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Permit B96-0211 - BEDROOM COMPANY - TENANT IMPROVEMENT
City of Tukwila �-- (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0211 Type: B -BUILD Category: ACOM Address: 349 UPLAND DR Location: Parcel #: 883650 -0060 Zoning: Type Const: V -N Gas /Flee: Wetlands: Water: N/A Contractor License No.: DONOVBI09405 Status: ISSUED Issued: 08/20/1996 Expires: 02/16/1997 Type of Occupancy: EQUIPMENT Slopes: N Sewer: N/A TENANT BEDROOM COMPANY, INC. 349 UPLAND DR, TUKWILA, WA 98188 OWNER BOEING OREGON MASABI TRUST. 1325 4TH AVE SUITE 1940, SEATTLE WA 981.01 CONTRACTOR DONOVAN BROTHERS INC. Phone: 206 939 -7777 P.O. BOX 818, AUBURN, WA 980710818 CONTACT ROYCE BERG Phone: 206 583 -0708 1201 FOURTH AVE SOUTH #102, SEATTLE, W A 98134 k'k k* A :4•.k k k * * * *•k *:4 k * ** k k * * ** * * * * * * *'k* * *** **•k * * ** * * * * * ************************ Fermi t Description: TENANT IMPROVEMENT: OFFI CE, ENTRY STAIR, AND H.C. LIFT:. SETBACKS Units: 001 Front: .0 Back: . Bu•ildirngs: 001 Left: .0 Right: .0, Fire Protection: SPINKLERED UBC Edition: 1994 Valuation: 34,.022.00 Total Permit Fee: 730.09 k* k k k k k * ** k k k ** k k k k* A••k k ** * * * * *** k:4 * *:4 ** kk•k* k * * * * *** ****** ***** ** *fit ** * * *•k ** Per, Oit Center Authorized Signature Date 2,0-9 c� I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the pr isions of any other state or local laws regulating construction or . 4I�L ' ►erformance of work. I am authorized to sign for and obtain this bui perm�l J IA �iil'UTI�F� Signature :_ Print Name:_ 0 Date: 12 /2 Title __e� This permit shall become null and void if the work is not commenced within 130 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Project Name/Tenant: BEDROOM COMPANY, INC. Value of Construction: $34,022.00 Site Address: City State /Zip: 349 UPLAND DRIVE, TUKWILA, WA 98188 Tax Parcel Number: 883650 -0060 Property Owner: BOEING OREGON ME ABI TRUST Phone: INI�XNIXRXX)RRRX &.:'. �fiXA �I�Y (206)624 -4494 Street Address: City State/Zip: Fax #: 1325 FOURTH AVENUE, SUITE 1940 SEATTLE, WA 98101 (206)624 -5014 Contact Person: Phone: ROYCE A. BERG, LPN ARCHITECTS (206)583 -8030 Street Address: City State /Zip: Fax #: 1201 FOURTH AVENUE S., SUITE 102, SEATTLE, WA 98'34 (206)583 -0708 Contractor: Phone: DONOVAN BROTHERS CONSTRUCTION (206)939 -7777 Street Address: City State/Zip: Fax #: 1801 W. VALLEY HIGHWAY, #101 AUBURN, WA 98001 (206)939 -7994 Architect: Phone: LPN ARCHITECTS AND PLANNERS (206)583 -8030 Street Address: City State /Zip: Fax #: 1201 FOURTH AVENUE S.. STE. 102 SEATTLE. WA 98134 (206)583 -0708 Engineer: Phone: ENGINEERS NORTHWEST (206)525 -7560 Street Address: City State /Zip: Fax #: 6869 WOODLAWN N.E., SUITE 205 SEATTLE, WA 98115 (206)522 -6698 Description of work to be done: TENANT IMPROVEMENT: OFFICE, ENTRY STAIR AND H.C. LIFT Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family ® Warehouse Hospital ❑ Motel /Hotel ❑ Office ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family ® Warehouse El Hospital ❑ Motel /Hotel ® Office ❑ Other Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) (SEPARATE SUBMITTAL BY TENANT Will there be rack storage? ❑ yes ❑ no Existing fire protection features: ® sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) I Building Square Feet: 66, 555 S. F. existing Area of Construction: (sq. ft.) 766 S. F. Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no (SEPARATE Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheet I T CITY OF T' IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number. 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 ma be determined b the Public Works De ❑ Curb cut/Access /Sidewalk ❑ Channelization /Striping ❑ Land Altering 0 Cut cubic yds. in Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous ❑ Flood Control Zone O Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct artment ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only Est. quantity: 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: CTPERMIT.DOC 7/9/96 Date application expires: _ 1 Application tallp y: (initials) 'AL) BUILDING OWN R AU R/ZED AGEN : Signature: I'LL l I J r�- --- --' (/)(,) (/)(,) Pk l, Lt,itell -) Q Date: Jbil I r G•I /qo Print name: kfi3 . f HiiJ (.pld IV 0 Phone: 7o& 1 5g, 7 1 � ? �, I0C/ Flax It: - 2z6 - 2z6 ., C Address /20 - r^UG(eT> 4v • .3- a (6)2.- City /State /Zip ..5•64726-:. G,yf ALL COMMERCIAL/MULTI -FA Y TENANT IMPROVEMENT /ALT TION PERMIT APPLICATIONS MU :E SUBMITTED WITH THE FOLL ING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, NU\ RI, ton STRUCTURAL 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 SUBMITTED ❑ ® Complete Legal Description © El Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ © Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. 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 18.45.040), 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 ❑ © 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 (SEPARATE SUBMITTAL BY TENANT) ❑ ❑ 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. ❑ 0 Indicate proposed construction of tenant space or addition and walls being demolished ❑ © Construction details ❑ 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. ❑ 0 Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. 0 ❑ 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 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ 0 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 Certificate of Contractor ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required 4S part of this submittal I HEREBY CERT Y THAT I AVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJ RY B Tl9 LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 7/9/96 Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorizes Signature FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 1 "74' c 1"1 i`) rt Address 34-c Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Permit No. 1 tr T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Are Chief Suite # Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 48188 • Phan: (206) 575 -4404 • Fax (206) 575.4439 Address: 349 UPLAND DR Suite: Tenant: BEDROOM COMPANY, INC. Type: B -BUILD Parcel #: 88.650 -0060 CITY OF TUKWILA Permit No: 896-0211 Status: ISSUED Applied: 07/18/1996 I_sued: 08/20/1996 • k k• kW k• k• k• k*• kk• k• k• k•* k** kkkk k k• k• k Ak kkb* Nk• kk k• k• k k• k• k• kk kM• kk' kk• kk k bk•k•k : t•kl : :k* Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the. Tukwila Building Division, 2. Plumbing permits shall be .obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that :agency, including all gas piping (296-4722). . 1. Electrical . permit: shall be obtained through the Washington State Division of Labor and Industries and all electrical work wi l,l., be inspected by that agency . (248 -6630) . 4. All mechanical work shall be under separate permit-issued by the Citty. of Tukwila. - 5. All perMits inspection records, and approved plans shall be available at the '.job site prior to the start of any con - struction. ..These documents are to be maintained and.avail- abl•e.until .final inspection approval is granted. 6. Any new':ceiling grid and light fixture installation is required '.to meet lateral bracing requirements for Seismic Zone: 3. 7. Partition walls attached to ceiiing -grid must be laterally braced If over eight (8) .feet in length. • 3. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less,' and material shall bear ident i - f.ication - showing the fire performance rating thereof.. 9. Validity of Permit. The issuance of a permit or approval of plans., specifications, and computations shall not be con - strued to be a permit for or an' approval. of, any' violation. of any: ,of ' the provisions of the.bui lding code or of any other•:, ordinance of, the jurisdiction. No permit presuming to give authority to violate or cancel the provisions• of this code shall be valid. 4 4.AA*h**A*4;1*A*4th:4hA•k*JrA*: k*k** Alt •h*******k.4*hk4••kA**A * •.*I #hk CITY OF TUKWILA, Wf. .. :4 4# .�4 kk ki4�r kAh �A a; #kk:4:ks4 : TRANWIT TRt=INSMIT Number: 96004475 Amount: 2 Ini- * *h Payment Method: CHECK Notation: LPN ARCHITECTS 07118/'_6 1 SLf _..._...__._____..____._._.._.._ ___._._..___._...__.._..._..._. t. ALB Permit No: 09G• -0211 Type: B°- BUIL(, BUILDING PERMIT Parcel Na: CS 3650 0060 Site Address: 349 UPLAND DR This Payment 2 Tota l Fees: 730.09 55 .84 Total ALL Pmts: 285.84 Balance: 444.23 * *A * * * *A *s4A ***• A. 4*.44* 4. 4*k****** A* *A * ****4*4 * *h** *4.•A.4*a* * * **•k* Account Cods Description 0 Amount PLAN CHECK - NONPES 285.84 N t Thie Payment 444.25 .r+ ,77,77 !"r7i'+. "S „:TITrrhrr } : J7f .r. F” S.sYCrn 1351 07/22 9617 TOTAL :4:k # ** *4 4•A.AA k*.*.*•4 *4.•kI ****.4.4 *4 *A •k*• 4.4A 4:k #*. *a441r.4 #* *h*A*" 44.4 CITY OF TUKWILA. WA TRANSMIT *A #:4 *4 *A***A•k**;,****4,A.A.k-Af c•.4:4A4,*h•:4•. * * * **A.A*4***•A• *A h•.1** * ***•#i. #4*** TRANSMIT Number: 89600467 Amount: 444.25 08/20/96 11 :52 .� Payment Method: CHECK Notation: A4..I)ARRA MAN GEM'f Init: SMC ,1 • Permit No: 896-0211 Type: B•- BUILD BUILDING PERMIT Parcel No: 083650-0060 Site Address: 349 UPLAND DR Total Fees: 730.09 Total ALL Pmts: 730.09 Balance: .00 s4 kA * *•$e* kA *4 *A *A * *kk * *A *d•h *k *AA * *A *1.4* **4 * * *A. A *A *s4 *4 s4 A*.A *A.4A 44* Account Ccde Description Amount 000/322.100 BUILDING - NONRE8 439.75 000/386.904 STATE BUILDING SURCHARGE 4.50 285.84 2429 08/20 9617 TOTAL 444.25 Prc3e,izoom Q z . Type of inspect! FiNAL- r ss: toAm) - Date called: ii_ to _ 9t2 Special instructions: Date wanted: I I - 962 a) Requester: 6 idtk3c.isti Q Pepgtt 0165 - (401 r INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 Fftle 1921 I PERMIT NO. 1-3670 /41 Approved per applicable codes. COMMENTS: Inspector: Corrections required prior to approval. Date: 4 .44 • - pi $42., 0 REINSP TI • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of inspection: �' NAL 04.-- (Xr_wel CA/J6 s: fra Date called: 10 — 1 _I (]_ Date wanted:1 O (y 9 1 6 Q 421P •.m. Special instructions: / tJ 53r,,+r,.- ► i .. CAP C ot• , a " ' • 1! Requester: (�u►'CAN Q ij rte 'Tp 'Y U N - c t A. . isIG 1L u S . f},w la . "")) n O S R rt-t~ Gi3110 i0. A 19 c F6 r ,J WA ltk`13av -S (A, 01 i NE • 4 1) P; LaPD R-ACI S uNrt... MI (1.- gject: f5e'Rot n Type of inspection: �' NAL CA/J6 s: fra Date called: 10 — 1 _I (]_ Date wanted:1 O (y 9 1 6 Q 421P •.m. Special instructions: Requester: (�u►'CAN (W q5 40 0 I I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1 ►� (206) 431 -3670 Corrections required prior to approval. Inspector: Date: Of Ft J _ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ype of inspection: Address: . 3 I (1 PL.g09 Date called: Special instructions: Date wanted: oil am. Requester: Phone No.: 1 SS" ((oil 1I INSPECTION NO. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. PERMIT NO. (206) 431 -3670 AP 0 � Jf4J4 Date: $42.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMME TS: A .._._z________ Type of inspectionj , A dil ras 9 A . C-Pj • . A ...r • d _pecial inst_ pru ti ns: , I , Ir ,5-tt r - pro Keil , Cecil occ(A 3.e4 0.14r. 4o ° ` cL4 PY • k' / Date wanted: 49) f '1 „ , .e/IrAkdj a.m. ? L , . ..r ' • ., ,- _ Phone No.: 9S 606 /-0 1-c■.-- fr7 -P1 )4--- 0/ -..•ft" far -,,f 411 —1-4- 12 4r ' _e_ Air _ X7 c)--r;-1-- -e.11, . Pi— i'& i cyl- 0 i 1--=7,74' n / P:cn aLhamm_ e z___ Type of inspectionj , A dil ras 9 A . Date called: /O/ /3 _pecial inst_ pru ti ns: , I , Ir ,5-tt r - pro Keil , Cecil occ(A 3.e4 0.14r. 4o ° ` cL4 PY • k' / Date wanted: 49) f '1 a.m. Requester: Phone No.: 9S 606 )1 INSPECTION RECORD INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: — .111.4/411 I 1 Retain a copy with permit Approved per applicable codes. g Corrections required prior to approval. Date: PERMIT NO. (206) 431-3670 .1■••-• $42.00 EINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: U. Project , gyp Co. Type o I ern 9U 3. � ►�� clrE1s. UP�A1 v)) fr -- Date called: (I . 21_9 Cn. pedal instructions: Date wanteq . 3 0 . ..i Requester: Du,. cA , ! (O VV 956 -( oI I M. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 COMMENTS: Inspector: II I INSPECTION RECORD Retain a copy with permit O'er/M. 41444- r t Gr Gas Ffx AyL Receipt No.: Date: 9 Date: Sala -02) 1 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. 30 q& $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Prop c ,• V Room W . Ty fi t s p n: 1 1\19 �( IA , net. t , �Ati M2• '> Date called: C.'{ Z , -9(0 Special instructions: k ,,. Date wantedt� ...3 ( i 1 p .m. p L Requester: DiANiCjttN + m_ Cl i t.: 9 55 _ (oa1) L ceiPt No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 [X] Approved per applicable codes. INSPECTION RECORD Retain a copy with permit [ I C i t9 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: l / je' Date: / [—� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • Project: c Type of inspection:G v Address: 3 19 t,9L J ? Date called: ` �' L % Special instructions: Date wanted: 7/ / • Requester: (� �. `ter � Phone No.: =2] INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206) 431 -3670 COMMENTS: Corrections required prior to approval. Inspector: Date.( /% $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: •...wi...+.r t.CkrF ».sa 4.rt,.4e» -r - .re a, ...�: ^ i_ ... . . - ..... �. Date: e-Mii ,. ai 'teadtGe;..t.1sb, p VOom /1 U , Project:Ex � Type of itFSp 'on: 'A ( �� l ou, \ AddressC(iC(•� _t Date called: p, iled: q (t_. 90 Special instructions: 1 Date wanted: A , . — q lam`_ Requester: --- Phone No.: Cool ( GI s - Receipt No.: 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 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: � $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project : o� Qo • Type of, in trion: (L /3 f�d-I s: toL .� i Date calle , 9 , 9 to ! Special instructions: Date wante Date wante Z Q - �D a.minstructions: CO p.m. Requester: {�,1 " 0 C, q ,.1 1pgel 16 ' too II Approved per applicable codes. COMMENTS: Inspector: r INSPECTION NO INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTIO FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project o M co . . A A n mfr., Type of inspectioq: 1 N r es: up1 4 \ I (1., f n Date called: 0 1 g_ 9. Special instructions: Date wanted: 9 - 9 ��' 4if Requester: u ^ utoC ^ N f_�(0011 t1 e„ho.: cl6 Approved per applicable codes. [ceiPt No.: [1?" INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: COMMENTS: Corrections required prior to approval. Inspector: Date:q // 9( _ I l $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206) 431 -3670 ss • Pro � Co , T t ins nn: , `-'n Ls t ilts: t/�..f t_ � 4. Date called: c_ 1 _ 7 _ 9 (0 Special instructions: P� 6 Q Z eh. Date wanted 1dr _ ( cn. Requester: DLIAC ^w 1 !"`1 ^ 11 rkil : ci II INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit / /NI OL/k d\ 9 Corrections required prior to approval. Date: a 9(r $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: +x Li. AL. _ Lt. ,......t.. . 