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HomeMy WebLinkAboutPermit B94-0197 - HOMELIFE FURNITURE STORE - TENANT IMPROVEMENTCITY OF TUKWILA BtDiLDIR.a PERMIT APPLICATION Department of Community Development - Building Division 6300 Southcenter B_oylevard, Tukwila WA 98188 (206) 431 -3670 V(2)6, DESCRIPTION — 2 BUILDING PERMIT FEE P PLAN CHECK (12:(2, � � NUMBER APPLICATION MUST . BE FILLED OUT C,OMPLETEL Y PLAN AMOUNT.; RCPT.` :# DATE BUILDING SURCHARGE:: OTHER: TOTAL =::� SITE ADDRESS 5z Ni PROJECT NAME/TENANT . SUITE # TYPE OF • New Building Addition 0 Reroof WORK: 0 Rack Storage DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etd.) VALUE OF CONSTRUCTION - $ 4-700 ( ASSESSOR ACCOUNT# G,d�3a0 -OOIc wzc'"�� 0 Tenant Improvement (commercial) U Demolition (buil 'ng) ❑ Remodel (residential) 0 Other (Ls'ro New (2)M7m L NATURE OF BUSINESS: 9i.) `e 5r5 WILL THERE BE A CHANGE IN USE? 0 No gYes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: cm, r)C� Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER I fit., i 1 oci `7 PHONE 4 27) Z 44 ADDRESS 42-(1 61.3U4 Live 1 1" -1 ctSQ 1 i L( C) L► ZIP « (a) 040 CONTRACTOR (.4uib--tt,.‘ cup,,,,- 6, r 6 4 7 0 4 6E, 4, PHONE 3L0 4 - 57,00 ADDRESS (SC i41 6 i-OL. _t; i ; `7; 4f IQ - (LT - 0L - 6L ct 2 g'EX'. DAT . ZIP 9 cb 12,E j A Jam" WA. ST. CONTRACTOR'S LICENSE # 2.,Z'2j ARCHITECT —rlti.,i.AC(L f j 4.70(.:.. ' ' ' 1.4?- —74.5t ADDRESS t(t)4,--to -2,4,1)-k 1) -k ?1,.. ! 63 , (.A,0 1 r3 l SS ZIP I HEREBY; CERTIFY THAT 1 HAVE. READ: AND:; EXAMINED THIS APPLICATION AND KNOW THE SAME T BE TRUE AND :CORRECT, AND" I AM AUTHORIZED TO.APPLY: FOR :THIS:i:PERMIT BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE c PRINT NAME 46 u - ,mQ-1 ADDRESS (Q4z0 z4N ?L DATE S /V6 PHONE SloS 7431 CITY/ZIP S ct Q.,,SS CONTACT PERSON PHONE ' 11 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED 5 --()„.5 -914 DATE APPLICATION EXPIRES 1-�� -914 av,, SUBMITTAL CHECKLIST COMMERCIAL NEW :COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for; each „structure Assessor •Account;Numbor o .sets (2)`of the following: Specifications .::; (110: Structural calculations stamped bye,: Washington State license engineer pians,'which ;Include Soils report stamped by a Washington. State'llcensed'engineer Topographical survey (tVi<, gj:. • Energy calculations stamped by a Washington State licensed <; engineer or architect Legal description 'CLJ `J Working drawings,: stamped by a Washington State licensed architect, which include. • Situ plan • Architectural drawings';:: • Structural :drawings • Mechanical drawings ;• ▪ Elevations Civil drawings • Landscape plan Completed utility permit application • Six (6) sets of civil drawings Location o.f tonant;space Existing and proposed parking 1 indscape;plan (If applicable, I e ,change o Overall building. :plan Tenant location •::Use of adjacent (common :wall) tenant :Overall :dimensions; of: building or;.square.foofa • Floor plan of proposed tenant space Tenant space plan with use of each'room labelled %'Exit doors,: egress; patterns: New walls,:: existing wall, and walls to be demolish: Construction details Cross sections showing wall constriction and meth attachrnen,t for flood and oeilmg Structural calculations stamped by a Washington State license engines {may be required if structural work is to be done (2 se NOTE !/ any;utibry work is to be done,. submrt separate utlhty perm • application and plans NOTE::. See utility permit application and checklist for submittal requirements,. • RACK STORAGE L i Completedbuildmg permit application Assessor Account Number Two (2) sets of plans, which include ::: Building floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions of all aisles specific utility • Completed building permit application Assessor: Account Number Narrative.descaibing existing too �. Materiai being installed :; NOTE A certification :letter is: required. prior to final inspection and sirs off of : the : ermit ANTENNA/SATELLITE .DISHES Completed building permit application;: riAssessor Account Number Two (2) sets of plans:which include: • Site. Plan (showing building and location of antenna/satellite. dish) Details •antenna/satellite dish and method of attachment n Structural calculations stamped by a Washington State licensed engineer may be required . Tenant space floor plan showing rack storage layout, aisles and exits NOTE: Include dimensions of racks (height, width and length), aisles . and exit ways on plan. ri Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL NEW SINGLE-FAMILY .DWELLINGS/ADDITIONS . 11 RESIDENTIAL REMODELS Completed building •permit application (one jfor each structure Assessor Account Number. Completed building permit application (one for each structure) Legal description Assessor. Account Number Two (2) sets of working :drawings, which nclude :: Site plan: :: *;Foundation plan : Floor plan 'Roof plan•; • :Building elevations (all views Building crosssection :: •:Structural framing; plans NOTE if any utthtywork is Lo be done'prowde :utllty permit application ::. and plans must be. submitted. Li Two sots (2) of working drawings, which include • Site plan -► (On plan, show closest hydrant location • Foundation' plan include access to bullding showing • Floor plan; width and length of access) ;: • • Roof plan • Building elevations (all views) • Building cross- section. • Structural framing plans • Washington State Energy Code data I Completed utility permit application. Six (6) sets of site plans showing utilities REROOFS: Cornplated building permit application. Assessor Account Number., Narrative describing existing roof, material being'removed and: • material being:installed:' NOTE A certification letter is'requtred prior to: final tnspo tion :and sign :.off of the permit NOTE ::Building site plan and utility site plan may be combined.: See utility permit application and checklist for specific submittal.requirements. Additional topographical :...d soils information maybe required it unique site conditions. v 4i t % of TUkW (206) X31 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW94 -0164 Status: ISSUED Project Name: HOMELIFE Site Address: 402 STRANDER BL Location: SE CORNER OF PROPERTY Parcel #: 022320 -0010 Wetlands: Water Course: Slopes:N Water Dist: N/A Sewer Dist: N/A Type: COM No of Units: 000 Square Feet: Contractor License Number: MODERSC106MU TENANT HOMELIFE FURNITURE STORE 402 STRANDER BL, TUKWILA, WA 98188 OWNER FIDELITY ASSOCIATES 4211 HOLLY LANE, MERCER ISLAND 98040 CONTRACTOR MODERN SEWER CORPORATION Phone: 206 743 -2756 3816 S RD, MUKILTEO, WA 98275 CONTACT RAY JONES Phone: 206 743 -2756 3816 S RD, MUKILTEO, WA 98275 *,*******,***********,***,**************,*** * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** Issued: 11/10/1994 Approval Letter: 11/10/1994 Expires: 01/09/1995 Additional Description: Developer Construction Cost: EXISTING 3/4" WATER METER, PERMANENT, ABANDONMENT METER INFORMATION: Water Meter Size: .75 Quantity: 1 Work Order #: Type: PERM .00 FEES: Regular Connection: .00 Acct No: 401/388.102 Install Deposit: .00 Acct No: 401/386.520 Plan Check: .00 Acct No: 000/345.830 Inspection: 15.00 Acct No: 401/342.400 Turn On Fee: .00 Acct No: 401/343.405 Special Connect Fee: .00 Acct No: 401/388.101 Other Fees: .00 TOTAL FEES: 15.00 ************,*********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LE• ST 24 HO Ii IN AQ1(ANCE. FOR AN INSPECTION CALL 433 -0179. Signature:__ ' 1�,��;v� Title: _ � Company: O e2» ,SC-L JQC Date: J I - / b -9'4 ._ ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISS ANCE: GV Issued By : __ _ _ J/ ---— L —LO— —L Authorized Permit Center Signature Date ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date .r. CITY OF TUKWILA Address: 402 STRANGER BL Permit No PW94 -0164 Suite: Tenant: HOMELIFE FURNITURE STORE Status: APPROVED Type: PW -WM Applied: 11/10/1994 Parcel #: 0223211 -0010 Issued: *•k k•k* k ***•k * * * *** **•k ** ** k* k*•k k *•k•N•k•b *•k ** k* h•k•k k k** A* N•k•k•b*•k *•k•k•k•k k*•k k k k b* k** k•k .4•k Permit Conditions: 1. CAP 3/4" WATER METER lEh- J,r -'E' Ali ; L, • 00.0'1'; 4) 0d 40 0 0 0 000 0 6 0 0 0 ra 0 fir 7 4u 0 ILYA ''' ','.