAMB @ GWB -DOOR PER SCHEDULE D-DR -04 OOR THRESHOLD .@ EXT, WALL DOOR JAMB @ GMU . D ALE: 3 "■ I '-O" D'PR-ob a SCALE .3 " ■I -0" !►'SAD airman) D-DR-09 • R -IS BAIT Neu_ ILV VAPOR BARRIER TO WARM 6IDE OP WALL. 1T2• PLYWOOD 6HEATNING CAULK hUM. PRAMS NM. DOOR PER SCHEDULE IDOOR D001 SCHEDULE NO WIDTH ' 'HEIGHT THICK .TYPE I 'PR. O' -0' IT -0" I 5/4' I 2 5' -0 " IT-0' 1 5/4' 9 ; 5' -0` ''T-0' I I 5/4' 2 4 15' -0' T' -0' I 5/4' 2 S IV-0' T' -0' L I 5/4' 2 6 : D' -O • ,T, - I I 5/4' 2 ' R i&-e' T -0 " I 5/4' S 15'...0* ' 9' -0" I 514' • 15'-0" -r-o. I 5/4' 10 ID'-O' 9' - I 5/4' T-0• I 5/4' 12 D' -0' 'T-0' I 5/4' ID T - I5/4' ABBREVI tt TEMPERED GLAZING 0 i,z DOOR TYPES: Ole 21(6,/ 6' v .-SEALANT /--4• MTL, STUDS DOOR JAMB @ EXT. WALL INFILL O DOOR HEAD @ EXT, WALL INFILL ` / DOOR HEAD .@ GWB (" WI 5GALE 1 5 "■ I -O" D- oR -a SCALE, 3 "e I - n- O" 445 O SCALE' 3 "■ I '-" P -n R-o2 NDOW HEAD SCALE: 3 "■ I -O 2 EXIST. CONC. WALL PANEL BEYOND. MAT. FINISH IGLAZ.'LABEL IFVMR MATL (FINISH IHM PT x I WA I HM I PT HM HM V2" MDO WI E XTERIOR PANT PINI644. PT PT JIM HOLLOW METAL IHM INSUL-. HOLLOW METAL PT PAINT WA HM 2 2 2 HM hMi HM HM HM 4 /AAA WA RIM I PT GLAZING TYPES, X TEMPERED 4 INSULATED, CLEAR WINDOW TYPES: 4 4' -0' R.O. I PT 0 x: oat GLAZE' FK AJ1E DETAILS 1111111 TIIIIIIIIIIIII IIITI1I1I1II111111I 'LI 111111 1 1'I'I'j'I'I'I' 'I'I'I' II'jli► 0 INCH 1 '47% • -- 1 ' I I j CHINA , 2 g 4 ,,, 5 b- -L 9,. r g E Z IIIII�IiIIIIIIIIIIiiI��iIIIIII�iiIIlliI�Ikliililiilill ,I� II LI ... j L Wo HEAD JAMB THRESH. IREMARK9 O /A',.l.0 2/A5.0 6 /A5A 4 /A5A T/A 5.0 4 /A5A '1/A9.0 T /AAA T /AAA 1/A5.O 'T /AAA T /ASA 2/A3.O 0 1/AAA 4 /AAA 7/ABA 9 /AAA 6 /A5.0 EXIST'& GMU WALLS. WALL PER PLAN --, R -M BATT IN6U-, - W/ VAPOR BARRIER TO WARM 6IDE CP WALL. V2 ' PLYWOOD 614EATHNG EXIST. CONC. ' WALL PANEL BEYOND. 2x WOOD BUCK CAULK 6HIM 6' -O" APF. O ENLARED RESTOOM PLANS SCALE; I /4 "■ 1' -O" /'- ALANT ARND P.) P f OU TY 1/2" MDO PLYWOOD W/ EXTERIOR PANT PN1644. 2x WINDOW CASING `GALV. MTL. DRIP PLASHING INDU,.ATED WINDOW PER PLAN. JAMB S I M.) D' EXISTIG RESTROOMD CONVERTED TO NEW UNISEX RESTROOMS. ALL OINK, TOILLR ACCESSORIES SHALL MET ADA 6PEGIPICATION6. ThELEWIS 4 R C .H I T E C T .E ` !WI!' CANNON JAMIEBON 2800 Northup way suite 100 Bellevue, WA 98004 Phone (426 827.5802 Fax (425) 8 DI•"n I,: ML III.. D.•oi Ply.. D.to "rel.e 7111., Analytical Reources, Tukwila Tenant Improvement WAL S D ETA I LS & .. S CHEDULES I �.n.: AS SHOWN ►1.1.OI N..1 20107 0.1e, 07 -11 -01 611•11 Ns1 a i A3.0 