1r ... .............rte (206) 431 -3670 4 Eta i' U�ODI� l'�. (�c , b � Type of ins l cjon. 5TE.G l. --- Date called: q _ (O _ 9- 9-(.0 I Addgss: ` trl pL A A ,. Special instructionns:: pate�'�n 10 _ 91 4210 , equesteD ukuN1 .3 14T1 4 Pn ( i t e i 2 s q t (Do! [Approved per applicable codes. Inspector INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 OMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: A` rd `5 e-4/ «I,1 Date: A / AO-AA I $42.. REINSPECTI f FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4 1994 West ton State Nonresidential Energy Code Cr ,?Hance Form Organization of Forms ORG 1994 Wstnowton San Emtgy Code Canousnce Forms This document introduces the forms to be used for showing compliance with the 1994 Nonresi- dential Energy Code (NREC). The following fig- ure shows the overall organization of the form set. For simple projects, only a few forms are required; more complex projects will require addi- tional forms. The forms explain the decision cri- teria for determining when a more complicated form is required. ENV Summary Project information Type of project Compliance opts. Glazing area % Can use simple? Summ. of Req. MECH Summary Project information Type of project Compliance opts Can use simple? Basic equip efficiencies LTG Summary Project information Type of project • Compliance opts. Can use most simple? Allowed and Proposed Watts ENV Cheddbt What goes on plans? Where it goes Reprint of General Regents. ENVSTD Component Performwocit WOfkaheet Target & Pro- posed UA Wtd. Avg. SHGC Area Adjustment MECH Ckist What goes on plans? Whirs it goes Reprint of General Reqmts. CompNur SAW= Additional Checldist and decisionmaldng for Complex Systems LTG Checkfst What goes on Plans? Where It goes Reprint of General Regrets. All projects should complete the Summary forms which apply (envelope, mechanical and/or light- ing). All projects should also review the Checklist forms to make sure all necessary information on compliance is provided. Applicable excerpts from the General Requirements sections of the Code are reprinted on the back of the Checklist forms. The need for other forms will be determined by project specifics. 13 Motors ChediMM For any project with motors cov- ered by 1437 or 1511 JUL 1 81996 PERMIT CENTER AMs. 1994 RECEIVED CITY OF TUKWILA Envelope Mechanical • Lighting tc. 1994 Wash on State Nonresidential Energy Code Cc: !lance Form Forms List ORG The following is a list of the 1994 nonresidential compliance forms their use. LTG-SUMM Lighting Summary - Use this form for all projects where lighting work is to be done. Basic project in- formation, compliance approach chosen, alteration exceptions. Calculations of Allowed and Proposed Lighting Power for both Interior and Exterior Lighting if using the Lighting Power Allowance Option. Back side has questions to determine if project qualifies for the Prescriptive Option. Also has Lighting Power Allowance table/footnotes. LTG -CHK Lighting Permit Plans Checklist - Comprehensive list of all information required on plans for all op- tions, including Component Performance and Systems Analysis. Also includes space for building department notes. ENV -SUM Envelope Summary - Use this form for all projects where envelope work is to be done; there are sepa- rate versions for Climate Zone 1 and Zone 2. Show basic project information, compliance options chosen, summary list of required insulation levels and U- factors. Back side has Decision Flowchart for Prescriptive Option and calcu- lation to determine area weighted Heat Capacity for the Masonry Option. ENV -CHK Building Permit Plans Checklist - Comprehensive list of all information required on plans for all op- tions, including the Component Performance and Systems Analysis Options. Also includes space for building de- partment notes. ENV-UA Envelope UA Calculations- Use this form if using the Component Performance Option; there are sepa- rate versions for Climate Zone 1 and Zone 2. Summary calculations of Target UA and Proposed UA. Back side has calculation of Target and Proposed SHGC, and calculation of glazing and opaque target area adjustments, if needed. MECH-SUM Mechanical Summary - Use this form for all projects where mechanical work is to be done. Show ba- sic project information, compliance approach chosen, list of basic equipment & efficiencies (else this information goes on equipment schedules on the plans). Back side has Decision Flowchart for Simple System option. MECH -CHK Mechanical Permit Plans Checklist - Comprehensive list of all information required on plans for all options, including the Component Performance and Systems Analysis Options. Also includes space for building de- partment notes. MECH -COMP Mechanical - Complex Systems - Use this form if using the Complex Systems Option. Complex Systems Checklist has additional information required on plans for this Option. Decision flowchart is provided for determining which Complex Systems requirements apply to the project. MECH -MOT Electric Motors Checklist for electric motors compliance and schedule of installed motors, both for mechanical systems and other equipment. Space Heat Type ❑ Electric resistance Al other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Ares if they are insulated to the level required for opaque walls. Total Glazing Arse (=Oh oPe mg) (vertical & overtmd) divided by Gross Exterior Wall Area times 100 equals % Glazing /� /� ' . f,� _ ÷ 1 9 5 f X 1 QO = refi/-� % Concrete/Masonry.Option 0 wt Check if using this option and if project meets all requirements for the ConaMe+Mesonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Project Info Prgect Address 'Nat UPL.4k10 Dfz1VC Date (27 /5 /9! 1 )V- I ILA WAeDttt4 I NLIioi..1 For Budding rtment Use 4 FF.t7R C-VVIP,N)� IN C. Applicant Name: ► N 4 EZL- s T ..... S , 1,,4mm ' Applicant Address: I 20 4t AVE- s' S()(Tg �Oz. Applicant Phone: 2 £5 " €0 36 Envelope Summary Climate Zo ENV -SUM 1954 Washington State Nonreswfaaaat Enammy Coos Cceniwane. Forms Project Description Compliance Option 1994 Washin •): State Nonresidential Ene Code Com • liance Form ❑ New Building ❑ Addition Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls Below Grade Walls Floors Over Unconditioned Space Stabs-on -Grade Radiant Floors Opaque Doors Maximum U- factors Vertical Glazing Overhead Glazing Vertical/Overhead Glazing Maximum SHGC (or SC) S ant- heated *scow Minimum Insulation R- values R oots Over Semi - Heated Spaces' - I 'Refer to Section 1310 for qualifications and requirements Notes: (See Decision Flowchart (over) for qualifications) Alteration ❑ Change of Use rescriptive ❑ Component Performance ❑ ENVSTD ❑ Systems 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 2 9.0 Btu/fta-'F below (other walls must meet Opaque Will requirements). Use descriptions and values train Table 20-5b in the Code. Wall Description (including insulation R -value & position) U- factor Analysis new 194 M Madaaon Irma sal? Opaque WIWS R -19 Maw grade walls (aid) R -10 BMow grads walls (ow) R -19 l�� �ccocaaot� I S i 1 it jI Glazing Cans Mal? Glary Van. OH Ares % U U SHGC 00-20% 040 0.80 1.00 Al lull /aeon WOW? Opaque WIWS R -19 Maw grade walls (aid) R -10 BMow grads walls (ow) R -19 Rods over albs R -38 Ape other roofs R-30 Floors over unto d. R-30 Sloeson•grada R -10 Radietfloors R -10 Opnqu. U-0.80 Glazing Cana MW Gleang Vat OH Man % • U U SHGC 00-20% 040 0.90 1.00 1994 Washin r.•^ State Nonresidential Ene Code Corn • liance Form Envelope Summary j .ck) Climate Zo ENV -SUM 1994 WSVrrglon Sums Motrasr.MSl Eby Coss Catbrratoe Fauns Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. if not, either the Component Puforr erce or Systems Analysis Options must be used. 1302 Sped Meet Tyoa: For Ow purpose or atemwwg swans aw.roae reNrsnwws, are foaowey two mowed =mynas ar specs nawrw, types: Oyler Al pew spice weans swims inn hug gas. sore Net ad. and wows Solo• hosing systems and thane swarm maid in me ahassaon b Wens rwssnoa. (oehanued a opt) ' Z �IK1 /".\ An / Masonry ", g was R•11 CASns OK?, • no' I 'ad MI In io taa n bsed7 Opaque Wags R•11 I Below grade walls razz) R -10 w grass visas OM R.11 !Rods over stew R -30 hMl pew rods R -21 'Floors war uncond.•p. R•19 (Slabs -on -grade R•10 'Radiant flan R-10 Opaque doors U-0.10 Croons 1 Glassy Croons Mel? Georg Vat OH I Are % U U SHGC 1 00-15% 090 1 45 100 15.20% 0 75 140 1. 20.30% 060 130 0 65 5 : 30.10% 0.50 1.25 04 no • AN insulation nYaisd? in Opes Walls R -11 Mssony walls (rot) U-0.19 lMaaowy (nape) U-0.25 Below grads walk red) R•10 I Saw grace wells (eta) R -11 sacs 'Roofs ova s R•30 'All ether rook R -21 Floors met uncandse. R -19 ISko bsn•grods R -10 !Radiant floors R -10 IOpa9ue doors U-0.130 n Ginn; Cana Met? :Glazing Vat OH M 1 1a % U U 00.15% 0.90 1.45 15-20% 0.75 1.40 120 -30% 0.60 1.30 30-40% 050 1.25 SHGC 1.00 1.00 0.65 0.45 ra Rosse no \` Nast? M ' yet Fteae+rpbra Pneh ewed Compaknt Performance or I Sworn' ha 'u s Assured !lame Ramowes : Samos Manna spawns •M_ on we aeons resarnce *wrens w n ow pinery mow/ system ndrw+r9 ashsasaae. nowt w /mod as umu wows els tort swan 'seasonal hear Moo? masaa 1.0 Wilt' d we roes ar nonaaad Mar sloe era,. : Halt 'um.' end Ismael seam nwrsnoa M wW noon" hn wand lobe wAnu bhr drasn Syanwra sea no • ' Masonry \ / As ` N • Omni os ?> 4 yaps R•19 •i iw , (baba)% ro \asuswon?/ r no ro Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tsg HC' Area (if) Totals Ares weighted HC: divide total of (HC x area) by Total Area HCxArea • eon\ Shea Apr. 1994 if the area weighted hest capacity (HC) of the total above grads wall is a minimum of 9.0, the Concrete Masonry Option maybe used. For framed wale. assure HC ■1.0 unless calculations are provided; for Y other wok, use Section. Building Permit Plans Checklist ENV-CHK I Oea Wseempeon Seas Enemy Coos Commence Forms Amv IOW Project Address `(_ r L LA I DEA � ic 1 LA WA k Date ) / 5 /Q� The following information is necessary necessary to check a budding permit application for compliance with the building envelope requirements in ti . Washington State Nonresidential Energy Code. Applicability (circle one) Code Section Component Information Reouired Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) - 1301 S • • Unconditioned spaces identified on plans rf allowed 1302 SEs a heat type yes nq.'n.a. Electric resistance - o n.a. Other Indicate on plans that electric resistance heat is not allowed / • 2- no n.a. 1310.2 Semi- heated ces Semi - heated spaces identified on • - ns if allowed - 1311 Insulation no n.a. 1311.1 Instil. installation Indicate densities and clearances • ! 1311.2 Roof /ceiling instil. l a- 1G 1 Indicate R -value on roof sections for attics and other roofs: Indicate clearances for attic insulation; Indicate baffles if cave vents installed; Indicate face •• • ' • of faced balls 5 / T z - "# • 1311.3 Wall 4 e insulation I P I � p 6 Indicate R -value on wall sections; Indicate face stapling of faced baits; I ndi t e loose -R!l core mutation for masonry walls recess: Indicate heat capacity of masonry walls if mason o• ion is used or if credit taken in ENVSTD: Z /1 Z 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 throu•h foundation vents 1311.5 Stab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24' from top; Indicate above • rade exterior insulation is • • acted ■ yes no 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends doyen vertically 36` from the top; Indicate above grade exterior insulation is protected: Indicate insulation also under entire slab where • d. • Official I no n.a. 1312 Glazing and doors Provide calculation of glazin are (includin b vertical vertical and overhead) as • -rcent of • • wall area 2 r 1 no n.a. 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 --- ' • .sfilli • 2 � W 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule, (provide area - weighted calculations as necessa /-r 2 ;. _ no n.a. ?no n.a. 1313 1313.1 1313.2 Moisture control Va • • retarders Roof /ceiling vap.ret. Indicate va • • retarders on warm side Indicate vapor retarder on roof section; Indicate va•. retard. with sealed seams for non -wood strut. no n. - no 4 ,1-+Imom no iaffiREBEMEML 1313.3 1314 Wall va • • retarder Floor va • • retarder Air kaki • Indicate va • • retarder on wall section Indicate va • • retarder on floor section Indicate six mil black :z„4 - . overla • • - • 1 T on • • • - -_ £ 1 30 no 1314.1 1314,2 1314.3 Bldg. envet. sealing Glazi • door seali , Assent. as ducts PERFORMANCE Indicate sealing, cauliang, gasketing, and weetherstripping Indicate weathe • l• • • Indicate seali • . cautla • and •asketin• Sections 1320 -23 or 1330 -34 _ P7 ES RIPTIVE/COMPONENT P ill • • Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTO screen 1 • •• if -- - ■ 1994 Washingtc State Nonresidential Energy Code Compliance Form or any question, provide explanation: 1994 Washingt r State Nonresidential Energy Code ^ompliance Form Building Permit Plans Checklist tees Wasnegem Stave Energy Coen CaMwmoe Finn ENV -CHK Apt lead Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: AU insulation materials shal 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 Root/Gelling Insulation: Open -blown or poured loose -lilt insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and them is at Teat thirty Inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing it the roof ridge. When save vents are installed, batting of the vent openings shall be provided so as to deflect Use incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /cski g newt */ shell be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed Ightig fixtures. Where installed in wood framing, faced bett insulation shag be face stapled. 1311.3 Wall Insulation: Usher wall cavities isolated during framing • shag be fully insulated to the Wets of the surrounding wags. When installed in wood framing, faced bat insulation shal be face stapled. Above grade exterior insulation shal be protected. 1311.4 Floor Insulation: Floor insulation shag be installed in a permanent manner in substantiafcontact with the surface being insulated. Insulation supports shall be installed so spacings not more than twenty - four inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.6 Slab-On-Grade Floor: Slab -on -grade insulation installed inside the foundation wal shal extend downhward from the top of the stab a minimum distance of twenty -four nchss or to the top of the footing. whichever is lass. Insulation installed outside the foundation shall extend downward a minimum of twenty-four itches or to the hostile, whichever is greater. Above grade insulation shag be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the stab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab-on-grads insulation shag extend downward from the top of the slab • 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 entre area of a radiant floor shall be thermally solated 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, candid 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 Model Sae AA or BB. Product samples used for U- factor detem nations shag be production line units or representative of units as purchased by the consumer or contractor. Unlabeled gtaang and doors shall be assigned the default U.factor m Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be daetmmed, cerbfied and labeled in accordance with the National Fenestration Rating Councl (NFRC) Standard by a certified :independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shell be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glaring shalt be taken from Chapter 27 of Standard RS -27 or from the manufacturers test data. 1313 Moi tore Control 1313.1 Vapor Retarders: Vapor retailer' shall be installed on the wean side (in winter) of insulation as required by this section. Exception: Vapor mistier installed with not mote than 1/3 of the • nomi el R -value between k and the conditioned space. 