‘" C 0 ' f C...... --" ^-` i{r 4 0 Q' 0 0 Ir Q tiy4 40Os100 u 4'0 6 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW94 -0163 Status: ISSUED Project Name: HOMELIFE Site Address: 402 STRANDER BL Location: 10 FEET WEST OF METRO BUS SHELTER. Parcel #: 022320 -0010 Wetlands: Water Course: Slopes:N Water Dist: N/A Sewer Dist: N/A Type: COM No of Units: 000 Square Feet: Contractor License Number: MODERSC106MU TENANT HOMELIFE FURNITURE STORE 402 STRANDER BL, TUKWILA, WA 98188 OWNER FIDELITY ASSOCIATES 4211 HOLLY LANE, MERCER ISLAND 98040 CONTRACTOR MODERN SEWER CORPORATION Phone: 206 743 -2756 3816 S RD, MUKILTEO, WA 98275 CONTACT RAY JONES Phone: 206 743 -2756 3816 S RD, MUKILTEO, WA 98275 ************************************,******* * * * ** * * * * * * *, * * * * * * * * * * * * * * * * ** Issued: 11/10/1994 Approval Letter: 11/10/1994 Expires: 01/09/1995 Additional Description: Developer Construction Cost: WATER ONLY METER, PERMANENT, 1 1/2" FOR IRRIGATION METER INFORMATION: Water Meter Size: 1.50 Quantity: 1 Work Order #: 5106B Type: WTRO .00 FEES: Regular Connection: 225.00 Acct No: 401/388.102 Install Deposit: 350.00 Acct No: 401/386.520 Plan Check: 10.00 Acct No: 000/345.830 Inspection: 15.00 Acct No: 401/342.400 Turn On Fee: 25.00 Acct No: 401/343.405 Special Connect Fee: .00 Acct No: 401/388.101 Other Fees: .00 TOTAL FEES: 625.00 ************************************************ * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (Corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LF_AST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature: Title: Company: c.)10�2iJ 7; cue-F R. Date: .�I it) ' cI LL ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSU'NCE: GV Issued By: LEILQ Lt— --614 Authorized Permit Signature Center i nature ate(c) ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address.appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date CITY OF TUKWILA Address: 402 STRANGER BL Suite: Tenant: HOMELIFE FURNITURE STORE Type: PW -WM Parcel #: 022320 -0010 Permit No: PW94 -0163 Status: ISSUED Applied: 11/10/1994 Is,cued: :i1 /10/1994 **•k***•k•k•k **•k•k* k* *** *•k*•k•k* * ** k* k*•k* *•k * *'k•k•k•k•k ***`k•k k•k•k.k•k•k*.k•k • k k.k•k•k•k* k** 14 ** 4 k* Permit Conditions: _ - - 1 . The property owner ..ha ,J s,i,gn �.a.h-W4.tea ; r,. 'en) No - Protest Agreement for futur,•,,g p,g0.1A.ie Ff the e:-.1"-, - �i;;; d fir.ient system prior to 11. 15,i "ria 1 L,iis ct i on' "�-; �.,,. kV 11 tJ KAWWYIL i E+ '0 0 •: (b 0 0 �w+c 0 0 0 0 0 00 0 00000 0 a 0 0 0' 1 City of ?%akwilk (206)4313670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW94 -0101 Status: ISSUED Project Name: HOMELIFE Site Address: 402 STRANDER BL Location: 10 FEET WEST OF METRO BUS SHELTER. Parcel #: 022320 -0010 Wetlands: Water Course: Slopes:N Water Dist: N/A Sewer Dist: N/A Type: COM No of Units: 000 Square Feet: 44000 Contractor License Number: MODERSC106MU TENANT HOMELIFE FURNITURE STORE 402 STRANDER BL, TUKWILA, WA 98188 OWNER FIDELITY ASSOCIATES 4211 HOLLY LANE, MERCER ISLAND 98040 CONTRACTOR MODERN SEWER CORPORATION Phone: 206 743 -2756 3816 S RD, MUKILTEO, WA 98275 CONTACT RAY JONES Phone: 206 743 -2756 3816 S RD, MUKILTEO, WA 98275 ********,***,******************************* * * * * * * * * * * * * * * * * * * * * * *** * * * * * ** Issued: 11/10/1994 Approval Letter: 08/19/1994 Expires: 01/09/1995 Additional Description: Developer Construction Cost: WATER METER /PERMANENT, 1 1/2" METER INFORMATION: Water Meter Size: 1.50 Work Order #: 5106A FEES: Regular Connection: Install Deposit: Plan Check: Inspection: Turn On Fee: Special Connect Fee: Other Fees: 225.00 350.00 10.00 15.00 25.00 .00 .00 200,000.00 Quantity: 1 Type: PERM Acct No: 401/388.102 Acct No: 401/386.520 Acct No: 000/345.830 Acct No: 401/342.400 Acct No: 401/343.405 Acct No: 401/388.101 TOTAL FEES: 625.00 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT 24 IN VANCE. FOR AN INSPECTI CALL 433 -0179. �v I/ Signature.