1313.2 RooflGMling Assemblies: Rodkeilig assembiss where the van billion space above the insulation is less than en average of twelve - - inches shal be prodded with a taper retarder. Roof /ceiling assembli s without a vented airspace, where neither' to roof deck nee the rod etructtae am made of wood, shall provide a continuous vapor retarder with taped seems. Exception: Vapor Weider' need not be provided where all d the insulation is nstatied between the rod membrane and the structural rod 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 sec mil (0.006 inch thick) black polyethylene or approved equal shal be laid over the ground within crawl spaces. The ground cover shall be ovsrlepped twelve inches minimum at We joints and shal extend to the foundation wall. Exception: The ground cover may be omitted n crawl spaces If the crawl space has a concrete slab floor with a minimum thickness of three end one -hag inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shag apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames. openings between walls and foundation, between wags and roof and wal panels; openings at penetrations of utility services through wale, floors, and roofs; and el other openings in the bunting envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doom and operable glazing separating conditioned from unconditioned space shag be weatherstrpped. Fixed windows shag be tight fitting with glass retained by stops with sealant or caulking ail around. Exception: Openings that are required to be fin resistant 1314.3 Building Assemblies Used as Ducts or Plenums: Buiding assemblies used as ducts or plenums shalt be sealed, caulked, and gaskmted to limit ail leakage. P reject Address 3 q U FLAIAD I ow( !.A' °Ift 7 /ci 9, Space Heat Type I7 Electric resistance ' cull For Building ' • U se Glazing Area as s gross exterior wall area 18 0% Concrete/Masonry Option ❑ Yes Notes: If glazing area exceeds maximum allowed in Table then calculate adjusted areas on back (over). If Concrate/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 assembly ID & page A i U- factor . 38 .3$ Proposed UA x Area (A) too Vi = UA (U x A) -u • et Target UA U- factor x Area (A) = UA (U x A) _25 I t y I trail 6ulzal0 I Po DAR U= .1r, Plan ID: f r -2 U= • 3a Pan ID: Zip Z U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: • U= Plan ID: , Glazing % Electric Resist Other Heisting '0-15% 0.40 . 0.90 =15-20% .0.40 0.75 >2(•30% not allowed . ..0.00 >30.40% not slowed .. 0.50 . Om Tabu 13-1 for CanciMasorryvaLua). Overhead I Glazing U= Plan ID: U. Plan ID: U= Plan ID: U= Plan ID: U= Pan ID: U= Plan ID: U= Plan ID: - Gazing % Electric Resist. Other Heating • 0-15% 0.00 .1.45 >15 -20% 0.00 1.40 >20-30% not allowed 1.30 >30-40% not slowed 1.25 (see Tab* 13-1 for ConciMasonry values) scoop anbedo U= , 35 Plan ID: zrT z -- U= Plan ID: U= Plan ID: • 35 Z ( - • (a Z I I Z. to • Electric Resist. Other Heating 0.60 • 0.00 JOAO sjo21 R =11 Pan ID: 3/-r -2 R= Plan ID: R= Plan ID: .10 ? l e l0 7G. (p . c , 740‘p 3 Electric Resist. Other Healing 0.031 0.036 slooa Ja410 R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.034 0.050 Opaque Wails' R= ( PanID: Z /T.. chmei R =. Plan ID:2.(1,2 E77W( R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: ,0q . 0 / 1co 665 • 13,5 I "72 . Z5 /0 37.5 • 1 q 00C 11 3 Elerxnnc Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 Co ic(xl) 0.19 0.19 Canc(ath) 0.25 0.25 Below Grade Walls R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: • Saari: Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 'dS 'iUO JaeO tJO J R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Elednc Remit. Other Heating . 0.429 0.055 . aped, -u0-gelS R= .73 Plan (D: R= Plan ID: R= Plan ID: R= Plan ID: . 7 3 (10 ' e4O- 3 • '4 /LO' Gag. 41 Electric Resist. Other Heating F=0.54 • F=0.54 (see Table 13.1 for radiant floor values) • For CMU walls, indicate car insulation material. Totals Fa compliance: ? rw 5314„4 l Totals) eiti 1 r y o 1994 Wash on Sue NawesaSneai Enerwr Coes Camera Fans 1994 Washin tate Nonresid ntial ne ode.Com • liance Form Envelope UA Calculd ions •k Climate Zone ENV -UA 1) Proposed Total Area shall equal Target Total Ara, and 2) Proposed Total UA shall not exceed Target Total UA. Um 1994 1: OG= 2: OG= 3: VG= 4: 5: 6: I Vertical Glazing List components by assembly ID & page I* Proposed SHGC SHGC* x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Vertical Glazing 1 Plan ID: Plan ID: 2 /�' Plan ID: Plan ID: Plan ID: Plan ID: • 1 `t • `� 174 ' 0.. 'Note: Manufacturers SC may be used in lieu of SHGC. Totals For compliance: Gila it % Electric Resist. Other Heating 0-20% 1.00 1.00 220-30% not Mowed 0.65 230.40% not Mooed 0.45 (see Table 13-1 for ConcdMasorxy values) • 'Note: Manufacturers SC may be used in lieu of SHGC. For compliance: Totals' �f , �J C. Li Q f Totals' Zoo r 1 [�bo Overhead Glazing List components by assembly ID & pegs d ' Proposed SHGC SHGC• x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Overhead Glazing 1 Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: _ _ . - - Glezing S Electic Resist. Other Heating 0-2071 1.00 • - 1.00 . 40.30% rot stowed ...,• 0.65' • >3040% notattosed 0.46 (see Table 13-1 for ConGMaeonry values) 'Note: Manufacturers SC may be used in lieu of SHGC. Totals For compliance: Totals' Envelope SHGC Calc lations Climate Zone • ENV -SHGC 1991 Wsnwgren So iwwr Stow Noeer e Form wll Energy Co C rnonar a Target Area Adjustment Calculations If the total amount of glazing area as • % of gross exterior wall area (calculated on ENV- SUM) =INK* the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wail Area 17: Roofs over Attics Other Roofs f Walla 1994 Washin • L. ` State Nonresidential Ener Code tom • liance Form • 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC stall not exceed Target Total SHGC. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls X Target OGArea in Roofs over Attics Target OG Area in Other Roofs 2. 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Max Glazing Area (Table 13-1) % I 1: 1) lesser (circle) 7: 4: 5: 16: •100 Proposed Opaque Area Proposed OG Area Max OG Remaining Target VG Area 1 8: ♦ 1: — + 2 — Total Target OG Area (sum 010 • $11) Proposed Opaque Area Proposed VG Area - 19: J Nqte: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Arses found. 1 3: = 17: Maximum Target Glazing Area 4 lesser (circle) 8: 4 1 Target OG Area W Target Opaque Area 10: 11: 12: Target VG Ares 1 9: 13: 14: Target Opaque Area (!5: Target values 9,12,13,14 315 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 312 are also used in the applicable Target SHGC calculations above. Arm. 1994 Note: 00 = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both hen and below. Cooling Equipment Brand Name' Schedule Model No.' Capacty' Total CFM OSA CFM Econo SEER or EER IPLV Location Equip. ID I D,, A v& Jirecr5 . 1 2 L,A . NNeg,5 Applicant Address: I Zo 1 _ 24 -4.4 • SOON 10 Applicant Phone: 2 - 1i- ' I e g Project Info Pr° fectAddress (4ci UPLAND biz! V E Date Capacity 1 U ( L.,46 IAA For Building Department Use Input Btuh Dbd►A (A)rvtwA J ( Applicant Name: I D,, A v& Jirecr5 . 1 2 L,A . NNeg,5 Applicant Address: I Zo 1 _ 24 -4.4 • SOON 10 Applicant Phone: 2 - 1i- ' I e g Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA cfm Econo Input Btuh Output Btuh Efficiency' Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Control Location of Service Project Description Briefly describe mechanical system type and features. 1994 Washing 1 State Nonresidential Ener Code Come liance Form Mechanical Summa • MECH -SUM 1994 Wesnwgion Slate Non'esseensal Energy Cove Cano.mce Fans DEsl&iu t■Iot 61,54.- R.g(sT. - TYPE e cycle WA 4 .E- 4c* ts. SPA - +1 6ATe° 'If available. ' As tested according to Table 14-1,14-2 or 14-3. ' If required. ' COP, HSPF, Combustion Efficiency, or AFUE, as applicabb. s Flow control types: VAV, constant volume, or variable speed. Pon, 1994 Compliance Option ❑ Simple System ❑ Complex System ❑ Systems Ansfysis (See Decision Flowchart (over) for qualifications) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the pisrts. For projects without plans, fill in the required inf int.Mi n below. .�.. -.. .', ". :'. •"T.V. •rrv..;arr.:,•. -., .,. v „ w., ....; .... . t .....+'...uC.L^. �. ^ • .. ;.... ,.w:. ,. �.. "•h `:� .., ....,Y -e. .: (if.. ,.>rwi ^ ' .,, ^ :t • Py `.'1 >. 1994 Washington State Nonresidential Energy 'Code Compliance Form Mechanical Summary (back) MECH -SUM 1501 Wwf V1poo14w horrsea rr E,wgy Coo. Cc,ivst CI Few* System Description See Section 1421 forfil description of Simple System gasifications. Decision Flowchart Use this flowchart to determine if project quanes for Simple System Option. If not, either the Complex System or Systems Matysis Options must be used. Heating Onl no no Complex Systems tf HeatirglCocing D Constant vop ❑ Mr cooled? ❑ Packaged sys? ❑ (54,000 BM? or Cooing °I* ❑ Spit system? ❑ Economizer induled? tf Heating Only; 0 (5000 cfm7 ❑ <70% outside air? yes yes no ( Reference) Sec. 1423 Simple System Allowed Reference Sec. 1420 yes Y no Nu m. 1501 Refer to MECH -COMP Mechanical Complex Systems for assistance in delernining which Complex Systems requirements err applicable to this project Project Address • r , .-" 11 / I� ► ILA /� , Y 1��V it bete The following information is necessary to check a mechanical • application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applcability (circle one) Code Section Information Required Location on Plans Building Department Notes 'WAG RE U (Sections 1 - Di 1424) 1411 elm perf ormance yes no n.a. 1411.4 Pkg. elec. htg.& dg. List heat pumps on schedule yes no n.a. 1411.1 Minim efficiency 'Equipment schedule with type. capacity. efficiency 1412 HVAC controls _ yes no n.a. 1412.1 .. Temperatuse zones Indicate locations on pier s - yes no n.e. 1412.2 Desdband control Indicate 5 degree desdband minimum _ yes no n.s. 1412.3 Huarwdii t control Indicate humidistat • yes no n.e. 1412.4 Automatic setback Indicate thermostat with night setback and 7 different day types • des no n.s. 1412.4.1 Dampers Indicate damper kxaton and autonntic contrite yes no n.e. 1412.5 Heat pump control Indicate thermostat miaopnooesaor an schedule yes no n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes no n.e. 1412.7 Balancing Indicate belaneing features on plena yes no n.a. 1422 Thermostat interior* Indicate thermostat interlock on plans yes no n.e. 1423 Economizers Equipment schedule . 1413 Air economizers yes no n.e. 1413.1 Operation Indicate 100% capability on schedule yes no n.s. 1413.2 ' Control Indicate controls able to evaluate outside sir yes no n.e. 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems yes no n.a. 1414.1 Duct seating Indicate sealing necessary yes no n.a. 1414.2 Duct insulation indicate R -value of insulation on duct yes no n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping yes no n.a. 1424 Separate air sys. Indicate sepsrate systems on plans yes no Mech. Sum. Form Completed and attached. Equipment schedule with types. input/output. efficiency, cfm. hp. economizer SERVICE WATER HEATING AND HEATED - POOLS (Sections 1440 -1454) 1440 Yes ` n_e. 1441 yes no n.s. 1442 ' Shut-off Service water M Elec. water heater controls Indicate R -10 insulation under tank Indicate automatic shut-off 1450 i Heated pools yes no n.s. 1452 no n.s. 1453 yes no n.a. 1454 rea o n.s. It no is circ 8 or Pool water heaters Pool heater controls Pool covers P ools 90+ degrees env auestron_ nrova Indicate not electric resistance Indicate switch and 65 • • nee control Indicate vapor retardant cover _.. Initiate R•12 pool cover ernlanatienr " a C C cab; AVV ICMC.. 1w. own ..'nuus.19.way+aerwvaaaxu):w. VAntr MVNAMIc.°.VN.ram.I r+IraOACt:vy VKVAI.iRO3RTOModeA oI1SkWr, mrArariAKIII P7VJNM.Vtfd"era.n wrrr..roeeseeriOAVmn+eaeae.rerVJ X%!c AIWA:: 1994 Washing State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 1 NM Warne % Sur Gomm Case Con1wnw Fenn% MECH -CHK AMP I45 qg) 51 DrA e,rc Mau+. 1994 Washingt( State Nonresidential Energy Code "ompliance Form Mechanical Permit Plans Checklist 1804 weemepbn Sue Energy Call Commerce Forms MECH -CHK A pfl 1994 Mechanical - General Requirements 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at bast one temperature control cloves. Each zone shat be corhtroled by individual thermostatic controls responding to temperature whiles the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of healing and coding energy to the zone ls shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4. if in the proposed buiding energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automate control capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a mninum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving uses which require continuous operation at the same temperature setpoint 2. Equipment with ful load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off - hour controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is ofi or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open dampers. These dampers shall remain closed in normal operation until activated by the fire alarm system or other approved smoke detection • system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air rank's. 1412.5 Heat Pump Controls: Unitary sir cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225.000 Btulh shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to. dampers, temperature and pressure test connections and belsncing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooing. 1413.2 Control: Al economizers shall be controlled bye control system capable of determining if outside air can meet part or all of the building's cooling loads. 1413.3 Integrated Operation: Building Heating Energy: Ar economizers shall be capebia of providing pan* cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Controls shall net preclude the economizer operation when mechanetal coring is requred simutranaousy. Exception: Economizers on individual. direct expansion, cooling systems with capstans not greater than 75,000 Btut h may include controls that limit siultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414,1 Sealing: Duct watt which is designed to owes at pressures above 1t2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as foiiaes: 1. Static pressure: 1/2 inch to 2 inches; seal transverse pints. 2. Static pressure: 2 inches to 3 inches: seal all transverse pits and longitudinal seems. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal sears and duct wal penetrations. 1414.2 Insulation: Ducts and plenums that are constructed as part of the budding envelope shell meet the requirements of Chapter 13. Other ducts and plenums shall be thermally insulated per Table 145. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space ony. 1416 Piping Systems 1416.1 Insulation: Piping shall be !homely insulted in accordance with Table 14-6. Exception: Piping instaled within unitary HVAC equipment Water pips outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51.26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualify as a simple system, systems shall be one of the folowirg: a. Air cooled, constant volume packaged equipment. which provide heating, cooling or both, and require only external connection to duct work and energy services. b. Air cooled, constant volume split systems, which provide heating, cooling or both, with cooling capacity of 54.000 Bt rh or lass. c. Heating only systems which have a capacity of less than 5.000 cfm or-which have a minimum outside air supply of less than 70 percent of the total at circulation. All other systems shall comply with Sections 1430 through 1438. 1422 Controls: In addition to the control requirements in Section 1412, where separate heating and cooling equipment serve the same temperature zone, thermostats shall be interlocked to prevent simultaneous heating and cooling. 1423 Economizers: Economizers meeting the requirements of Section 1413 shall be installed on packaged roof top fan - cooing units having a supply capacity of greeter than 1,900 dm or a total cooling capacity greaten than 54,000 Bturh. The total capacity of all units without economizers ohal not exceed 240,000 Btulhh per buiding. 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and/or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions. Mechanical - Complex 191 WIMPPnn EsoN1PY CON Gan g Forms Systems Checklist O Dgl V ei MECH ° 1 -COMP Agog 11414 Project Address 0 54 1 VT p N / / 15 frnO The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington Stale Nonresidential Energy Code. Use the checidist as a reference for notes added to the mechanical drawings (see the MECH -CHK checidist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this intonation in separate specifications alone is NOT an acceptsbie alternative. For Building Department Use Applicability 1 Code (circle Section [Con lunar t I Information Required on �Big Department ADDITIONAL CHECKUST ITEMS FOR COMPLEX SYSTEMS ONLY yes no n.e. 1431.1 Field asset. sys. Provide calculations 1432 Controls yes no n.e. 1432.1 Setback & shut-off Indicate separate systems or show isolation devices on plans 1432.2 Temp. resat control yes no n.e. 1432.2.1 Air systems Indicate automatic reset • yes no n.e. 1432.2.2 Hydrant systems Indicate automatic reset yes no n.s. 1433 Economizers Indicate ecceiont Ter on equipment schedule or provide calculations to Justify exemption yes no n.e. 1434 Separate air sys. indicate sagas@ systems on piens ' yes no n.s. 1435 Simi. htg. & dg. Indicate tisi simultaneous heating and cooling is prohibited, unlaces used ... • ` • is ' • yes no n.s. 1436 Hest recovery Indicate heat recovery on plans; complete and attach hest recovery calculations • yes no n.e. 1437 Elec. motor effac. MECH -MOT Of Equip. Schedule with hp, rpm, efficiency • no n.e. 1438 Variable flow s r�s. Indicate variable flow on fan and pump schedules ff "no" is circled for env Question. Provide explanation: r a' t• �a. ... {.C;7;irL3::fYt�iCa'd?�::... ,.�'t,7r.7• 1994 Washing State Nonresidential Energy Code Compliance Form $ 3s .1411.1 Equpsmt Pei Sh111 Meet Tobin 141 through 143 • M No Syron Huh 1 • -.. Swim 1431.1 Frill• Yee I Colguiroso or AwIMsd -N.4 Total On•rts Eagy amount' 1 lopr t . Rptnd No ' i 3srr� 143t,t . Capady Ha Wourr Supply Ye Hong Syeao • Ttrapr51tra1has t tiSrnT an Conga Ramrod east • Not I ON Yoe aaaer tut st Su C a e Carat hawed f (continued eck) 1 _ n• cr y 7 ' , ' 9., 7 T i;+` h �. �: �; s�rt' A a*4ry:7t^CT:7�T.'S`YF3rk'$iK:'' ` Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Mechanical - Complt Systems (back) MECH-COMP 1164 Wasionglon Sods 14wwwwwwora roam Cods Compowndo Folow 1994 Washin • - 1 te e Nonresiden i - I ne ocip-Com• liance Form ' , \ .. ...•-• Yoe ' '°14111 \ Yowl / limas A Elisio 7 1L is ti m N. • . Ca > ‘iwo—k• Codas • sus . ----- "c....3 ..... F . 20.010 • • • ha • \ c ems . • Na No No 4- , J • No (continued m front) ..• ...itypiy v .• 3000 all A ' Odd& Aw > • 70%? • .. ... N... •'. ..• Co W* • Yea .••• Podwood • ... • No . • Cool* ••• No , • Told Bide .... No • . Cy) ••••••••( . Redly t --owe: copoiwy :. ..--0.4 Cry ' '---, ' KOMI Both' .• ••. lAd? • • • . 44.000 Bath? ,.• • ....240.100 Bah?. /** • s, .• • • . • •••• . / . No Ye I IV- Yes L , ,••••• APPballoll •• Fr at pumps *".., lawdow •—.c • • ••• 10 HP? • •• Vidal& Flows? • • , , No , • ... MIII-opesa % •. No Swim 1417 ." N. ; . &r N „ :„,....ewk \ LAwor eb.apssi • a . --el Porhnonse •• ''N Rom? ,, ••' \•.‘ Sroow/ , ' Eilwwwwolo Mary TAW 14.1 Wm 414.1 sN....,,- • \ ./.. Vol •• , 'set et • ro•Agr1 •ektRiKe•,•,:•0:! No Y. .5 V. si &palm 1436 30% ESN Nod Rownwy Pima Itogoreil Lofts 14311 Void& Flow Daum Relporwl Setae* 14/5 ./ • •• Fos Powand • VAV Tamed 1 • 1pOwa? . / • P•1 Salm 1436 indowno HMOs & Calls Pniaid 5. Apnl. 1104 Electric i SIM Wasiengien Motors MECH -MOT Sew.Enn..Cern Can...nc.P S non in. 9 Project Address [ UPiA %iO �h l �ga u a Date i I7 c 9 Complete the following for all design A & B squirrel -cage, T -frame reduction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below aPPNes). Use Motor No. or Location HP Type (open or dosed) Description of Application or Use Synch. Speed Min.Nom. Full load Efficiency • Exception: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14-1 or 14-2) . 3. Motors that are an integral part (i.e. not easily . removed and replaced of specialized process equipment (i.e. equipment which requires a special motor, such as an eziosion -proof motor). 4. Motors integral to a listed piece of equipment for *itch no qualifying motor has been approved (i.e. tf the only U.L listing for the equipment is with a less- efficient motor and there is no energy-efficient motor option). For motors claiming an exception, list motor and note which exception applies. Open Motors Closed Motors Synchronous Speed (RPM) 3.500 1.600 I l 1.200 3.600 ! l 1.800 ' 1.200 HP Efficiency (S) Efficiency (%) 1.0 - 82.5 80.0 75.5 82.5 80.0 1.5 82.5 - 84.0 84.0 82.5 84.0 85.5 2.0 84.0 84.0 85.5 84.0 84.0 86.5 3.0 84.0 86.5 86.5 85.5 87.5 87.5 5.0 85.5 87.5 87.5 87.5 87.5 87.5 7.5 87.5 88.5 88.5 88.5 89.5 89.5 10 86.5 ' 89.5. 90.2 89.5 89.5 89.5 15 89.5 91.0 90.2 90.2 91.0 902 20 90.2 91.0 91.0 90.2 _ 91.0 902 25 91.0 91.7 91.7 91.0 92.4 91.7 30 91.0 92.4 92.4 91.0 92.4 91.7 40 91.7 93.0 93.0 91.7 93.0 93.0 50 92.4 93.0 93.0 92.4 93.0 93.0 60 4 93.0 93.6 93.6 93.0 93.6 93.6 75 93.0 94.1 93.6 93.0 94.1 93.6 100 93.0 94.1 94.1 93.6 94.5 94.1 125 93.6 94.5 94.1 94.5 94.5 94.1 150 • 93.6 95.0 94.5 94.5 95.0 95.0 200 94.5 95.0 94.5 95.0 95.0 95.0 : eza ;,asu�R�aUi, . kr=:> cie. r vokKtmovt :*WInst A9wv *fyztd.tki$M 1994 Washinf in State Nonresidential Energy Co ±p Compliance Form Project Info Prot Address 3 41 o P VE Date 1 ti j Allowed x Area • '10140 I LA VIA- For Building use R 14 .2 DE.s2botA e.btAPAp4 Applicant Name: 0.2 W/ft Applicant Address: Applicant Phone: Alteration Exceptions (check appropriate box) 0 No changes are being made to the lightir g 0 Less than 60 S of the fixtures are new, and installed lighting wattage is not being increased Location (floor /room no.) Occupancy Description - AUowsd Watts per ft " Area in ft Allowed x Area • • /. 2 - 1( e to R 14 .2 Open Parking ,___ 0.2 W/ft Outdoor Areas 02 W/ft Bldg. (by facade) W/ft . Bldg• (by Perim) 7.5 W —.• Note: for building exterior, choose either the facade area or the perimeter method, but not both) Trial Allowed Watts — From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts Gj II. 2 Location (floor /room no.) Fixture Description Number of Fixtures Watts! Fixture Watts Proposed • - 1.11. IA 0.2 Wlft D Open Parking ...4— 0.2 W/ft Outdoor Areas 02 W/ft Bldg. (by facade) W/ft . Bldg• (by Perim) 7.5 W —.• Note: for building exterior, choose either the facade area or the perimeter method, but not both) Trial Allowed Watts Total Proposed Watts may not exceed Total Allowed Watts for Intenor Total Proposed Watts Act b Location Description Allowed Watts per ft or per tf Arse in ft (colt for perimeter) Allowed Watts x It (or x If) Covered Parfang 0.2 Wlft Open Parking 0.2 W/ft Outdoor Areas 02 W/ft Bldg. (by facade) W/ft . Bldg• (by Perim) 7.5 W —.• Note: for building exterior, choose either the facade area or the perimeter method, but not both) Trial Allowed Watts Y Location v Fixture Description Number of Fixtures Watts! Fbdtre Walls Ptoposad Total Proposed Watts may not exceed Total Allowed Watts for Exterior To Proposed Watts 1994 Washin r- State Nonresidential Ener Code,Com.liance Form Lighting Summary LTG -SUM 1994 W.smngmn Son Hom.sw«,eal Efiefgy Coe. Cona.r+o. Fans Project Description j 0 New Building 0 Addition Alteration Aar 1994 Compliance Option ❑ Prescriptive ‘ 511Lfghting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive b LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior) Proposed LiQhtine Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Maximum Allowed Li tin Wattage (Exterior Proposed Li tin Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Use' LPA (WMt Use LPA AW11') Painting, waking, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops. beady shops 2 Afris (atrksnr) 1 Hotel banquet/cardamons/exhibition tacit' 2 Asaatrr r spaces'. asiltoriums. 4yrtnssia ° , theaters 1 1 Laboratories 2 Process plants .� Aircraft repair hangars 1.5 1.5 Restatewitslbers Rdail A' 1 1 Cafeterias. fast food establishments' Factories. workshops. handling areas 1.5 Retail 8 Retail blinking 1.5 Gas stations, auto repair shops` 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses" at... areas 0.5 Ltfraries 1.5 Aircraft storage hangars 0.4 Missing domes 1.5 Parking garages See Salim " Wholesale stores (pallet rack shelving) 1.5 Mail =courses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms. day care centers 1.35 Common arras, cot idors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilst faciities and washrooms 0.8 Office buildings, office/administrative arms in faciities of other use types (including but not limited to schools, hospitals, institutions. museums, banks, churches) 1.2 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Nab: It occupancy type is 'Other and fixture answer is checked. the number of rectums in the space is not limited by Coda. eteany indicate these spices on planar. M not qualified. do LPA Calculations. L Ming Fofures: p Check here if at least 95% of fixtures in the space meet all four crdteia: 1. Fixtures are fluorescent, non lensed, with only one or two lamps, and 2. Lamps are T T-6, T or PL, and 3. Lamps are 5 Watts, and 4. Ballasts are electronic ballasts 1994 Washin to Nonresidential Ener Code rnm.liance Form Lighting Summary (b. k) LTG -SUM 1994 Washington Stan Navo.,er a energy Coco eanprnce Forms Ago. 1994 Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15-1 I. In uses in which a use is not mentioned specifically, the knit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. Sec Section 1512 for exempt areas. 2. The watts per square foot may be increased. my two percent per foot of ceiling height above twenty tat. unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot ot'ceiling height above twelve fat. 4, For all other spaces. such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump arcs under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 135 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas. which may include elevator space. lobby area and rest rooms. Common aras, as herein defined do not include mall concourses. 8. For the tire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating. the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B. light for free-standing display, building showcase illumination and display window illumination installed within two sea ot'the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and Elm merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot. including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height. is submitted, the square footage for a warehouse may be defined. for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. P►*I 341 UPt-AJP Dove ! -/r►S J91p in the The following information is necessary to check a lighting permit application for compliers:* with the Nghifg requirements 1924 Washington State Nonresidential Energy Code. (( 1 Section ( Information Required I Loeabon on Prim Building Demonise LIGHTING CONTROLS (Section 1513) yes no n.e. 1513.1 Local controVaccess Schedule with type. indicate locations ye s no n.e. 1513.2 Area oonbels Miomurn limit per switch 1513.3 Daylight me control Schedule with type and features. indicate locatiors yes no n.e. venial GMurfng Indicate vSAkalllaairg on plane yes no n.s. oyatnad gluing I ndlesb ovalued Ming on tiro n yes no n.s. 1513.4 WOMB MOMS controls • 1513.5 Exterior shut-off Schedule w di type and features, indicate bealan des no n.e. (a) timer wliscloip Indicate location yes no n.e. b Indicate location 1513.6 Inter. auto shut-off + Indicate location yes no n.s. 15131.1 (a) mutt sensors Schedule with type end locations yes no n.s. 1513.6.2 (b) auto. snitches Schedule with type and features (beck -up, override capability): Indicate aim of none on piers HTINGWATTAtIE (Sections 1520 -23 or 153042) 7 no Lighting Sum. Form Completed and attached. Schedule with fisure types, t e m p s , Mints. watts per f i x t u r e EL (ROTORS (Section 1511) fires no n.$) lElse motor eflcier>cy IMECH -MOT or Egtipmant Schedule with hp, rpm, eflicisrncy I I .iaan,rw 1 4Y 1994 Washingt ",State Nonresidential Energy Code .ompliance Form Lighting Permit Plans Checklist I sad. Ar cei. cam. Farris LTG -CHK Ay/ 1N1 no is circ a or any question, prow e exp anation: Lighting - General Requirements 1513 Lighting Controls 1613.1 Local Control and Accessibility: Each space, snciesed by walls a ceiling-height potations. shell be pmMdsd with Ighbng control located within due spars. The *delft commie, wMS+ar one sr mall, shell be capable of turning off al lights within to space. The control shal be readily accessible. at the point of .ferried, to personnel occupying or using the space. Exceptions: The following lighting controls may be controlled in remote locations: 1. Lighting control for spaces which must be used as a whale. 2. Automatic control. 3. Control requiting trained operators. 1. Control for safety hazards and seeudty. 1613.2 Area Controls: The mandmun lighting power nil may be controlled from a sigh switch or automatic control shell not exceed that Mich is presided by a twenty ampere circuit !ceded to not mote man . eighty percent. A masbr control maybe installed provided the indhAdu l • :• switches retain their capability to function independent*. Circuit baskets .: '. may not be used as the sole mesa of Switching. Exceptions: • 1. Industrial or manufacturing process wells, es may be required for production. 2. Area less than five percent of the building footprint for footprints over 100.000 ft'. 1513.3 Daylight Zone Control-AI deyighted seas. as defied in Chatter 12. both under overhead ghzing and adjacent to vertical glazing, shall be provided wnh individual controls. or daylight. or occupe t.sensing automatic controls. which control the lights independent of general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: Al display. exhibition. or speclaly lighting shall be controlled independent* of general area lighting. 1613.5 Automatic Shut-off Controls, Exterior. Exterior lighting not intended for 24-hour continuous use shal be automatics* switched by • 1994 Washin ! : ; State Nonresidential Energy Codr ompiiance Form Lighting Permit Plans Checklist Met wnnwrpn sue Odd cols common Rem LTG -CHK tier, pelmet or a pmbistien d tiff*? end photoed. Automate t. SMOGS shall ere hove pepam beck -tip cttpubilties, which prevent the loss of program end time settings fee at hest 10 hours. ii power is Interrupted. 1613.6 Automatic Shut-Off Controls. Interior. Office brildngs pent? then 25.000 ft end se sanest clssreems shit be equipped wan sspwes submit* Cordial to shut off the lighting during unoccupsed hours. Automatic central may be en occuparay censer, tine swatch. or ether device amble d auomaday shutting off lighting. Exceptions: 1. Ames that must be continuous* iwminehd, or Illuminated in a mow nqui'ing manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industriel or manufacturing process realise as may be required for production. . 