__ `r�t-7 Title: C' ,-1 PK. , - Dater 1 � ) c '7 ' Company • si�_� s,;.�. ,� J ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISS ANCE: RSH Issued By: ,11n _ 1��__I Q J (� 11 Authorized Permit Center Signature Date ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date Address: 402 'STRANGER B Suite: Tenant: HOMELIFE FURNI Type: PW -WM Parcel #: 022320 -0010 .k•k*•k* k k•k* k** * *•k•k ** k•k•k* k• Permit Conditions: 1. The property owner Agreement for feu system prior Air CITY iJ F T U h.W I L A L TURE STORE Permit No: PW94 -010 Status: I'SSUED Applied: 08/19/1994 Issued: 11/10/194 k k•k 4'9'k* *:k*•k *•k **•k ** k *•k•k•k•k•k 9**•k** k*•k* *'k***•k* A k,\ 9**•k'9 k gri"'alater' istin ipgr ade ,ot� the .�. ) i a1 I16,0 ctior_ u- Protest i_ i ent O� 0 0141Y. F orrat ; o pig ire" Q1 9 9 9 0 4 cr+ 41 06 CS 6 to i r City o ?iilcwlla L RVCL, (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW94 -0101 Status: ISSUED Project Name: HOMELIFE Site Address: 402 STRANDER BL Location: 402 STRANDER BL Parcel #: 022320 -0010 Issued: 08/22/1994 Approval Letter: 08/19/1994 Expires: 10/21/1994 Wetlands: Water Course: Slopes:N Water Dist: N/A Sewer Dist: N/A Type: COM No of Units: 000 Square Feet: 44000 Contractor License Number: NORTHCE292KS TENANT HOMELIFE FURNITURE STORE 402 STRANDER BL, TUKWILA, WA 98188 OWNER FIDELITY ASSOCIATES 4211 HOLLY LANE, MERCER ISLAND 98040 CONTRACTOR NORTH COAST ENTERPRISES INC. Phone: 206 364 -5300 P.O. BOX 25850, SEATTLE, WA 98125 CONTACT HOWARD TURNER Phone: 206 365 -7431 18420 24TH PLACE N.E., SEATTLE, WA 98155 ******************************************** * * * * *'k * * * * * * * * * * ** * * * * * * * * * * ** Additional Description: Developer Construction Cost: 200,000.00 WATER METER /PERMANENT, 1" METER INFORMATION: Water Meter Size: 1.00 Quantity: 1 Work Order #: 5105E Type: PERM FEES: Regular Connection: Install Deposit: Plan Check: Inspection: Turn On Fee: Special Connect Fee: Other Fees: TOTAL FEES: 100.00 175.00 10.00 15.00 25.00 .00 .00 325.00 Acct No: 401/388.102 Acct No: 401/386.520 Acct No: 000/345.830 Acct No: 401/342.400 Acct No: 401/343.405 Acct No: 401/388.101 ************.************************************ * * * * * * * * * * * * * ** * * * * * *k * ** * * ** ** I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS If'1 ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature: � - 114.34.....e_ T i.t1e: 1 tmscl, y4 Company _ _` Date : - L2`--4 * * * * * * * * * * ** * * * * * * * * * * *l** ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * *k* * * * * * * * * * * * * ** APPROVED FOR ISSUANCE: RSH Issued By: �--1`CJ_ _ _ 5 "- Q J q u Authorized Permit Center Signature Date ************************************************ * * * * * * * * * * * ** * * * * * * * * * * * * * * ** ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By; Inspector Signature Date CITY OF TUKWILA Address: 402 STRANGER BL Permit No: PW94 -0101 Suite: Tenant: HOMELIFE FURNITURE STORE Status: ISSUED Type: PW -WM Applied: 08/19/1994 Parcel #: 022320 -0010 Issued: 08/22/1994 *•k•k** k*** ** * ** *•k*** *** *•k** k ***** ****** k•k•* ***•k *** k•k **** ***•k********•k*•k ****** Permit Conditions: 1. The property owner shall.,- gniW;at'ewrrS:, sOm No- Protest Agreement for futureATtta:de"— o'f""tlie °e . -i,n,q, of icient system prior to th'e. FVnal Inspection. ,, 'Y.. oov (\1( • w�Tyr�jjy \ J t- ttl, YS tsf /1 / Q Vi City of Tukwila( (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 SANITARY SIDE SEWER Permit No: PW94 -0098 Status: ISSUED Project: HOMELIFE Site Address: 402 STRANDER BL Parcel No: 022320 -0010 Issued: 08/22/1994 Approval Letter: 08/19/1994 Expires: 02/18/1995 Wetlands: Watercourse: Slopes: N Water: N/A Sewer: N/A Type of Install: COM Number of Units: 000 Exist SQ FT: Add SQ FT: New SQ FT: Contractor License No: NORTHCE292KS TENANT HOMELIFE FURNITURE STORE 402 STRANDER BL, TUKWILA, WA 98188 OWNER FIDELITY ASSOCIATES 4211 HOLLY LANE, MERCER ISLAND 98040 CONTACT HOWARD TURNER 18420 24 PL NE, SEATTLE, WA 98155 CONTRACTOR NORTH COAST ENTERPRISES INC. P.O. BOX 25850, SEATTLE, WA 98125 Phone: 206 365 -7431 Phone: 206 364 -5300 Description: SANITARY SIDE SEWER EXTENSION OF EXISTING *: Q * ** * ** * ** * ** * * * * ** * * * * * * * * * * *** *fir * * * * * * * *** k * * * * * * * * * * * * * * ** * * * * * ** * ** k * * *•k ** Inspection Fee: 20.00 Acct No: 402/342.400 Hook UP Fee: 220.00 Acct No: 402/388.102 Special Assessment: .00 Acct No: 402/388.101 TOTAL FEE: 240.00 ************************************************ * * * * * * * * * * * * * * * *k * ** * * * * * * * * * ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 24 HOURS IN AIVAN E. FOR AN INSPECTION CALL 433 -0179. Signature: _ , . Dater 4 Company: ��� Title: _.t_ iM— — ******************* * * * * * *t* * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE BY: RSH Issued By: _ S- -q t4 Authorized Permit Center Signature. Date ********************************************** * * * * * * * * * * * * * * * * * * * *** * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. Final Inspection Approved: Inspector Signature Date • FIRE LOOP /HYDRANT Permit No: PW94 -0094 Status: ISSUED Project: HOMELIFE Site Address: 402 STRANDER BL Location: 402 STRANDER BL Parcel #: 022320 -0010 Wetlands: Sewer: N/A Contractor License No.: NORTHCE292KS TENANT HOMELIFE FURNITURE STORE" 402 STRANDER BL, ,`:TUKWiLA r -WA 98188 "f� OWNER FIDELITY ASSOCIATES' ; 4211 HOLLY ;L'ANE,' MERCER ;ISLAND 98040 CONTACT HOWARD TURNER' t....., .` 18420 24 PL' NEI SEATTLE, WA 98155 CONTRACTOR NORTH COAST ENTERPRISES,;, INC.� ' `` • . P.O. ,60X' 25850, SEATTLE, WA 98125 , * * * * * * *•k* k * *** *, *'fit, ** *********,*.**• k*• k*' �kk' k, k. kik vk****` k***` k` k**` k* * *4`k* * *`k'k** *`k *`k* * * *k•k* VO r;'• ■ ,f Additional Square ' • 'fit f.lt Issued: 08/22/1994 Approval Letter: 08/19/1994 Expires: 02/18/1995 Watercourse: Slopes: N Water: N /A. Phone•: ":206 365 -7431 ,sPhone : 206-;\364-5300 Additional Pef;mi•t Description: FIRE LOOF'•HYDRANT Existing Square Feet: New Squ"are,F•e.e't: fo r. ,,; :,..,5..0 b. �..;. Acct No :i�:'401/3`421400 In pec�ti'on Fee -• 15.00:� :� Plan Check Fee • f• ''�10 +: O0 ;, °l.�i:' -. Acct No:/0"00/345830 , TOTAL FEE: , ,`_ �. r ____25-.00‘ ' "�-- _r King CountyE''V;a1ualon , '= ' r.. , /' '_.'., "�.Va.lue of ; Construction;,, t ,;,, .00 **• k**• k****` k*; k**• k***• k'* * *.* * * * * °**** * *k *'** Ilr**' *.*�t yk. tk. �k**** * * * * *•k * *;* * *" *k * *� * * * * * *•k ** ,,, ;; :.... x .: I hereby accept this 'permit and agree to gab i,der all—applicable 's�ecti ons,` of the City of Tukw1 1 a Mu i i ci pa l Code. We agree 7iha.t'•...tbe_ C i ty 01' Tukw.,i' lra Shall be held harmle for fa11 or any claims arising,,as a��r esu "1't of. th.is,y�proc3erct. Permits whit ;�ha�,eF� l apsed beyond the expo rat i on: date',sha 1i requ;i re!1a r re -app 1 i cat ior�``,,and re i ssuance of the permi t;_ tjirough the;;Ci ty at anJ.raiid i t i ona 1 fee. ,'\ [• t - fit, lr THE APPLICANT MUST NOTIFY THE`CI;TY INSPECTOR OF,•COMMENCEMENT AND'COMPLETION OF WORK AT LEASTk;24. HOURS IN ADVANCE: J0 °SCHEDULE AN •INSPECTION CALL 433 -0179. Signature: * *•k * * *•k * * * * * * * * * * * * *' * *k* '•* APPROVED FOR ISSUAN BY: RSH:- Date: ******k************** ****k *** ** * * * * *•k ** ** Issued By: Date CE Da_ OR Authorized Permit Center Signature ******************************************** * * * * * * * * * * * *•k * * * * *•k * * * * * * ** ** k * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date CITY OF TUKWILA Address: 402 STRANDER BL Suite: Tenant: HOMELIFE FURNITURE STORE Type: PW -FLH Parcel #: 022320 -0010 Permit No: PW94 -0094 Status: ISSUED Applied: 08/19/1994 Issued: 08/22/1994 ****************.