1613.6.1 Occupancy Sansota: Occupancy sensors slid be capable of automaticaly tuning off lithe Ighb In an area, no mote men 30 minutes sitar the arcs has been vaealsd. • 1513.62 AuMtatic Time Switches: AUamttic tins switches std die a minimum 7 dry Clock and be capable of being set for 7 different day types par week and in*erpwata en a * entire hoiday 'shut-off' which tuns off air lads for at Meat 21 hours and than resumes femme* scheduled eparatio s. AulunsY. time seriches std also have prevent beck up capabilities. which prevent the less of program and time seams for at hat 10 hours.1 power M idenupted. Automatic time switches shell incorporate an over -ride switching device which: a. is readily seassiblo: b. is bested so that • person using the device can sae the tights or the areas controlled by the switch. or so met the area thing Ilumiated is annunciated: c. is manuay operated; d. allows the lighting to remain on for no more than two hours when an ersarids is initiated: and e. control an ems not exceeding 5.000 it° or 5 percent of footprint for footprints over 100.000 ft whichever is greeter. V ,10/08/1996 08112 FROM RLL,STRTE ELRURTOR DATE: 1r,- $ -9G TO: D LA & �i4 '# Farr #: 206- 4 131- 3(ear FROM: pave To... Project Name: 0,e prF.b•ifr, ALLSTATE ELEVATOR COMPANY INC. 414 PUYALLUP AVENUE TACOMA, WASHINGTON 98421 206 -572 -9191 WASH. STATE 800 - 445 -6990 FAX 206 -572 -9196 FAX TRANSMITTAL COMPANY: Girl oT 7 PAGES INCLUDING THIS. ONE: / a. TO 12064313665 Message: Please see the attached form from the Dept. of Labor & Industries. This form will be sent in with my installation permit. By signing this form you are agreeing only to the concept of the lift, so long as it meets code. All inspections will be done by the . State. Please return the signed form at your earliest convenience or please .call if you have any questions. Thank you. RECEIVED OCT 0 8 1996 COMMUNITY DEVELOPMENT P.01 ;10/08/1996 08 :13 DEAR BUILDING OFFICIAL: FROM ALLSTATE ELAURTOR 04»-i- a.» ?a ii yy Location Name (for conveyance) STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES • TO 12064313665 P.02 This form is to bring to your department's attention the fact that the conveyance designated below is being proposed for installation in an existing coamercial _building 'within your jurisdiction, and this form will. accompany the installer's Installation Application to our Department. If you have any regulations that would prohibit this installation please notify the installer, and do not sign this form. Inclined Wheelchair Lift Vertical Wheelchair Lift (The travel shall not exceed 12 ft nor penetrate a floor. ANSI A17.1, Rule 2000.7a) Inclined Chair Lift Residence Zlevator (installed in other than a private residence) All conveyances shall be installed to code.. Any deviation from the code shall require a variance from the Department of Labor and Industries Elevator Section prier to a permit being issued. -3q? Url av f L2r,'ve (4ew1 /G Street Ad ress City e of Building Official 46) 4 31 . - 3670 Telephone I. . ohs • • Location Telephone # If you have any questions please contact the Elevator Section at (206) 248 -6657 in Tukwila (south Seattle). . TOTAL P.02 October 3, 1996 City of Tukwila 6300 Southcenter Blvd. Tukwila WA 98188 Attn: Bob Benidicto Sincerely, Cl' F _• sen Project Manager 4r . Re: The Bedroom Co. Tenant Improvement If you have any questions, please to contact me. .0 ..... .•t: A,'r�.Y i.L14 ••,• •V:8 :: Donovan Brothers COMMERCIAL CONSTRUCTION 1801 West Valley Highway North, Suite 101 P.O. Box 818, Auburn, WA 98071 -0818 206/939. 7777,. FAX: 206/939 -7994 We are completing the new tenant space at 349 Upland Drive. It will be ready for final inspection on Friday afternoon, October 4, 1996. One item that will not be ready, however, is the handicap lift. Because of the lead time of lift, it will not be available for installation until October 21, 1996. Once the lift is installed and tested, we will immediately call for inspection so the facility will fully comply with ADA requirements. OCT 0 7 1996 COMMUNITY DEVELOPMENT RECEIVED acaa,.en..o-. bar 02-i( ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522.6698 Joe No. SUBJECT Jos NAME • r^$ WALL V L �' DATE iq (Qh SHEET 1 OF ( BY -4. RECEIVED CITY OF TUKWILA S E P 1 8 1996 PERMIT CENTER TRANSMITTAL CITY OF E TUKWILA To: K61.-C-16 PETE2coN i PeiMir Cog.p,Date: q• ��•�(� SEP i 2 1996 C rr`f OF 1 PERMIT CENTER Project: 7C o /ztnM eoMfil ,v ( Project No: 6 74^0 Z Z Re: PEgIAT N4, 6 U- (52 (( I EVISioN Description: `t P/- iAI15 �E17►2t or�1 �0lt1PAN`( ��FI��( "T-�j pA-rEP `1-1 -1tn & ► REVIS PA 9-0-1 (n D' REYf 5 Dl I 'VV12 ''N `'T .A-EU I OP s A i M I DA7Coo q -11 -% Remarks: B CC: ARCHITECTURE & PL ,DING, INC. ROYCE A BERG, AI.A, PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 ❑ Sent per Your Request ❑ For Your Use/Reference • la For Review /Comment ❑ For Your Signature ❑ For Your Approval G�- PHONE: (206) 583 - 8030 FAX: (206) 583 -0708 '_ 1 k it, AI Won' ` -rtz0Cro - p. ) E,vi rwFr, At.t>7 53TAMPEO 16‘f eN FIZS N. L PA/ Q- IZCNI7 ?Ci5 "No TA1 N`' , DATED '. /1.1 , ( A Jw15 ❑ For Distribution ❑ For Your Records ❑ Other Via: ❑ Mail ❑ Courier ■ Hand Deliver ❑ Ovemight UPS ❑ Hold for Pick Up DATE: 9/12/96 PROJECT NAME: BEDROOM COMPANY PROJECT ADDRESS: 349 UPLAND DRIVE r CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: B96 -0211 CONTACT PERSON: LPN ARCHITECTS /ROYCE A. BERG PHONE: (206)583 -8030 REVISION SUMMARY: DELETE SECTION C.1, "TYPICAL WALL AND FOOTING," ON SHEET T -3 YY\ poe(2--cov- ck- p,r 9 I I C I b. SUBMITTED TO: I LABEL "NOT USED, USE ALT" CITY OF TUKWILA gpPKUVED SHEET NUMBER(S) T SEP 2 5 1996 "Cloud" or highlight all areas of revisions and date rev(slq.L0 BUILDING DIVISION eCt5 � c�c, - � 1 !arrning RECEIVED CITY OF TUKWILA SEP 1 2 1996 PERMIT CENTER ADD ALT SECTION C.1, "TYPICAL WALL AND FOOTING," ON SHEET T -3 ADD "TEMPERED GLASS" NOTE TO ENTRY STAIR ELEVATION, DRAWING 2/T -3. Ic*or 91191% ARCHITECT'S • SUPPLEMENTAL INSTRUCTIONS - MODIFIED (ASI - M) CONTRACT DATED: Issued By: R. A. Jones cc: Kelcie Peterson, City of Tukwila (Permit No. B96 -0211) S OWNER: Boeing Oregon Mesabi Trust DATE OF ISSUANCE: 9/11/96 Owner Architect Consultant Contractor El Field Other ® Frank Agostino PROJECT: The Bedroom Company ARCHITECT'S SUPPLEMENTAL INSTRUCTION - MODIFIED NO: 1 TO: Cliff Hansen ARCHITECT: LPN Architects Donovan Brothers CONTRACT FOR: PROJECT NO: NW 96022 Description: 1. Delete Footing Detail C.1 on Sheet T -3 and add Alternate Detail C.1 on Sheet T -3 to reflect a request by the contractor for a cast -in -place footing detail. RECEIVED CITY OF TUKWILA SEP 1 21996 PERMIT CENTER SEF' '96 13:45 INC TYPICAL DIMENSIONS F BRG CL THIS FORM F510 9l/ORM LDAD MARK NUMBER QUANTITY DEPTH (D) STRESS LEVEL SERIES (• SLOPE (NIGH RIGHT = + LEFT CANTILEVER (CL) LEFT BEARING (PG) CLEAR �N (EMUS) RIGHT BEARING (BRG) RIGHT CANTILEVER (CL) ON CENTER SPACING LIVE LOAD HAD LOAD PAR1TTTON LOAD DESIRED CUT LENGTH WSI ACCESSORIES BLOCKING PANELS • •' ' /C — 17 PCS • • 0/C — PCS ' • 0/C — PCS • • 0 /C — PCS 0.4m.• -i SHORT FOBS( Sales 'Outlet CLAW ''. Sales Location BobNme l "'"1 - Job Ad ress b tMi r ' TZit/c4 Gs�It' Governing Code Date Requested Delive - ry Date / -Z ece.tt CS — CLEAR SPAN (FACE OF BEARING TO FACE OF BEARING) BRG — BEARING (LENGTH OF WSI IN CONTACT WITH SUPPORT) CL — CANTILEVER LENGTH (FROM OUTSIDE OF BRG TO END) D — DEPTH (TOP OF TOP FLANGE TO BOTTOM OF BOTTOM FLANGE) Western Wood Structures, Inc. P.O. Box 130 Tualatin, Or 97062 FON 503/692 -6900 FAX 503/892 -6434 GINFF ents • aae it ra.v;ngs ant. soeciflcatio :'eneral CC•: IVF R,chCt: orf ar,(1 grnr•al rn' le contract documents. nun „b cnu u�c.;a.••� .. t hrirat nn - ,roresces mating his +,oric wItn t �ib i,:_ .. �, ►. itiZ E Sift ns Or corm v ants of the review of , ytin ^rr on given in . WI; flit l.�il nc cplar}in. tion, cooN • iu..3 INCHES 18 1 IN/FT CS EXAMPLE A 50 INCHES 30.5 INCHES 5.5 FEET 15 :t.ra INCHES 4.75 INCHES 3.0 INCHES 0 INCHES 16 PSF PST PST 50 15 20 191 -0' X X xx X x BRG -- + + + + + + + + + + ++ • 100 /, /, 0 O y8 WEB STIFFENERS X !X /I — ;Cp PCS PCS PCS PCS RECEIVED CITY OF TUKWILA SEP 1 21996 PERMIT CENTER BRG FVIF''ED PP IF Fr) orrect, 1h1, r: reouiren only Io informal respuns ,lirnonS constru trades, TO: 206 939 7994 P01 CS n R «F rnpPFr, BRG —+ k — I REVISE A' D RESUBMIT SyP'•rtIT c ECIFIED ITEM IONS' NfTFr ATTENTION: JOIST ORDERS SOLD USING THIS SHORT FORM WILL NOT BE PROVIDED WITH AN ENGINEER'S STAMP ON THE SHOP DRAWINGS OR CALCULATIONS. _ Juring nmpleor rt with s. This check is di we v°Sii,n oncr .with the ne contractor is I,JP•,•LS and d technioues of at of all other n� sa;f `LctOry INC. A BY 1'1 , O APPfayD D DIS,NZROVED fh arses 6e-a k E.4-s ?Zs/96 rxw n 1 Architecture and Planning Leeson Pomeroy Northwest. Inc. Royce A Berg A.LA.: President • • CHECKING IS ONLY FOR GENERAL CONJORMANCL WITH Tit DESIGN CONCEPT Of IHl PROJECT AND GENERAL COMPLIANCI WIIH MT INIORMAtION GIVEN II IHL CONTRACT DOCUMENTS. ANY ACTION SHOWN IS SUBJECT 10 THE REQUIREMENTS Of THE PLANS AND SPECIFICATIONS. SIIALLSBE AND CORRECTED M 1111 JOB 5111 �� FABRICAIIUN PROCESS AND THE TECHNIQUES OF CONSTRUCTION, COORDINATION ER ORMANCE OF H S THAT All OTHER TRADES AND MA EXCEPTION TAKEN KE CORRECTIONS NOTED DATE REVISE AND RESUBMIT SUBMIT SPECIFIED ITEM RF.IFCTFD AUG 13 '96 15:27 LPN ARCKTTECTS (206)583-0706 P.1/4 ARCHITECTURE & PLANNING, INC, I On , 'ROYCE A. BERG, A.I.A., PRINCIPAL Y. KEN K CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 FAX COVER SHEET TO: Ken Nelson COMPANY: City of Tukwila DATE: 8/13196 PROJECT: The Bedroom Company TIME: 3:29 PM PROJECT NO: 96022 FAX NUMBER: NO OF PAGES: 3 ORIGINAL DOCUMENTS WILVINIU. NOT BE SENT BY MAIL s •., :4 •1 o our • : m Ri H ux Th and letters from LPN to riffin. dated July 31, 1996 and Aucwst 13, 1996 FROM: Royce Berg SENT BY: Steve Shoner If you do not receive the indicated pages, please call (206) 583-8030. PHONE: (208) 583-8030 FAX: (208) 583-0708 August 13, 1996 Mr. Duane Griffin Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila WA 98188 RE: Bedroom Company, Tukwila, WA, Permit No. B96 -0211 LPN # NW 96022 Dear Duane: Attached is a letter from the Bedroom Super Store reflecting warehouse use, no retail, and four or less employees in this space. This is submitted to support our conversation and letter dated July 31 1996, for use of lift and the single existing toilet facility in this improvement. Respectfully, Royce A. Berg RAB:scs cc: Ken Nelson City of Tukwila Bob Benedicto, City of Tukwila Jack Link, President, Triland / Boeing Oregon Mesabi Trust Frank Agostino, Corporate Real Estate AUG 1 4 1996 RECEIVED COMMUNITY DEVELOPMENT AUG 13 '96 10:12 CORPORATE REAL ESTATE August 8,1996 Planning Department City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, Washington. 98188 RE: The Bedroom Super Store To Whom it may concern: We have been warehousing and distributing furniture in your city at 1121 Andover Park West and at 120 Andover Park East for over ten years. In September, we are downsizing to 12,325 square feet at 349 Upland Drive. As in the past, we will continue to warehouse bedroom furniture and again we have no intentions of retailing from the new space. In addition, there will be no more than four full tittle employees in the premises. Please also be advised that we have been and plan to continue to retail in your city at 17320 Southcenter Parkway as we have for over ten years. . incerely, Hick faux President b super store 'Where Americo Buys Bedrooms For Less" Corporate Office 5015 N. 19th Ave, • Phoenix, AZ 85015 • (602) 242.2379 P.2 /2 . DATE: 7/3 Vg& PROJECT NAME: li3 Mt (OMPAMY SHEET NUMBER(S) T ' Z CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA JUL 3}11996 PERMIT CENTS REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: I .. 6111 PROJECT ADDRESS: ' '41 (..)PcAN P bRJYE 1 TUKw(LA CONTACT PERSON: LPN AROITEL'(S y Fria_ '(L f3eE PHONE: 2L %' • SB3 - 5430 REVISION SUMMARY: WISE PK.orosg.o 64;ricE AREA grD15'C21 BUTE age-7 6A Your P 4 g P A 2 0 P O S E D C F 6 ) -gY /5E c/ J4E,Ql) L.1Q1Tf G4yod r CND rnereVES ADDEv) ,ADD 3X7 DOOR BrT EEN WARE-4005g AND P2o?os5.D oFric,E AREA. ) APP U11tt.L DET.41L bi2A(Al t i ic 617 -Z SUBMITTED TO: C... r ti II ;; i A JP el 0741 s y t il� i:'Trt' .psi ��'ri 5, Y'ry .n fyi fl t n} • ...(f ..+tY� ^ .31�sv�.,. .. �:F.I: K- ...,.. .L..S... i`.Y_.S.L.ta.:[d rat l .�.�b ..1:. .. .... i3,.,._ a... .. .•n ^...n..e'. •.wa.1,. t"_.` .aS:.iY+...Lrer. .4'..r. {J:t'4.. �...... .. �_ ..x ..... rr�... � a...`C ).S' , 11 i •, 1 111 • A .8 t.1 July 31, 1996 Mr. Duane Griffin Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila WA 98188 RE: Bedroom Company, Tukwila, WA Permit No. B96 -0211, Platform lift at existing facilities LPN # NW 96022 Dear Mr. Griffin: Per our phone conversation of 7/30/96, the use of lifts is still of concern to the City of Tukwila and is subject to interpretation between codes for interior or exterior use, Key versus push button, and State elevator and Building Code issues. Both an elevator and a ramp are infeasible for use at this facility. Use of a ramp conflicts with the heavy trucking and service functions in this existing distribution facility. The lift provides access in the rare situations where accessibility is required. The tenant is not retail or public, but warehouse storage for a separate retail operation. Approval of this lift is not precedent setting for other installations or buildings; it is approved for this existing facility due to the heavy trucking and distribution aspects, noting that if any retail existed it would not be approved. Approval is predicated on: 1. Letter from tenant indicating that this is a warehouse facility and not a showroom or retail area for the public. 2. Bell and audible buzzer in office area with signage at office and at button on lift to identify procedures: "Ring buzzer for assistance with lift, and "assistance required at lift." 3. Key will be provided to any employee in the future that might ever work in the office section of the warehouse and require accessibility. Use of a button only at the lift poses security problems with unauthorized use, so a key protects the facility and is required per State elevator standards. R pectfully, RAB:scs A. erg cc: Ken Nelson City of Tukwila Bob Benedicto, City of Tukwila Jack Link, President, Triland / Boeing Oregon Mesabi Trust Frank Agostino, Corporate Real Estate Ken Chin, LPN RECEIVED CITY OF TUKWILA JUL 3 1 1996 PERMIT CENTER A E I PART 1 - GENERAL 1.01 DESCRIPTION OF PRODUCT A vertical platform(wheelchair) lifting device, manufactured by Ac- cess Industries, Inc. (Cheney), designed to provide access to or within a building for mobility impaired persons. Lift consists of machine tower, lifting platform and toe guard enclosure selected and dimensioned to provide adequate lifting height to suit building access requirements indoors and outdoors. Lift shall have capacity to lift 750 lbs. (327 kg) to lifting height of 6 ft. (1829mm) maximum when anchored on level, 4' (102mm) thick 3500 psi (241 bar) reinforced concrete pad. 1.02 QUALITY ASSURANCE Lift shall be designed, tested and installed in compliance with appli- cable regulations of all governing agencies with jurisdiction and in accordance with ASME /ANSI A.17.1 standards. All load ratings and safety factors must be certified by a professional engineer. Lift shall be subject to applicable state, local and city approval prior to installation and subject to inspection after installation. Submittals: Lift contractor will submit drawing and (or) manufacturer's literature for approval. Drawings shalt show rough -in and wiring requirements. Substitutions: No substitutions will be considered unless written re- quest for approval has been submitted by the bidder and received by the architect at least 10 days prior to the date of receipt of bids. PART 2 - PRODUCT 2.01 MANUFACTURER/EQUIPMENT Lift shall be VPL® Series 2000 TG Model with maximum lifting height of (specify:)48' or 72' (1219mm or 1829mm) and a 32' x 54' (813mm x 1372 mm) platform manufactured by Access Industries, Inc. (Cheney), 4001 E. 138th Street, Grandview, MO, (800) 925 -3100, FAX (816) 763 -3100. 1. Capacity: 750 lbs. (327 kg). 2. Nominal speed: 12 fpm (.06 ms) 3. Drive System: Motor -115 or 220 volt, 9.2/4.6 amp single -phase motor with minimum 1/2 hp, 1750 rpm instant reverse capability. Lift stops automatically at desired landings. Drive - Recirculating ball screw design with rotating screw. 4. Static Load Test: All load ratings and safety factors shall meet or exceed those specified In ASME/ANSI A17.1, Part XX Section 2000 for public buildings when installed in a hoistway and appro- priately equipped and Part XXI Section 2100 for private residences and shall be certified by professional engineer. Fabrication/Components: 1. Main Frame: 1.5' sq. x .083' wall steel tubing. 2. Platform, Ramp and Toe Guard: All steel construction with integral stiffening ribs; slip resistant surface; toe guard Is 51' (1295mm) high for 48' (1219mm) lifting height and 75' (1905mm) high for72' (1829mm) lifting height. • 3, Barrier Framework: 1 -1/2' sq. x .083 structural steel tubing. 4. Carriage: 3' sq. x .250' wall steel cross tube with 2' x 4' x .250' wall uprights. Large 6' dia. urethane carriage wheels. 