****************************** ********** ***** *****•k•k ****•k* Permit. Conditions: 1. It s h a 1 1 be verified i,..wr,~ijtkii,ngrwt7o ;�t-h Cit"y`,,Uti1ites Inspector that the..„f4i4rr.e..1o►'op system o`r' the' bu,i,ldi,ng contains a StaterDepa tment;otr,.Health appr6ted detector double check �v,,a1Ve'assemb'1y. This sha11 be done;p.rior to the F i n a 1 I n,sp,e�;ct i on .f \z, f ```:` , i '�. /. it: p i- '�'k '0, 2 A l l double Check ,val.�e as:semb1 ies shall be,� ap,prov.ed b nthe State Dep�,a tmen�tr o'f;, kea�the.m0� c004, :r 3. The prop C`yrtershalalaigna Water' Syst'e.r�, No �Fr"t�est Agreerne '1%fo cut a �igrade"'t''};\. e,yexisting4.4efi'c eitt system for to theoinai�js ectivn. 0� 41 • t) w7'� O avrW. 47 4i,1 eirotho.' ,,.. . \ tii .( t--"• jet d tii ��` ( °� �F �" �" 1, 'iP 4 . ,t T'l `i' 1 *' : :-..4:" r�. kk 5. 7 1 l jt t t I r btl �'' {y,S .'jr t Ali Y, F. V7' . F� '~ i 4 re t t "e 1f "s y a tr 'Rt r r$•..1 1 s'-,,,, t 'r. C• 1 i? �t I \ t w.'' v' w r G. Permit No: PW94-0095 Status: ISSUED Parcel No: 022320-0030 Site Address: 402 STRANGER BL Location: 402 STRANDER BL Start Time: End Time: HAULING Issue Date: 08/23/1994 Approval Letter: 08/19/1994 Expires:- 10/22/1994 Bond Number: CHECK #6053 on...1. TENANT HOMELIFE FURNITURE 402 STRANDER BL1„,..,,TU.K:OLA::,%'''WA-981'88---:.-..„ ,..,„,..:. OWNER FIDELITY ASSOCI4T,t-,5:;-- - .:,:. 4211 HOLLY 'LANMERCER 'ISLAND 98.040 CONTACT HOWARD TUp#R7." , ti '‘ Nfi, ',' L.,,,,1 _. Ire, 4F, hdli',..''06 365-7431 18420 24VNE SEATTLE WA 98155 ,"). e,e,' j 4, . '''A.,i■.\:!*N. CONTRACTOR NORTH , q0A.. .,.4T . g, ., ,''' ' '''''1• .90 . ' *? .,...,- , R,::l t n e .....,, ,.,...s\20'sg: ,. 6- 4 -5- 3 00 P 0 05V 25850, SEATTLE, WA 8125 ( 'k * * * k * .k * * * * *4 ' V i c * Oki* * *44,414 * ,*(** * * * k *V* 1 4 ' k* * 1 . , * * * k * * 4 : sit'*,* k k e k kk * * k .04.' itt* * * le * * * * * * * * k • S• \ 1 , , , . 1 6 • , 4' • • 1: i t • 1 PIO/Check 'Fee,:,,,t,'" N il, ,d• 10;00..V dr •kr.:•: 1:, t‘' I n'IS-',6'e c‘t irip n Fee,: ,, *i' ,. ' 15 00f-. _, Other Fee: '..;,i„. ct • • • ,,„, k * * * lc it k * * **IV * I c y‘ * * -** * ** * *A * * *;:*** 'A' * * ;i1e:** A * * **** * * * k * * * * A k * * * * * *4,* * 14 44 *4 ik* * * * * * * * . ... . . . TOTAL FEES: ,..,,-:. ;;,:-'25s. 00 :;„,), ,;\ The Undersigned.:.„h,ereby a ppAtte s,,,,If or6p't rmi s;s5j.ontoperf or m hau 1.14§' per.,,i‘a t t a ch e d map in 01.Cbrdance wl th,./ehe"f,p11.941n6„c0),:01 *1):ms,..:_i., Ir ) ll 1 — Flagg in§ , s igqing arid hg Sha 1 F:b'et-Pri!n'., ay156rd,ance with, t t , MUTCD,i f o'r:.;', traff i c , .1 con t rt':::-,-,.4 :"' .0 ' -'''''''."---.''''s ;-...„ii Iv Fi ,.,. , .., e., ,. 7— ContrapAor shaliprb.vide ,6erttf„1..ed fl'agMen/fd-ritraffic 4ntt,74.1A - weep or ,1...0 ot-h-ewi ii... . e c'li e, a3i istireet. -., to t he,,2,,,..... s.at i stac t . ion of Pur b, .l i-,', -Cttk i , Wo ,1 each n ight round tOu hi ng o. .e(no f 1b1 i ra1:3wed) 4- NotifyOSity 1.nSpeCtor befiSr 6 12:00 'viobn'ori fr.i..iiss_ prece..aing a0 Weekend A. ..,,,,.. . work '''' ''' ',\ :,..''." ‘,,, • ,,,,1 ,,..... , . . ,,,,,,,,,, ,i •,// 5- Permit ',i;'S,`..\,va 1 1f'!.,bef,ween the weekday •.,hOu,rs \,,o,f.„-7:"opia.mt. and,„„3:301,,,f)i,im. only 6- C 1 e an an:clreMo'Ve'i debr i s from om c i ty ca,t oh' bas1i n-....,,i hand and' a r 61,4 d heculti n g ,,,, , routes. 1,..k.k,, ,., :,r ,:: t. /-.,, ,,,v 4, .„. i ) / , " , \-... 7- Provide a‘dequate ,,tempdo,ary access as; not"?‘,i.n.t,erfere wAth other vehicle movement or -c.au,te trucirq:)to travel over curbs .f,..-. ,..s,4, , ... . ..„,■, x ... . et ...,,q_ 8- All vehicle's,lmust iii,a.,,I.4,e compvie,te stop prior tontertngpub,lrftc/right-of-way. .. . .,,. .... • , ,,, e.,,,,o, -..::‘.i: 4,, 4.,. ,.;. ,.:. ,:, '' . ' _,,. ,,V'.:1 4,2f:12 •, _ *lik*k'OckliA************i.4404**********%**4*.*****4*******AA**1444***A********AA* THE APPLICANT MUST NO6Tiky.,...THE INSPECTORI. OF iiCOMMENCEMOT:IAND COMPLETION OF WORK AT LEAST 24 OURS' NSIADVANCE.'l 434-61,79\-' „.,,„_04,....,,,,,,....,..,.... ..,..,..•.„ ,•.,,,,, ..,..,,..!•........, Signt aure: ,., ,,, ,„.•.:..n)„ ::,7,-7::;:;::-D'a te : , .23.7/ ************************ • **********A*****************k*k****A************1**** APPROVED FOR SSW(' RSH Issued By: Ad..LC CAL tf. 931 ANY orized Permi Center Signature Dat *******44***14* ************* ***********************A************************* 1 hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date (1. CITY OF TUKWILA Address: 402 STRANGER BL Permit No: PW94-0095 Suite: Tenant: HOMELIFE FURNITURE STORE Status: ISSUED Type: PW-HAUL Applied: 08/19/1994 Parcel #: 022320-0010 Issued: 08/23/1994 *******kA**k*******************A**k**hk**kkk****k*****************k******** Permit Conditions: 1. •Any material spilled orl.taiy vs.treehalle cleaned up immediately. ,..;-;;;;24. _..-•'-- -----------:%-ip,...., - ‘,.,-,..,tt4, w , A t( s N N'.■ •=:=, it' . 0 0 ra 0 iA -....,, ,NL....... : ' 4 .4:■•••••••••••••.........., 4= 'E' 0 0 et? ,....' Stl, S' ..."``,............ 4 4 0=s, .44,1 o ‘k...-ai• • o *". 0 \ 0 e vtik V Permit No: Status: Project: Address: Location: Parcel #: Wetlands: Contractor: LAND ALTERING PW94 -0096 ISSUED HOMELIFE 402 STRANDER BL 402 STRANDER BL 022320 -0010 Watercourse: NORTH COAST ENTERPRISES INC. TENANT HOMELIFE FURNITURESJORE .;, u -_ 402 STRANDER.•'.BL .;TUKWILA, WA 981'L� ':-:, OWNER FIDELITY .ASSOCIATES ,~ =',._, 4211 HOLLY LANE v, MERCER i 0 ISLAND 9804 CONTACT HOWARDTURNER , '- . ;; .;:.•.. , r..;. •'Rh 'one : 206 . 3 ,65 -74.,1 184204 PL NE °,.. SEATTLE,_ WA - 981'55 ?. *-..`` CONTRACTOR NORTH /COAST •. EN.TERPR.ISES'` INC ': ` c} ti `` �: Phone;; ..206 364 -5300 P.'0:1' BOX "258.50,r ,SEATTLE,, NA 98125 r'�T,. 'E. ``�; `� `'',+ * * * * * *•k * * * * * *,k' *•k` * * ** * **'4 * * * *•k' *•ski ink, *�tk•�* * * * * * * * * * ** * * *.* k; * * * ** k* * * * *•k * * * * ** ` ,• ' V .,N. 044 \ , 4.•x''1 LAND,!'AL TERING `f, r ``: 1Q- Issued: 08/22/1994 Approval Letter: 08/19/1994 Expires: 02/18/1995 Slopes: N License No.: NORTHCE292KS Grading /Fill; (Yards) -,Cut: F11.1 - t Permit „ <`Fee'..w�,�'' .as 1 .... ; ,:r,�, N, �^ •; 26':'00 -< �' °Account No • 000A32'2. 100'x' Plan Chec Fee: : t ;,.a:,`' r ;� �C :,- 30.0,0 . i {, ,, �.. f Account No 00;0/ 4`5''x830 't lOther: , r= --- t 1 (;Account No 000/386„4904,1 - Tota 1 Fees: t f56:,00 , F <<�.`% r. Va:l uat i.on '. ” "' :00 ,y': * * ** * * *'k* * * * *+"k',' * * *•k•k * *** * * * **,*•k` ** * *:ik�*. -ak **,*•k� *, *;k*** k**** ** * *•k ** * * *•k ***•k�k'* ** * *•k** I hereby ice}rtify� that I 'have read' and -,; examnedf this permit and" "knowtiie same to be truep;°and correct. All provision stof ,.,law,.'an'd-ordinances :, overn '" 9 ,O 9 this work will 'b;elt dompliedt.with, whether spec;ified:.�hereinor not. (,The granting of this permiir„ Fdoes ;nolt presume to give auirho:ri ty4 'to vii u1 ate ofs.cance the provisions 1,4f\ an•V other,. state or local flaws r;egula.t'ing construction or the performance 4f\ work . I am authorized .-to iii gn for, acid ,obtain this 4and Altering permit.. This permit shall become 6u11,',and: -void if,.,the work is not commenced within � 180 :days from the date of issuance , or ...i.f:.:-'the wor,k is suspended or abandoned ::`for a per,od of 180 dayscfrom th;e.'last :`inspection. THE APPLICANT MUST `NOTIFY THE CITY INSPECTOR OF COMENCEMENT: 'AND COMPLETION OF WORK AT LEAST 24 HOURS IN 1A VANCE'. FOR AN INSPECTION CALL 433 -0179. Signature: ` Dat e...:.c * * * * * * * * * * * *_ ** * *- * * * ** ** k **k*kk. ***It***kv_ * APPROVED FOR ISSUANCE: RSH Totalw:,,M0 +;r 1500 :t Issued Bv: Authorized Permit Center Signature * * ** * * * ** * * * * * * * * * * *** * *** ** k * * * ** * *•k•k * * * *•k* ** ** * **** * * *•k * *•k * ** * * *•k* * * *•k* * *•k ** I hereby. certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for this project approved herein. Date: 1! * * * * * * ** *A * * *•k * * * *•k ** Final Inspection Approved By: Date: Inspector