5. Side Guard and Front Panels: 18 ga. steel sheet panel In1- 1 /2'sq. x .083 steel tubing frame. 3/95 \‚ PL®SERI E S 2000 VERTICAL PLA LIFTS TOE GUARD (TG Model) SUGGESTED SPECIFICATION 6. All Welded Parts: welders certified in accordance with require- ments of AWS D1.1. 7. Coatings /Surfacing: Lift shall be finished with electrostatically applied thermostatic powder coat finish for Indoor or outdoor use. Standard colors are Sable Brown, Taupe' Pearl Gray or Ivory. Controls and Safety Devices: Lift shall have the following: 1. Platform Controls - 24 VAC ON /OFF key switch, constant pres- sure directional paddle switches, emergency stop switch. 2. Landing Controls-ON/OFF key switch and constant pressure Call /Send buttons. 3. Integral ball screw safety device. 4. Automatic spring actuated, electrically released brake mounted to ball screw shaft. 5. Grounded electrical system with upper and final limit switches and 24 VAC operating controls. 6. Fixed access ramp, 42' (1067mm) high side guard panels and non -slip platform and access ramp surfaces. 7. Security key locks at controls for limited access to meet requirements of ASME/ANSI A17.1. 8. 51' (1295mm) lower landing gate for 48' (1219mm) lifting height or 75' (1905mm) lower landing gate 72" (1829mm) lifting height, 42' (1067mm) self - closing gate shall be provided on platform and at top landing (option:) or 6'8' (2032mm) flush mount 1 -1/2 hr. fire rated door with self- closure and electric door strike. Electro- mechanical interlocks allow platform ascent/descent only when gates /doors are closed and locked. 9. Grab rail on platform for rider security. 10. Emergency stop shall cut off power to lift. Signaling device shall provide audio alarm that can be activated from platform or(option:) landings for emergency assistance. 11. Hand crank for manually raising/lowering platform in event of power or component failure. Applicable Standards: Lift shall be designed and manufactured in accordance with following standards: 1. American National Standards Institute (ASME /ANSI) A17.1. 2. Americans with Disabilities Act (ADA) 3. National Building Code (BOCA) 4. National Electrical Code (NEC) 5. American Society for Testing Materials (ASTM) 6. American Welding Society (AWS) 7. Underwriters Laboratories (UL) 2.02 ELECTRICAL SYSTEMS Wiring: Electrical contractor shall provide a 120V or 230V, single phase, 20 amp electrical power source connection. ACCESS ELEVATOR WO. 29843 24TH rL. 8. rEDEnAI. WAY, WA PAon 6 206) eoara ENE-SIDE (20R) 03.073 RECEIVED CITY OF TUKWILA JUL 3 1 1996 PERMIT CENTER AACCESS INDUSTRIES, INC. ACCESSIBILITY PRODUCTS 4001 East 138th Street Grandview, MO 64030 -2840 Phone: 816. 763.3100 Fax: 816-763-4467 Toll Free: 800. 925.3100 PART 3 — EXECUTION TOE GUARD (TG Model) SUGGESTED SPECIFICATION 3.01 INSTALLATION Lift shall be installed in accordance with manufacturer's instructions and as specified and approved by architect. Lift contractor shall provide and install all specified lift components. Landing gales and doors shall be Installed by others. Electrical piping and wiring by others. Final electrical connections and lift adjustments by lift contrac- tor. Lifts subject to local, city and state codes and inspection alter Installation. Intent of specification is to broadly outline equipment required but not cover details of design and construction. 7141 Mir/.7 a .111iftC f�:Ati• ' cx r.Sn 11%11 l'* 0;? Codes: All designs, clearances, workmanship and material, unless specifically excepted, shall be In accordance with all codes having legal jurisdiction. Lift shall be In compliance with all applicable Inspec- tion requirements. Determination of and adherence to these regula- tions is the responsibility of the lift contractor. � Maintenance: Lift must be maintained In accordance with manufacturer's instructions. Warranty: Basic components carry a one year limited warranty. Drive train carries a two year limited warranty. ACCESS ELEVATOR INC, 29843 E4TH PL. S. FEDERAL WAY, WA 98003 1206) 946.3781 SEAM-5113E (206) 623-0734 INDUSTRIES, INC. ACCESSIBILITY PRODUCTS 4001 East 138th Street Grandview, MO 64030-2840 Phone: 816.763 -3100 Fax: 816-763-4467 Toll Free: 800- 925.3100 City of Tukwila Fire Department Review Control #B96 -0211 (511) Fire Department Thomas P. Keefe, Fire Chief Re: Bedroom Company - 349 Upland Drive Dear Sir: July 30, 1996 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 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, John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 City of Tukwila Page number 2 Fire Department Thomas P. Keefe, Fire Chief Maintain fire extinguisher coverage throughout. 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space 4'. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) 5. Maintain 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- 4.1.3.2.1) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 Page number 3 City of Tukwila Fire Department 6. 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.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 7. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 8. When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. 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) 9. 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575 -4439 • Page number 4 Yours truly, cc: TFD file ncd City of Tukwila Fire Department The Tukwila Fire Prevention Bureau This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 iSL:tix. :ta July 17, 1996 Mr. Duane Griffin Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila WA 98188 RE: Bedroom Company, LPN # NW 96022 Tenant Improvement at 349 Upland Drive, distribution facility Tukwila, WA Dear Mr. Griffin: Please call if there are any problems we are not anticipating. Respectfully, Royce • . Berg RAB:scs cc: Jack Link, President, Triland / Boeing Oregon Mesabi Trust RECEIVED CITY OF TUKWILA JUL 1 8 1996 PERMIT CENTER Per review of past tenant improvement projects, there has been some concern with using lifts as a retrofit when reusing, or remodeling warehouse /office space. The last project was Design Imports India off 180th, where a lift, sign, and buzzer announcer were installed. The buzzer and sign (as finalized) at Design Imports India provide the accessibility for any possible visitors, and keys can be provided any tenant individuals who would use the lift on a routine basis. There is not adequate room at this facility, due to the trucking service, to install ramps without damage or loss of truck maneuvering , which would hinder the operation of the tenants in the building. The owner chooses to retrofit this new tenant office in an existing demised warehouse office space with a lift. We have included this lift in this permit package. ACCESS SYSTEMS PORCH-I.1 VERTICAL PLATFORY LIFT 5 Rdi1 kcl icv:thIc Sc)luti(ms For _Access Pr h1 ivi- :tncl AD.A 4 4rS. 4 44- rlI• .4.4 KV„, s i"..A,,"-;.„0 : • 4 ' •%,.• •.• 72 ';,•• •••• 6. • SCOPING TOE-GUARD ACTION. The innovative Porch -Lift Toe -Guard design is another industry first. Just what you expect from American Stair - Glide. As the lift ascends, walls telescope upward from the stationary sides, shielding the underside of the platform. In areas of the country where codes require this design, the PL -TG is the easy solution to accessibility problems. • As the PL -TG rises, the telescoping Toe -Guard design completely encloses the platform and mechanism. Platform gate, upper and lower landing gates are standard equipment. • The PL -TG is available in three models with lifts of 48, 50 and 84 inches. • The PL -TG installs easily indoors or outdoors and requires virtually no maintenance. //\ 1442WAME Buyline 3537 THE AFFORDABLE LIFT LN A MODULAR FULLY ENCLOSED HOIST\XAY. The PAL (Platform Accessibility Lift) is designed and built to conform with stringent ANSI A17.1 guidelines making it the strongest, most durable, hoisrn•ay enclosed vertical platform lift available today. Underwriter's Laboratories, which now tests to ANSI A17.1 standards for all vertical lifts. has listed the PAL, giving its design and performance the hard - earned UL approval. All metal parts are epoxy powder coated and commercial grade door hardware makes the unit ideal for indoor or outdoor applications in all kinds of weather. The attractive hoistway frame is made of aircraft quality aluminum alloy for strength and durability. It's built to last. • The large, 36" x 60" platform with easily oper- ated controls has room to maneuver wheelchairs of all sizes and space for three standing passengers. • Shatter -proof bronze plexiglas side panels improve the view while letting light in for a brighter, more pleasant interior. • Louvered panels for flow - through ventilation improve passenger comfort and alleviate heat build -up. Available with dome and full height door or gate at top landing. 7 /AME 3 3537 .tom; igned 7 .1 )le, tble tests listed I and • unit kinds ade h and jper- lairs ngers. prove More ion ild -up. tte at 7 8 VERTICAL PLATFORM LIFT SPECIFICATIONS PART 1 - GENERAL 1.01 DESCRIPTION OF PRODUCT: The product described herein, manufactured by AMERICAN STAIR - GLIDE, Grandview, MO, is a precision vertical platform lifting device consisting of a machine tower with lifting platform, selected and dimensioned to provide adequate lifting height to suit the individual building requirement. The lift can be used Indoors and out to vertically transport a wheelchair user or otherwise mobility - impaired person, up and over a low -rise barrier created by stairs, thus creating access to or within the building. 1.02 QUALITY ASSURANCE Manufacturer: A company with not less than fifteen (15) years of experience in the design, fabrication and installation of specialized lifting equipment for handicapped and geriatric consumers should supply the lift. Technical Services: Manufacturer and authorized dealer (where applicable) should maintain a team of design personnel to work with architects, engineers and contractors to adapt the vertical platform lift product to the design and structural requirements of the building or site. Performance Requirements: The unit shall be assembled and prewired (less optional equipment and necessary gates) and manufactured with adequate lifting and load capacity for the application described elsewhere in this specification. The unit shall be easy to operate by the user or attendent, and be capable of functioning in all weather conditions. Unit shall have the capacity to lift up to 500 lbs. (with a 750 lb. option) to the desired lifting height up to a maximum lift height of twelve (12) feet. Composition and Materials: Machine tower: 16 gauge steel sheet. Base frame: 2" square x '/4" structural steel tubing. Lift weldment: /e" hot rolled steel plate and 2" square x' /." wall structure steel tubing. Tower Cap: 7 gauge hot roiled p & o steel plate. Side Guard Panels: 22 gauge, steel sheet panel in 1 "square x 14 gauge steel tubing (frame). Front panel: 18 gauge steel sheet. Platform: 11 gauge galvanized steel plate with slip resistant surface. Access Ramp: 11 gauge galvanized steel plate with slip resistant surface. All welded parts: shall be made by welders certified in accordance with the requirements of AWS D1.1. Finish: Because of indoor and outdoor applications, unit shall utilize the following finish process: 1. Alkaline detergent wash 2. Clear water rinse 3. Iron phosphate coating 4. Clear water rinse 5. Non - Chromate final rinse 6. Application of baked on Polyester (TGIC) Thermostatic Powder Coating Finish. Limitations: Vertical platform lift shall operate both indoors and out, and must be anchored on a level, 4" thick, 3500 psi reinforced concrete surface or pad. PART 2 • PRODUCT 2.01 OPERATION OF PRODUCT: Operating Specifications: The unit shall be manufactured by AMERICAN STAIR - GLIDE, Grandview, MO, and have the following characteristics: 1. Capacity: 500 lbs. (with optional 750 lb. capacity) 2. Speed: 10 fpm (approx.) 3. Drive System: Motor- ' /3hp., TEFC 1725 rpm, 120 vac, 50 hz, 7 amp single -phase Instant reversing. Ball bearing drive nut and screw, 3- groove pulleys with matched multi V -belts and a broken belt monitoring system. '/s hp on 750 lb. cap. 4. Brake: An electro - mechanical brake located at the top of the drive screw, that is applied automatically by a restrained compression spring and released electrically when unit is operating. 5. Static Load Test: All load ratings and safety factors shall meet or exceed those specified in ANSI A17.1, Part XX Section 2000 and Part XXI Section 2100 and must be certified by a professional engineer. Safety Devices: The unit shall have the following safety features for protection of users and the general public: 1. Upper and lower limit switches 2. Final limit switch 3. Electro- mechanical brake 4. 24 VAC controls 5. Grounded electrical system 6. Ball screw safety device 7. Automatic access ramp 8. 42" guard rails on non enter and exit sides of platform 9. Non -slip platform and access ramp surface 10. Key -lock controls which meet the requirements of A17.1, Part XX Section 2000 11. Emergency stop switches on all controls 12. Platform safety pan to stop descent of platform if obstruction is encountered (units w/o enclosure or toe guard) 13. Locking top and bottom landing gates (or doors) provided with combination mechanical lock and electrical contact meeting ANSI Al 7.1, Part XX Section 2000 (private and public applications may vary -• consult local code) Applicable Standards: Unit shall be designed and manufactured in accordance with the following standards: 1. American National Standards Institute (ANSI) A 17.1, Parts 2000 and 2100 for vertical platform lifts in private and public places. 2. Underwriter's Laboratories (UL) 3. Canadian Standards Association (CSA) 4. National Building Code (BOCA) 5. National Electric Code (NEC) 6. American Society for Testing Materials (ASTM) 7. American Welding Society (AWS) 2.02 ELECTRICAL SYSTEMS: Wiring: Unit shall be pre -wired by manufacturer with exterior grade thermo - plastic coated wiring. Installation contractor should run the wiring through conduit to main power source shown on drawing in accordance with local building and/or National Electric Code. PART 3 - EXECUTION 3.01 INSTALLATION: Furnish and install a vertical platform lift in accordance with these specifications, drawings and as approved by the Architect. Vertical platform lift shall be PORCH-LIFT Model . as manufactured by AMERICAN STAIR - GLIDE. Vertical platform lifts to be manufacturer's standard finish. Also to be Included are the following equipment options' The contractor shall do all work and supply all material necessary for the complete installation. It is the intent of this specification to outline broadly the equipment required but not to cover the details of design and construction. Codes: All designs, clearances, construction, workmanship and materials, and unless specifically excepted, shall be in accordance with the requirements of all codes having legal jurisdiction.' Maintenance: Maintenance of the vertical platform lift unit shall consist of regular cleaning of the unit, protection of the painted surface of the unit and light lubrication as specified by the manufacturer. Warranty: Unit shall have a one (1) year limited warranty on the basic unit and electrical system with a two (2) year warranty on drive train components. Note: This specification has been written to assist you or your customer In preparing an accurate and detailed description for specifying a vertical platform lift. All or part of this specification may be reproduced. Additional technical Information is available from our Product Engineering Department. h MODEL GROUP #1 tI(.NII (1111YIPt I (h LIFTING HEIGHT PL -LD 48A 48" PL -LD48B 48" PL -LD 72B 72" MODEL GROUP #2 ST ANDARD LIFTING HEIGHT PL -S 50 50" PL -S 72 72" PL -S 96 96" PL -S 120 120" PL -S 144 144" MODEL GROUP #3 ATTENDANT OPERATFD(Pt AO) LIFTING HEIGHT PL -AO 50 50" PL -A072 72" PL -AO 96 96" PL-AO 120 120" PL -AO 144 144" MODEL GROUP #4 TOE GUARD IPl TG) LIFTING HEIGHT PL -TG 48 48" PL -TG 50 50" PL -TG 84 84" MODEL GROUP #5 PI ATFORM ACCESSIBILITY LIFT LIFTING HEIGHT PAL 50 50" PAL 72 72" PAL96 96" PAL 120 120" PAL 144 144" NOTE: Refer to optional equipment list to select gate or door for top landing. VERTICAL PLATFORM will provide access to and from the unit at the top landing by spanning the steps. The 36" wide bridge is equipped with 42" high side guard rails. • "CALL- SEND" CONTROLS: if more than one person will be using the lift, the key activated "Call -Send" controls for the top and bottom landings should be ordered. The unit platform can then be called or sent from either level. * • EMERGENCY STOP BUTTON: by depressing the button on the control switch you stop movement of the platform. • EMERGENCY STOP and SIGNALING DEVICE: an audible signal is sounded when the emergency stop button is pressed. • REMOVABLE BASE: for installations where the assembled unit's size would prohibit getting it through a doorway or past some other obstacle, the base and weldment tubes are removable. * • LOCKING GATES: for the top landing, at the end of the Over- the -Step bridge, or on the platform. Gates are 42" high by 37% wide. Gates are self closing and are equipped with a mechanical lock'electrical contact which prevents operation of the lift until the gates are closed and locked. STANDARD AND OPTIONAL EQUIPMENT 0-OPTIONAL S•STANDARD N -NOT AVAILABLE 'Call-Send' Control Switch (Key Activated) 'Cal -Send Control Switches with Emergency Stop (Key Atttated) Platform Control Switch (Key Activated) Emergency Stop on Platform Control Switch Emergency Stop and Signaling Device on Platform Control Switch Emergency Stop and Signaling Device on Platform and 'Call -Send' Control Switches 42' Top Landing Gate 42' Top Landing Gate w'Clear Plexiglas' Insert 42' Platform Gate 42' Platform Gate w'Clear Plexiglas Insert Lower Landing Gate 6'8" Door for Bottom Landing 6'8' Door for Top Landing 6'8' Door and Frame w'Strike 750 lb. Capacity Fascia Panel Grab Rail Removable Base 90' Platform 90' Platform with Standard Platform Gate Special Color Finish 'Over - The -Step' Bridge Fixed Access Ramp Automatic Access Ramp & Guard Rail (48' platform only) Manual Lowering Device Platform Safety Pan 4Y Platform Guard Rails 42 Platform Front Guard Rail wiCleer Plexiglas Insert Control Switches for 3 Lending Stops 3 Stop Landing Package for PAL Wiring and Electric Door Lock Plexiglas Dome 12 sq. ft. Non -Skid Platform Surface 15 sq. ft. Non -Skid Platform Surface Low Voltage Controls (24V) Electro- Mechanical Brake Acme Screw Drive Ball Screw Drive Instant Reversing Motor Desert Sand Color Epoxy Powaer Coat Finish 3 V -Belt Drive System with Monitoring Device MODELS PL4d 0 0 S O 0 O 0 O 0 N N N O N 0 0 N S S O 0 O S O/S S S O O N O N S N S N/S S S S N PLa O 0 S O 0 0 0 0 0 0 N N O O 0 0 0 0 0 0 0 0 S S S S 0 0 N O N S 0 S S N S S S S PL-so S S N S 0 N S 0 S O N N N 0 0 S S O O O 0 0 O S S S S O N N O N S O S S N S S S S P4T0 0 0 S S 0 0 S S 0 S N N 0 S S N 0 O S N S N S 0 N N 0 N O a S S N S S S S PM, 0 0 S S 0 0 0 0 N N N S O N S N S O C"" N 0 S N S N S 0 N O S 0 N S S S N S S S S Not available on TG -48 -- Optional on TG -50 & TG -84 ▪ 12 sq. h. standard on TG-48 — 15 sq. ft. standard on TG-50 & TG-84. • Consult Factory OPTIONAL EQUIPMENT GLOSSARY • OVER - THE -STEP BRIDGE: if the PORCH -LIFT unit is placed • SPECIAL COLOR PAINT: "Desert Sand" is standard color directly at the base of the stairway, this custom -made bridge but special colors can be ordered. * • WIRING and ELECTRICAL DOOR LOCKS: if a full size door is desired instead of a gate, the unit can be wired to accept an electrical door lock mounted In the door, * • GRAB RAIL: a grab rail mounted on the inside of the guard panel can be provided at a height of 36" on all models. • NINETY DEGREE PLATFORM: if your installation site requires getting onto the platform from one direction and off at a 90° angle, it can be accomplished by ordering the unit with a 90° platform. • CONTROL SWITCHES for LANDING STOPS: when a PL -S Model unit Is used to make a third landing stop, a special platform control switch panel is used to operate the unit and "Call- Send" controls are provided at each stop. * e FASCIA: a smooth fascia panel can be ordered to the exact lifting height of the unit to provide a smooth surface at the wall side of the platform as the unit moves up and down, * Necessary options for U.L. listing. 9 8):822. 6698; _ -.,.- :.CONC. PANELS "- ::.TYPICAL SIM. � t H.C. LIFT . PORCH LIFT PL —TG :VERIFY DIM. INSTALL SIGN ON LIFT DOOR "PRESS BUTTON FOR ASSITANCE WITH LIFT" DOOR BUZZER 5 1/2' ENTRY STAIR PLAN REVEAL TYP. 4- R N t FIN. FLR. 000 NOTE :, INSTALL SIGN . & DOOR BUZZER .. TO RING IN RECEPTION AREA, TO ASSIT PERSONS WITHOUT KEY FOR LIFT ENTRY STAIR ELEV. c4 C W ^P) OPP. HAND 5 1/2" OPP. HAND 1/4" 1 511 T 3 _J X4 0014 EXISTING EXISTING EXIT STAIR D.S. 2 EXIT EXISTING TENENT DEMISING WALL Z .— FULL HT. • • EXISTING WAREHOUSE SEMI - HEATED SPACE ■ • 10111111 IMMO ■G LANDSCAPE )S BEDROOM COMPANY INC. ± 12,325 S.F. J ■ �--- EXISTING 10" COLUMNS TYP. EXISTING 4'x 8' • SMOKE VENT TYP. L. J SEE ENLARGED FLOOR PLAN EXISTING D.S. PRE -CAST STAIR & DOCK HIGH LANDING W/ HC LIFT AREA PER ADA CODE REQ. SEE SHEET T -3 SIGN W/ INTER. SYMBOL OF ACCESS of SEE DETAIL 12/T -1 0 N INTERNATIONAL SYMBOL OF ACCESS PAINTED ON PAVEMENT EXISTING TENENT DEMISING WALL FULL HT. 2'x 4' GRID TROFFER 3 -TUBE FLUORESCENT FIXTURE rn-ous fLI. '?LAN I � 4i, 1 / T 2 r L r L ADD 2 NEW PARKING SPACE 4" PAINTED PARKING STRIP TYP. SEE NOTE Al 102 r 3' -1 112' NIN GATE / SWING r PLATFORM GATE LOVER LANDING GATE 6 5/2' — f' 1 -\ ) TOP M LANDING \ • GATE SEE \ I NOTE 07 2'-5 1/2. 7 I C O NOTE A:D PLAN VIEW • 1I PROVIDE A 3' -9 5/16' 1 VIDE EPENING FOR A 3• -9' VIDE GATE FRAME. C PLATFORM 2 SE. FT. V/t.GN SKID SLiSACE GRA ER AIL � -J- ' CI. -- IrI Mi! LOVER • LADING I Mo t r r 3 9' REF. 4' 3 3/2' F ' 4' -6' MIN. '!-- CLEAR FINISHED PIT —' A41 r(B) VRES '9Y OTHERS' J SEE NOTE Si 155 CFYP7 � T 1A 4' -9 1/4' REF. 3' -1 1/2' MIN. GATE SVIIG 1/2' REF. 1 1/2' 1 1 1/2' 4' CLEARANCE FII2 ASS"! OF TOE-GUARD 4' -D' MD•t CLEAR 4, - LD 3 /A' d• -D' KIN CLEAR 4' - 1? KM, _' MAX. CLEAR FINESSED PIT 5' -0' MAX. CLEAR FINISHED PIT 7. -7 1/ 4. REF. REF. PIT LETAIL 4 -6' MIN. .....] I CLEAR FINISHED PIT CEILING KEYED PADDLE CALL /SEND CIT7TRCLS LOCATED WITHIN GATE FRAME CTYP.) SEE NOTE 3I 153 3' PIT '9Y OTHERS' ggore: U NcL -pt �i C'{l,f� ADD 3" 1414if VIEW A —A $AMP t3YAcaros' NOTE PITTED UNITS ARE NOT RECOMMENDED FOR OUTDOOR USE. SEE NOTE AA 3 -6 1/2' REF. C t 6' -O' MAX. LIFTING HEIGHT 6' -9 MIN. CLEAR SEE NOTE $8 SEE NOTE 56 TYPICAL DRAWING. DO NOT USE FOR CONSTRUCTION. DIMENSIONS MAY CHANGE WITHOUT NOTICE. REV TDE -a_Mp c*o n rte` atrTISr. AMC ✓e C CCTTD6 TO CATR C&LMAZI =WELT. SSSC2. A r€ MMIpMTE iaanc TO IC 3414 AD IT =KM. 10 J-• DI vLTA aft IbO S55W1C =Cut. ALL 17=TI:ILS IT 311QS smviee 3=0.417 NUM 9 ML LitfM IV Si' . oar 1135 um. TR in rem mama AT CMIMI MIL C PIT 1e1 t tart LEVEL AM3 DCITL PIT 'IT OTKIT. 53 RTO CALL/SOO COMMIS V IAI •AI.0.0 LGATE3 '61140 GATE MACS at v9Dc IT OMc31 W MO TU VIM 1 T rA$CA MIST IC KVEM ICLM TO TIC RUM VG =MR VIM. vA11i rASIA IT K 7) *3. GATE *07 X MLIGR] VITM TIC 101712.0[ O< TIC RLTr554 Co ••••• emAT OINi 1K PV 17M+ •3 TM( LMMST Iv0.43 cseMucTIM mom TA/ 01T= =M CC TRA.CL. » AMn A1.TEIAT96 TO TK in ICI VITWI1 TIC ', TTTO. AVTI.a'SAT3M 0 =MUMS vii YtQi MI13 43. vAIA 10 2 ' 717 1100701 13TH =CS IT GATE Maw IT N' Arm 71/2123 T OTKK. IG• ---- - - - --• 0.F:TE «AL 10310€ t0€. ACCESS EVATOR INC. FEDERAL WAY. WA 96003 06� 3781 �vES1OE (06) 623473• 121=71G7L'fa MC> .. V11. 7=75 0303. 2 TLATT*M SSQ. 15 4W VAC .• M LA• IIV. 2 f<TV MET. M713 7>0 u1. 02 SI M Mv0. M' 00 . 1. 121:14 APPICEMTELT E01 La IYT vows A/AtY. u1 WC 1. 4 N M?. RICA 00C MM. RC5 .A7D€ MILL SaLV IL=31 v1710 MUSIC SCIEV 1CT311. VI OP. 17M F 03 VCLT - 317217 IEVEISE 000€, rAt -S4rc 370E IAM6 - 14 vLT MUM 307 CLCCT .... • - 1 .GA*0 CM MAMMA TT ITEM CLCICST.TICALLY 30/15713 01Md P/Tot anT. mow a TOLE COMM. vLTAG6 to MILT rQ 710103171 M CLMICILCA fa =ma 0071 - WV, C?C 0T1 - 1441 0€ mums - N.AWa1 carnets - GTE carioca M LIAR sorrow: - M om A1As 3017 2100. U3 .QT STAMM, CIIII ME0? 00111E I✓ nor M.4= a P177=3 APPI.LATIOD Laval l �5*71 VITM D1 30 - 73' 431 PLA71II1 OAR MR irtOa3a TCP LMMM4G GAME VIM ■T3*. MUMS ms I b 1 77 01 COIM ICA01111111 1.0€ 1133 M01 110aa IT IRMM O CLIC= IT 2TOL501 Mal Mp son vt 07131 ooTOCT staffs 037701 I1gpCT STOP slam ALY curios '*321 C:5110.1.54155 VIM/. GATE FMCS I IIMLIL 101120115 acvWE COnilin VL SPED LIOTO MAMBO W1 1rt M ATWTa1 Ar Lc v/IOM1 P5I11.4 501701 CO= SELCCi10 p T4/E C 3 SAME M0VM 1 a7 VPL SERIES 2000 Ut.Tosgaset.TaiGes.P1111eul L/ V .AA M.�MM__. 4=04 .� € ea ...EA 1 _ .! 1 - 6 0 � 1 C l — v P1 2'-5 SEE NOTE #10 SEE NOTE #1 b 3' -I 1./2' MIN. GATE SWING _I PLATFORM GATE LOWER LANDING GATE z U 2 PLAN VIEW E31bO3I Al PROVIDE A 3' -9 5/16' VIDE OPENING FOR A 3' -9' WIDE GATE FRAME. r TOP N. LANDING •, GATE SEE \ NOTE $7 \ .1.-- i PLATFORM 12 SO. FT. W /NON SKID SURFACE GRABRAIL� IY -- r t ' I I I LOWER LANDING 4' O'REF. 4 3 1/2' REF' 3 q• REF. - -- - - ---- L 4' -6' MIN. CLEAR FINISHED PIT —� A t+ CB) WIRES 'BY OTHERS' SEE NOTE a1 6 g3 (TYPO — 1/2' REF. ! 4' -8 3/4' REF. 3' -1 1/2' MIN. GATE SWING 1 1/2' REF. 1 1/2' 4 CLEARANCE FOR I ASS'Y OF TOE-GUARD 4' -0' MIN. CLEAR 4'-10 3/4' REF. 4' -D' MIN. CLEAR 4' -11' MIN, 5'-0' MAX. CLEAR FINISHED PIT MIN, 5' -0' MAX. CLEAR FINISHED PIT 7' -7 1/4' REF. 6' -3' REF. 3' PIT 'BY OTHERS' gate : U Moti - Pt r " , KEYED PADDLE CALL /SEND CONTROLS LOCATED WITHIN GATE FRAME CTYP.) SEE NOTE $1 I N5 ei "(1, AP() 3" 41611 -1- VIEW A -A 'MP " c3 u-& ", PIT DETAIL 4' -6' MIN. CLEAR FINISHED PIT CEILING SEE NOTE $4 3' -6 1 /B' REF. 6'-0' MAX. LIFTING HEIGHT 6•-B' MIN. CLEAR SEE KITE a8 SEE NOTE $6 NOTE' PITTED UNITS ARE NOT RECOMMENDED FOR OUTDOOR USE. TYPICAL DRAWING. DO NOT USE FOR CONSTRUCTION. DIMENSIONS MAY CHANGE WITHOUT NOTICE. RE REF. J S PIT DETAIL 3' PIT OTHERS' 4' -6' MIN. EAR FINISHED PIT KEYED PADDLE CALL /SEND CONTROLS LOCATED VITHIN GATE FRAME CTYP.) SEE NOTE #1 L 113 Ue NON - Fir ` 1 ADD 3" 1-�1 ff- VIEW A -A viP "13` t ircr " CEILING -_ -- `-- ^ - - - NOTE' PITTED UNITS ARE NOT RECOMMENDED FOR OUTDOOR USE. SEE NOTE N4 3' -6 1 /e• REF. 6' -0' MAX. LIFTING HEIGHT 6' —e MIN. CLEAR SEE ROTE #8 SEE NOTE N6 TYPICAL DRAWING. DO NOT USE FOR CONSTRUCTION. DIMENSIONS MAY CHANGE WITHOUT NOTICE. REV. B D FIELD ELECTRICAL VIRTNG AND CONNECTIONS TO GATES. CALL /SEND CONTROLS. INTERLOCKS AND MACHINE NOOSING TO IC INSTALLED BY OTHERS. Tot - CIJARD 1CTCS 2) ,J -CO), HIS VOLTS !04 61H2 SEPURAIC CIRCLET. ALL CLECTREALS lT OTHERS PROUDC DISCOACCT SVITtH. D) ILL LR]MTRC IT OTHERS. OCT LESS THw rlvt 031 TOOT CAKOLCS Al COWED IDXX 4) PIT MUST DE zoom LEVEL AND SMOOTH. PIT 'PT OTHERS'. 5) KEYED CALL /SEND CONTROLS WITH PAIDLG LOCATED WITHIN GATE FRAMES. ALL WIRING BY OTHERS. 6) SMOOTH SOLID FRONT FASCIA' NAT BE PERPENDICULAR TO THE rum AND SQUARE 14IN WALLS. FASCIA Or ACCESS. 7) ALL GATES MUST IC ALIGNED WITH TNC CENTERUNC OF THE PLATFORM 8) A MINIMUM OvEI)EAD CLEARANCE Or t FEET 8 NICHES SHALL At PROVIDED ACTVECN ANT POINT ON DC PLATFQM AND INC LOWEST OVERHEAD OBSTRUCTION DU•I■G TMC ENTIRE DtSTANCL or TRAVEL. 0) ANY ALTERATIONS TO THE CLSJIP)[NT WITHOUT THE WRITTEN AUTHORI2ATTow or ACCESS MOMS WILL VDII ALL WARRANTIES. IS) SMOOTH SR.ID IN OR10aS BOTH SIDES Cr GATE MOIIMUM or 42' HGH. SUPPLIED BV OTHERS. REF. --------- -- - - -• ELECTRICAL ROUTING LINES. STANDARD EOUIPNENT ENCLOSURE RAMP (RAMP )ELETED IN PITTED APPLCATIDNS) TOE -GUARD ENCLOSURE LOWER LANDING GATE WITH INTERLOCK - 75' HIGH PLATFORM GATE WITH INTERLOCK TOP LANDING GATE WITH INTER -07C OPTIONS YES NO ITEM VPL kV,' MEM CO,PAIKICATINO LOCK USED VMCN DCEPtI IT DTMCRS ELECTRIC STRIKE INTERLOCK USER WKM DOORS sr OTHERS EMERGENCY ALARR SWITCH EMERGENCY STOP SWITCH KEY CALL /SEND PADDLE = OREL LOCATED WITHIN GATE FRAMES RANLIA) LOWERING DEVICE CENTRWMAL SPEED LOOTER ALATFIRW O)AB RAIL ' KEY LOCK I. /DOWN PAROLE SWITCH COLOR SELECTION Q TALK p IABLE BROWN _ A:EL Di•AT SERIES 2 0 0 0 LH.. To. guard, Top G1t1, PI1 MEUTd VERTICAL PLATFORM LIFTS sit ACCIIIIRUICRKOLC11 A GCESS CO1 taw W INIPAIIIIJO .INC. LAC116743.4447 ACCESS ELEVATOR INC. 29843 .4TH PL. S. FEDERAL WAY. WA 96003 ``206) 946.3781 SENE -SIDE (206) 623.073' SPECIFICATIONS MODEL. VPL TG2072 STOPS 2 CNN SIC. 34 !/1Y WIDE • BA 1.4' )CV•. IC SO. rT NCT. RATED 770 LES. 112 F.P.I. TRAVEL 6' -P MAX. WEIGHT APPRORIMATELY 300 LOS. NCI POVCR SUPPLY. us vAC. S.0 4 40 N2 SINGED PHASE DRIVE. RECIRCULATING )TALL SCREW RESIGN WITH ROTATING SCREW MOTOR.1 /2 H.P. 1T50 RPM 115 ‘4 3.7 - INSTANT REVERSE BOARS: FAIL-SATE DISC BRAKE - 24 VE.T SPRING SET ELECTRICALLY RELEASED CAR PLATFORM. STEEL FINISH E1.ECTROITATICALL7 DEPOSITED ENA CL. IIROWN. GRAY. IVORY OR TAUPE CONTRO VOLTAGE 24 VOLT FROM TRANSFERNER I CONTROLLER FOR CONTROL CIRCUITS - SAFETY CIRCUITS - CALL /SEND STATIONS - PLATFORM CONTROLS - GATE CONTACTS AND SOLENOIDS LIMIT SWITCMCS - N[1RMrL N VOLT FINAL 115 VOLT 12•E 41 N. - . TYF'- '005 :tit.,114viAmlwaa u'iNg7,4tiA'rexami;a74141%-rstiMItit.sn.v.mirarzt5WAVUTttniT.)2P7470VMAillr.friAllsZVMMT-nW4V AUG-20796 TUE 08:39 AM DONOVAN BROTHERS FAX NO. 206 9J. 7994 P. 01 ..::*;:Z7.2:::■:: ....",:q.,` . ,..,....7....77..t.4:: ,. . , ......., " •%,....z.s.:17 Zz.:::::, '...1.1........:.-- :,.., .. ... .. ...., 1/ 11 • . • . • • E • • atc-tc,/ • • DEt-MRTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A STATE OF WASHINGTON ! F6.25-052-000 (3•921 • • . :P:W=ZUZMVe-• RECEIVED • CITY OF TUKWILA AUG 2 0 1996 PERMIT CENTER 2'x CEILING 4 BR e CE 25 -2 4' ACOUSTICAL TILE (ACT) JOIST THREAD WIRE SUSP. ATTACHMENT CLG. WIR 12 GA. RE SEISMIC B PER U ANDARD hikiliAN 'Fr PLAN NER 2'" NP. , DONN SEISMIC All of Lot 6 of the plat of Uplands s Tukwila Industrial Park as recorded in volume 104 of Plats, pages 8, 9 and 10, records of King County, Washington, TOGETHER WITH that portion of lots 9 and 8 of said plat of Upland's Tukwila Industrial Park described as follows: P Beginning at the north " W alot line of Thence S 01' 49' 28W corner of alo ng the eos t h o lot 9; said lot 9, and the southerly extension " erof, a distance t line of feet of the south line of said lot 9; Thence N 87' 55' 02" W along said south line a distance of 107.96 feet; Thence along a curve to the right hoeing a radius of 20.00 feet, an arc distance of 12.25 feet throng': o central angle of 35' 05' 50" to a point of reverse curve on the south boundary of said lot 9; Thence along a curve to the left having a radius of 35.00 feet, an arc distance of 48.67 feet through a central angle of 79' 40' 04 "; Thence N 42' 29' 16 "" W a distance of 68.84 feet to 0 point on the P southerly extension of the west line of said lot 9; Thence N Si' ' 12' 25" E along said southerly extension and along said west line of lot 9 a distance of 327.44 feet to the north line of said lot 9; Thence s 8T 55" 04 "' E alon said north line a distance 9 of 215.76 feet to the point of beginning. A.C.T. ACOUSTICAL CEILING TILE INSUL. INSULATE (INSULATION) A.F.F. ABOVE FINISHED FLOOR INT. INTERIOR ALUM. ALUMINUM ASPS. ASPHALT JT. JOINT ANOD. ANODIZED JUT. JOIST 8M. BEAM BD. BOARD LAO. LAVATORY BLDG. BUILDING MFR. MANUFACTURER BLK'G. BLOCKING MATL. MATERIAL GLG. CEIUNG MAX. MAXIMUM IL CENTER LINE MECH. MECHANICAL COL. COLUMN MTL. METAL CONC. CONCRETE MIN. MINIMUM CONDO. CONSTRUCTION MIX. MIXTURE CONT. CONTINUOUS CLSR. CLOSER N.T.g. NOT TO SCALE N0.( #) NUMBER D /F. DRINKING FOUNTAIN N.I.C. NOT IN CONTRACT Oft. DETAIL OFF. OFFICE DIA.(0) DIAMETER O.C. ON CENTER DIM. DIMENSION O.F.L. OVERFLOW LEADER D.S. DOWNSPOUT O.P. OPERABLE DR. DOOR OPNG. OPENING DWG. DRAWING E.F. EXHAUST FAN PM_ PANEL E.LES. EXT. INSUL. FINISH SYSTEM PON. PARTITION ELEC. ELECTRICAL R PLATE ELEV. ELEVATION PLLAM. PLASTIC LAMINATE END. ENGINEER PLYWD. PLYWOOD ES. EQUAL P.L. PROPERTY LINE EQUIP. EQUIPMENT P &P PATCH AND PAINT EXIST EXISTING EXP. EXPANSION R.L. RAIN LEADER EXT. EXTERIOR R.B. RUBBER BASE E.W.C. ELECTRIC WATER COOLER REC. RECEPTION IK:ECP. RECEPTACLE F.E. FIRE EXTINGUISHER REINF. REINFORCING F.E.C. FIRE EXTINGUISHER CABINET R.D. ROOF GRAIN FAC.FIN. FACTORY FINISH RM. ROOM F.D. FLOOR DRAIN REFL. REFLECTED F.D.C. T FIE DEPT. CONNECTION E� N. N. ME 5 G ECI FLOOR SPEC. SPECIFICATION F.H. FIRE HYDRANT STD. STANDARD FIN. FINISH STL STEEL FLR. FLOORNG STRUCT. STRUCTURAL FDG. FOOTING S &V. STAIN AND VARNISH FDN. FOUNDATION TELE. TELEPHONE F.O.C. FACE OF CONCRETE TEMP. TEMPERED F.O.F. FACE OF FRAMING T. TOILET T.O.P. TOP OF PARAPET GA. GAUGE TYP. TYPICAL GALV. GALVANIZED - T.I. TENANT IMPROVEMENT T.W.C. TACKABLE WALL COVERING G.L.B. GLU- LAMINATED BEAM GYP. GYPSUM U.O.N. UNLESS OTHERWISE NOTED G.W.B. GYPSUM WALL BOARD V.C.T. VINYL COMPOSITION TILE G.F.I.C. GROUND FAULT INTERUPT CIRCUIT V.W.C. VINYL WALL COVERING H.P. HIGH POINT VENT. VENTILATE H.P.S. HIGH PRESSURE SODIUM VERT. VERTICAL HDWR. HARDWARE W.0 WATER CLOSE HGT. HEIGHT COVERING T ER HRP HANDICAP W. W.H. H. WA WALE HEATER HORIZ. HORIZONTAL W.R. WATER RESISTA H.B. HOSE BIBB I E Existing 2' X 4' Light Fixture Section or Detail Numbers /I Detail - Section or Target C>.<1 Proposed 2' x 4' Light Fixture Drawing where Section or Detail �. Is Drawn ` Night Light E // UnixY rY -c Parti al or Full Section Existing 2' x 2' Light .Fixture Wall Sections Proposed 2' x 2' Light Fixture Exisfin � 9 Fixture to be Relocated a ®© Inferior Finished Woll Elevations © Recessed Downligh+ O Ratite Number IS] Ceiling Diffuser 9 O Door Number -.111111111111.4. VERTICAL STRUT STUDS OR EQUAL �� Ceiling Return - -- Grid fines - Column • f STRUCTURAL FRAMING ACT 2 x 4 ..:. NOTE: .. _......_.... �. 4' -0'" I,� "........... r.. .. MIN. Z Exhaust Register I 101 I Room Number • Sprinkler = Duplex Outlet of 15" PO Fourplex Outlet at 15" // C Fire Ezttnaaulsher ENTIRE ACT SHALL BE INSTALLED PER UBC SECTION p gee ] peCIfICanons ] Exstinq Wall to be Removed STD. 47.18 Sc UBC CHAPT. 47. SEISMIC BRACING @ACT 1/2" 11 LEGAL g New Tenant Wall k Dedicated Duplex Outlet at 15' I I 3 1/2" metal studs 25 ga. at 2' -0" o,c. Dedicated Fourplex Outlet at 15" w/ 5/8" GWB each side up to ceiling Extend to roof deck where naffed on dwgs. U.N.O, la Floor Mounted Outlet ® Stud Drywall w/ Sound a Insul tlon PREFINISHED HANDICAP SIGN PER RCW 70.92.120 1 `, III: . at 42 3 1 2 me aI studs 25 a. at 2' -0 o.c. IR:t Duplex Outlet at 42" S/B Type ( X" GWB each side thru ceiling. N•O• < Telephone at 15" One }spur Rated Wall /Tenant Demising Wall rn CL SIGN Nssum ii I! SEISM PER STAN C BR ' B.C. . RD 2. r OUST! ' (LING 'x 4' - 2 1/2" DIAMETER UPRIGHT STEEL 3 1 metal Owls 25 ga, at, 2' -0 o.c. ® Floor Mounted Telephone. w/ 5/8" type x GWB each side with Raft Insulation up to structural framing. U.N.O. Mud Ring and Pull Wire CD 9 Existtna wall PIPE, IN CONCRETE. SEAL EXPOSED END OF PIPE, PAINT PER SPEC. ASPHALT I . w- Light Toggle Switch at 42" -A 3 -Way L Toggle Switch E Ezistin fo Remain 9 Typical Spacing for Wall Outlets ;o III • LN7 Exit Sign WALL Ili �I' 1111=111 - 1111 - III= VIII - III -Ili - 1111 - 1111 = 1111=1111 °1111 °1111 = 1111 °1111 =1111 = 1111 = - 111 . 1111. - 1111 = 1111 = 1111 II E-1111 = 6 -O IX. , 12' -0" MAX. Ira 8" CONCRETE FOOTING HANDICAP SIGN 1/2" 12 SEISMIC BRACING @ ACT 1/4" 9 SYMBOLS 4 ABBREVIATIONS 540' ± 82' 1. All materials and workmanship shall conform to ADA, the 1994 Uniform Building, Mechanical, and Electrical Codes and Local Codes or most recently adopted edition or adopted Amendments to the Washington State Energy Code. 2. Typical details shall apply where no specific details are given. 3. The Contractons prioor t sh o all constructi verify all on. dimensions, elevations, and 4. All dimensions are to fake precedence over scale shown on . plans, elevations, sections, and details. 5. All exit doors to be operable from inside building without keys or P 9 y special knowledge. 6. Owner and Contractor to determine extent of tenant improvement work as related to shell construction where not specifically defined on the drawings 7. Walls are to be firestopped per UBC Section 708. 8. Fire Extinguishers shall be provided per NFPA #1D. Hose stations to be located per local agency requirements. Provide (1) 2A -10BC fire extinguisher per 3,000 s.f. or 75' travel distance. 9. All Interior wall covering materials shall re sult fire resistive or shall be ting resistive, to general result in a flame spread ra Class II for rating of at lost Class III for geeral areas, Cla exliways, and Class for enclosed vertical exitways. Deliver certificate to the local fire department. treated to be fire resis openings to be fire 10. All infe walls attached to suspended ceiling stopped walls fen 709g6 11. Penetrations In walls requiring protected openi pP P 12. Penetrations in floors and ceilings requiring rotected openings are to be fires+opped per UBC Section'710. 1. 13. Wood used in permanent partitions of noncombustible construction shall have fire retardant treatment per UBC Table 6 -A, note #2. 14. All equals to be submitted to architect for review to constqucfion. prior 15. Bid design work to be reviewed by architect prior to construction. 16. Exit corridors to be maintained during construction of each phase. 17. Install sprinklers according to drawings approved by Local Fire Marshal. 18. Exits shall be Illuminated any time the building is occupied with light shall Intensity to not less than 1 f illing is at floor 9 having y level. Fixtures required for exit illumination shall be supplied from separate sources of power and be provided with an emergency system. UBC sec. 1012.2 Emergency systems shall be supplied from storage batteries or an on site generator. UBC Sec. 1013. 19. Electric resistance heat is not allowed. CODE REFERENCE 1994 UBC LOCATION TUKWILA, WASHINGTON LAND USE ZONE TUC (OLD)C -M CONSTRUCTION TYPE 6 -N SPRINKLER OCCUPANCY GROUP B - OFFICE S - WAREHOUSE G ROSS B G. AREA • 86,555 S.F. BL ,DG. TENANT LEASE AREA • 12,325 3. F. AREA OF TENANT WAREHOUSE • 11,490 3. F. (NO IMPROVEMENT WORK) AREA OF TENANT IMPROVEMENT _ 788 S.F. NO. OF OCCUPANTS WAREHOUSE - t 11,490 S.F. /600 • 23 OCC. OFFICE - t 788 S.F. /100 8 OCC. RESTR t 69 3. F. TENANT BEDROOM COMPANY INC. OWNER BOEING OREGON MESABI TRUST 1325 4TH AVE., SUITE 1940 SEATTLE, WASHINGTON 98101 -2510 (206) 624 -4494 ARCHITECT LPN ARCHITECTS AND PLANNERS 'I ,. _ L : ., _ - • - I 1201 4TH AVE. S. #102 SEATTLE, WASHINGTON 98134 (206) 583 -8030 STRUCTURAL ENGINEERS NORTHWEST NI MIMNNNMIiIINNIMINIM 7S �I•, 3' F. L 31NINMIIINININNNNINIINNNIINNMNINNININIINIMNMIrMIMNNN • EXISTING WAREHOUSE j AREA OF T.T. WORK "® -� W o G g ENGINEERS 6869 WOODLAWN AVE, N.E. - # 205 SEATTLE, WASHINGTON 98115 (206) 525 -7560 CONTRACTOR DONOVAN BROTHERS 1801 W. VALLEY HWY. Na #161 A UBURN, WASHINGTON 98134 ,, MECHANICAL BID DESIGN f - - C ) �, Il ` / � I I i _ l Q n ( I _ III Q _ _ / L _ 31 TOTAL CO DE DA 5 CONSULTANTS 2 . ; � i Ng, DESCRIPTION - - - - -_ - - EXISTING WAREHOUSE ' " - - - _ -_ - ' i-"l s r Y N r�_ �/t Y 1 o w 4'dd 1 �� O }��� i `' � ►tea s �NI iLZte�7AI'A(:CGIt �� ass ' � �� �? , . t � � • -_ __„y. = m ® c - C I--F "p 7c '� �, ® _ 1� C T 1 PROJECT DATA, SITE PLAN & DETAILS T 2 BUILDI FLOOR PLAN ENLARGED PLANS DETAILS ----1-------op Z -/- 1?,c1b IIIIINNIIIIIMPI .,,,,..,, Nww "Warxalw�•lNMMN NNNINNNN IUI 111MNNM1 o _ � SEPARATE SEPAR R ❑ ❑ clTV PERMIT FOR: MECHANIC ELECTRICAL LUMBING PIPING 0 s wN NORTH A ND en PARK WA - ;' .. T e � .i ce I�a7 _ T` " ; r �` --„ T 3 DET AILS \ ! teen iheto n „ore co o. aor s cogv I f \ \ V,v Q W ie PCf m,l Na G p vats a`o da th I°i of or coy ce o a o ° veav la n, 0 ∎ ' �I t/I'N (,( ` 4 ie u cl e" i, �' ^ 0 1� �], • t 1996 ~ PE RMIT CENTER �L- 1 x - 1 . �- I •* - Ia s... ,,,,,,,,, " r• ` ' SITE PLAN 10 GENERAL NOTES 7 VICINITY MAP 6 SHEET INDEX 3 I 1 z z w I"- HECK fc BLDG. PERMIT SUBM z O I- > z a CM Z 3 C,?aJ 1.11 CC sr Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE PROJECT DATA SITE PLAN DETAILS OIlV OF - mop A plRO NEO 400 2 0 1990 n11ILDIN0 DIVISION File:95022 /BC T1 1 /e' NINIMENIMIEI I JOB NO.: 96022 SHEET NO OF: DATE 07/09/96 DRAWN: RAJ C 'Q® /- - _11 07/16/96 T -1 H Z C) z Q I- a W C! > co cm l UJ CC "et CL I— Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE BLDG. PERMIT SUBM. 07 /16/96 REV. PER TENANT 07/25/9 FLOOR PLAN, DETAILS G P P F R lt NMO 'pV99E File:95022 /BC -T2R1 , /r6" JOB NO 95022 SHEET NO OF. DATE: 07/09/98 DRAWN: RAJ T -2 CHECK MPROVEMENT FOR: TOOEN Companw -_nco ® EXISTING F.H. 0 ®. 700' -0" 0 10 11 a 3/4" \ " \ c ° d / /// EXISTING /EXISTING / EXIT STAIR / D.S. \ $ --] _J • L EXISTING TENENT EXIT DEMISING WALL FULL HT. /—EXISTING TENENT r - / DEMISING WALL __I J FULL HT. "� EXISTING 10" COLUMNS TYP. BEDROOM COMPANY INC. ± 12,325 S.F. EXISTING WAREHOUSE - - —J .J • OCCUPIED WAREHOUSE B O ,, ° ZI . 5 2' TYP. ° CONC. REVEAL 3" 4 -_ OCCUPIED WAREHOUSE SEMI - HEATED SPACE • EXISTING VENT T 8' " SMMOKE E VENT TYP. 2'x 4' GRID TROFFER 3 -TUBE FLUORESCENT FIXTURE • • • • / \ _ — L —J J EXISTING ELEC. METERS GAS METER - CONCRETE PANEL a, d ° _= a HANDRAIL SUPPORT BRACKET ®8' -0" O.C. MAX. 1 1/2" DIA. TUBE STEEL RAILING, PRIME & PAINT SEMI GLOSS O 0 L_J —J ©SEE E NLA RG ED ® FLOOR PLAN EXISTING �. =.mss ®® O -.r. p . ®•,■ ki® ��� ® _ 2 _�_ s — -- a..®®._ - a EXISTING D.S. — 7rD.S. - — — - I _ _ G \ O PRE -CAST STAIR & DOCK HIGH LANDSHEEING LIFT AREA PER ADA CODE RED: A I r `EXISTING EXISTING D.S. D.S. HANDRAIL 3 " S - <\1------; fax ' -0" / ' -0" 2 NEW SPACES TRANSFORMER NOTE: HVAC AND AIR CONDITIONING EXISTING TO BE BID DESIGN, ELECTRIC PARKING RESISTANCE HEAT IS NOT ALLOWED - SIGN W/ INTER. - LIGHTING SUMMARY SYMBOL OF ACCESS f BUDGET: 766 S.F. x 1.2 = 919.2 EXISTING LANDSCAPE SEE DETAIL 12/T -1 o ISLANDS 9' -0 ", ADD PARKING f BRACING PER DETAIL 11/T -1 MAIN OR CROSS TEE II PROPOSED : INTERNATIONAL - SYMBOL OF ACCESS \ 8 ®105 WATT - 840 1 PATHWAY LIGHT PAINTED ON PAVEMENT \ \_ NORTH ` BDiI♦191/ MN r %B1D i11ii/ir l a TOP RUNNER (EXPOSED EDGES PAINTED BLACK) 2 - 7 x 7/16 STEELER 023 ASTM A -446 SCREWS ® ' NOTE: SOUND BATT INSULATION WHERE INDICATED ON PLAN 3 1/2" METAL STUDS A 2' -0 0.C. NOTE : ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER U.B.C. STANDARD 47.18 & U.B.C. CHAPTER 47 840 < 919.2 THEREFORE COMPLIES 4" PAINTED PARKING STRIPES FLOOR PLAN 1/16" 1 R -19 F.G. BATT. INSUL © OFFICE AREA, EXPOSED INSULATION BACKING MATERIAL SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS & BEAR TJI'S, NO PLYWOOD LID. SUBMIT Y 1. LIGHT FIXTURES IDENTIFICATION SHOWING THE FIRE ENGINEERED CALCULATIONS FOR PERFORMANCE RATING SPAN & - CROSS 2 x 4 GRID TROFFER LITH 26T240Al2 2. NEW STOREFRONT GLAZING 12 -° 8 -4 ' o BRACING ®MIDSPAN SIGN - "NO STORAGE— ABOVE OFFICE" BRONZE 1" INSUL U = .38 SHGC = .44 VERIFY, MATCH BUILDING STANDARD EXISTING EXISTING RESTROOM VERIFY HCP. ACCESS 3. DOOR SCHEDULE RM WAREHOUSE 0 3' U" x T -0' STOREFRONT W/ TENANT WALL @ CLG. 3" + i9 BRONZE TINTED GLASS Q 3' -0" • 7' -0" MIL. INSUL DR. - •���� •; Q C LSR , ■ ALIGN NEW I I f ! ) 13540 0 - ,01.T INFIL TRUCK DR. OPENING 9 O ^I M• I '• ■ A - 0 & FRAME PAINT, CLOSER U = .35 © 3' -0" x T -0" S.C., PAINT GRADE DOOR, LEVER LATCH ■E' LL 1 - -H y ;7l L- , G1O - ,0 - ,L ;O ,4 „0 -,9 E I „0 -,Ol ! „0 -,bl 1 WALL W/ EXISTING �'- I ' 1 -0 •2' x 4' SUSPENDED ACOUSTICAL CLG. - SYSTEM BRACE PER DTL. 9/ T -1 ? a 2X4 STUD WALL NEW RV 103 A�la3n ''. -'- MATCH BLDG. STANDARDS ' i NEW OF RM 101 8 � 4' x 3' INSUL E WINDOWS, SILL A CO 42' HT. NEW OFFICE �. i EXISTING DEMISING WALL \ ICI 'N/ SOUND INSUL. - m & 1 LAYER 5/8" GYP. BD. EA. SIDE F.F. RM 102 ® TYP. ^ AJIa3A I A VERIFY _ ALUM. STOREFRONT GLAZING SYSTEM, INSUL., > Q CLSR U- RATING = .38 - MATCH EXISTING BLUILDING STANDARDS -NEW GLAZING SHALL BE CERTIFIED AND LABELED BY A CERTIFIED INDEPENDENT AGENCY, LICENSED BY THE NATIONAL FENESTRATION RATING COUNCIL STOREFRONT DR W/ PADDLE RECEIVED LATCH cm 00 R.wIN JUL 3 1 1996 / ± 20' -0" .NOTE: SECURE EXISTING TRUCK DOOR CONFIRM LOCATION OF ABOVE OR REMOVE - REMOVE CENTER INTERIOR WINDOWS W/ POST; REPLACE W/ STOREFRONT TENENT PRIOR TO CONST. STAND DOOR MATCH BUILDING STANDARDS VERIFY OPENING SIZE !NFILL TRUCK DR. OPENING / PERMIT CENTER SECTION CO OFFICE AREA 11 /41 3 ENLARGED FLOOR PLAN 1/8 "] 2 H Z C) z Q I- a W C! > co cm l UJ CC "et CL I— Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE BLDG. PERMIT SUBM. 07 /16/96 REV. PER TENANT 07/25/9 FLOOR PLAN, DETAILS G P P F R lt NMO 'pV99E File:95022 /BC -T2R1 , /r6" JOB NO 95022 SHEET NO OF. DATE: 07/09/98 DRAWN: RAJ T -2 CHECK MPROVEMENT FOR: TOOEN Companw -_nco ENGINEERS NORTHWEST INC. P.S. 0069 WOODLAWN AVE. N. E. • SUITE 205 - SEATTLE WA 98115 • 1206) 525.7560 - FAX 6 (206) 522.6688 Joe No. Jo NAME frJP�SV) . .ii i-.'O DATE 1 s BJecT s ue ^ — t ! . � nu b . . 1 S e I OF�_ BY cr . *1J 0.014.4x4 - /Ibi W/ 5 6 1 4 t<55]t- K WI K- rea--T.`. 0 0 2 1 -O' WTo DEIT. WALL 4L/ 003_ '. II / Ec -- r1 c • I ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. NE - SUITE 205 - SEATTLE, WA 98115 .1206/525-7560 - FAX # (206) 522 -6698 Joe NOME CDOKS 50.1_ S /6ED?toM CO • SOTS 51519 �pS R' S7MRS SHEET 3 of BY Joe No SUBJECT 5h PAN 4 T-.n� Ln Rl,t r ++4e24- rRDM WALL- S - 1 . 9 • 110 ^..TAI IZ • Illd `(DI CAL WALL E ooYW C> 5 C �It 2k C'I 1/ I-6 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. • SUITE 205 - SEATTLE, WA 98115 - 12061525.7560 - FAX M (206) 522 -6698 - Joe No Joe NAME COOtk. &C /DDR.00M C. • DATE S.I SUBJECT 1.3 ° .SPAtR' SHEET 4 of Br - Ul #4@fee, 6 -n,wny 5!✓C`(I 01-.1 • pi M S c s w -t_L-AC, `` ST,4I R V P dy- t:A.(VI) ;0.4 1 6.4541 " - h P 11J E'R @UST S • � 2 AsLIMfiNATE. Li I p CA'I1 ¢ x4� /9 x9 ol-9 °rwl 2//g I ' kt5ff -1•LIN LT' w WALL I- 6/,J0ECL_r• )ol- ENF.rnaEo.n INJ STF_R ,f 6869 WOODLAWN AVE N.E. - SUITE 205 - SEATTLE, WA 98115 • 1206(525 -7560 • FAX M (206) 522 -6698 ---. Joe No, Joe NAME C9Q v-3 SA tL - (.Pm /YEDK- Co. DATE I'2 S SUBJECT i=3 y} /tit R -•- SHEET OF CcAC• WALL • f ' ENGINEERS- NORTHWEST INC. P.S. Bt I 6 M WID�x9�4 'T& NEW I! "AIN' 4112- 1¢55 - 'T f • P2oJ0c. - T rr &. 0,ff WALL Fors U1 1>E6-. 11 &r fl �^ Vri- 5 Fk36 A•1 _ _I, 544- I PAIEL .2 (ILL AROUAID• 4 6 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE N. E. - SUITE 206 - SEATTLE, WA 98115 -1206(525 -7560 • FAX 6 (206) 522.6698 Joe NO Joe NAME M1 TK+•� ter �/81'17�0)•�I (10. DATE SIr- SUBJECT ' I=NTi 6TA1 ` SHEET z OF er c+ ' sob ■ -Oi 5 C.177 � - - WALL 1 � lo l/ 1 -q Wi 2- YI.hbc4 WHh• 5PACE @ -- 0 r c _ ^I (GALv) sl'P♦;FYA`.JT 4 4eI9. 11 1AJG wn 1 ■ 44@16 "SNORT Why' E1:Youv �.C�IOIJ E3� i 11zEO_It On 1-4 ¢ALL Abel -1v. e L - rrP @� F WALL- T ' L _ \ 1 I 1 6 4- xI-xS /8 4_oNT L ( B1 T- 3 SIM. H.C. LIFT 'PORCH LIFT PL -16 ►7147 - VERIFY DIM. CONC. PANELS TYPICAL INSTALL SIGN ON LIFT DOOR PRESS BUTTON FOR ASSITANCE WITH LIFT" DOOR BUZZER 5 1/2" ENTRY STAIR PLAN / TEMP/KEG GaiLASS DOOR BUZZER NOTE: INSTALL SIGN & DOOR BUZZER TO RING IN RECEPTION AREA, TO ASSIT PERSONS WITHOUT KEY FOR LIFT ENTRY STAIR ELEV. 5 1/2" CONC. PANEL W/ 2 1/2" REVEAL & 3/4" CHAMFER ALL EDGES 5" CONCRETE SLAB PROVIDE EMBEDS FOR WELD CON. TO LEDGER 2 1/2" REVEAL STL. LEDGER OTHER SIDE FOR STAIR/ SLAB SUPPORT PAINT PANELS TO MATCH BLDG., TYP. 6" VERIFY 3/4" CHAMFER W EDGES ±4' -N' 1 0 VERIFY 5 1/2" 5 1/2" D T -3 ®D HAND ® 1/4" 1/4" 0" MIN. / CONT. J STEEL LEDGER W BUILDING RECEIVED CITY OF TUKWIU SEP 12.1995 PERMIT CENTER 1, OPP. HAND PANEL ELEVATIONS 11/4 "1 3 H z a z W CrCT Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE BLDG. PERMIT SUBM. 07/16/96 REV. PER 1ENAN1 07/25/96 i•, REVISION 09/11/96 4333 I RE DETAILS PRINTED LPN Architects & Plan ,1)A 0- ep� St? 2 5 1495 File, 96022/BC -T3 JOB NO 96022 DATE: 07/09/96 DRAWN. RAJ CHECK: K. CIE NSN INC TON SEP 1 1 1996 z 0 >z oco CV ® Q Z va—II LLI 0 CA Se CC G.MI— ,te aF T -3