Signature CITY OF TUKWILA Address: 402 STRANDER BL Suite: Tenant: HOMELIFE FURNITURE STORE Type: PW -LA Parcel #: 022320 -0010 Permit No: PW94 -0096 Status: ISSUED Applied: 08/19/1994 Issued: 08/22/1994 ******************• k' k***************************• k * * ****** *•*****•k *** *•k* * * **,** Permit Conditions: 1. Temporary erosion contr;o;l�tiiieaures 1 e,implemented as the, first order of bus::i.n'e.ss —to prevent'4se:,0en:tation off - site or into exis. i;,ng- -storm drainage facilii1 -e0, . The site shall -ha :e" peri.mane�ntl erosfidn control measu;r�es in place. as soon a's os(i b`�1 e, '�a�ftpr* ,fsial gradpi i ,has b,edn, completed ai""'e rprior` .tg tiie �Fina1 Inspe'cti 'n. , , ` \`,I, ;� • cg/ t3 4 tea►bi'd dc,,,, o � L 4' mod} b fib . 44 0 / ) / 0' M•� Cl p , \ { 'It., 1 ++ r rw! I 1 3 t..44.% nom" e, ,...• ,, 1 i i .� fir '. uyFP3ayj t{ d3 a ~ .,•` 14 \ � f-•r �, G r ,:,,, 4.4:::::, Cl L V' Jr j d ti' Y ♦ , ",st 0 a „ 4- a *" +'r .rr 0 e: ^ A Qr. C.. I> V LANDSCAPE IRRIGATION Permit No: PW94 -0097 Status: APPROVED Project: HOMELIFE Site Address: 402 STRANDER BL Location: 402 STRANDER BL Parcel #: 022320 -0010 Wetlands: Sewer: N/A Contractor License No.: NORTHCE292KS TENANT HOMELIFE FURNITURE STORE 402 STRANDER BL, TUKWII:A.:; 'WA :,.98188' =h;` OWNER FIDELITY ASSOCIATES; .::°= ...— " " 4211 HOLLY LANE,c,- MERCER ISLAND 98040 CONTACT HOWARD TURNER=':: -' r t. s F: 18420 24 ,PC"NE, SEATTLE•,' WA (98155`; CONTRACTOR NORTH COAST' ENTERPR.ISES ''INC . P.O. B0X2 x25850; :;.SEATTLE,, .WA '98125 < , , -,, 1 ****************.**,*` k**'**. m**.****, k*.***************** tk** * * *` * * * *t!k * * ** *, * * * * * * * * * *•k ** Additional Perm`i -t Descr ipt i on`: ''., ::, r'`' �''- ' t' ` jk t� rr. c 1 h' '�; LANDSCAPE' IRRIGATION ,_ s 3 1 - .; ° ' i'` Existing Square Feet. '``'r,i AdditionalFSquare. Feet•;. New Squat ~e Feet. . Acct`,Nd. :40.1 /34.2,.400 Plan Cliek Feet' 0-60/345830 t TOTAL FEES: , Inspect:l:on Fee:` 4' 1// Issued: Approval Letter: 08/19/1994 Expires: Watercourse: Slopes: N Water: N/A Ptbr ?e,.,, 206 365 -7431 Pho,ne: ;;206 364 -5.300 ' i King County'•,1laluationl •' '�•" - `...'1 S'� ,}V} , ` .;; g p r �_` 4 y a�1 ue`'of = Construci;,i on4,` -w;! t 00 * *•k * * * * * * * *'k *� *yk* * ** iii * * *,1k•ak' *il k. 9G1'*, Irr**}*; ik, ir. �M****,+ilc * * * * *;** *** * ** * *'k: *•k *kk* *** ** *•k**** I hereby accept thus bpernilt.4an_d,,yagree`•,t'i� ab..�de _a�1.1.- ,,app1 icab1e sect,ion's' fof the City of Tukwila Municipal Code. We agree/ that the.-C.i_ty of 4Tuk'wil` s,harll be held harmless flor all or any claims arising4 -a resullt of:th4`s ,proj,ect. Permits wh i t \ haive:. 1ps,ed beyond the exp i`�raft'i on`d4ate(sha 1,1 requ�•rtre ,4 re -appl i cat i,o ti anc reissuance of the per,mrt ttir,,ough, tie City a•t .antadditional fee. ,�:`�;ti �• r ; 4. f. �'t Yi THE APPLICANT`;;MUST NOT,IF;Y THE CITY INSPECTOR OF COMMENCEMENT ANf COMPLETION OF WORK AT LEASIY.24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECT,I,ON.`CALL 433 -0179. Signature:_ * * * * * * * * * * * *'k•k * * *•k* APPROVED FOR I''SUA Date:'z, *k74 M* • *i * * * * * ** * * * * * * *'k * * *•k * *•k ** ** * **•k'k * * ** * * * * *k * * * *•k•k* Issued By: ►.: �� 1 `-_� 4:1 ,_iN_�A �_ Authorized Pe6nit Cent`ee Signature ************************************************** * * * * * ** **•k* * * ** *'k * * * * * * * *•k ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date CITY OF TUKWILA Address: 402 STRANDER BL Suite: Tenant: HOMELIFE FURNITURE STORE Status: APPROVED Type: PW -LI Applied: 013/19/199.4 Parcel #: 022320 -0010 Issued: *** * * *•k * * * * * * * * * *'k *•k *•k *•k * *** k****** * * ** * * * * * ***** * *•k * **** * * ** *'k* ** *'k* ***•*** Permit Conditions:�w•_, 1. It shall be verified in.wr,,i';tt643,7to,`,`the U tities Inspector that the landscape,)•.r".Aaation system cont.ai:nsa,State Department of Hea,,i,, p .. "t;�i epprovec� double check v '�] ve. assembly. This shall be dome 'pr iorpto, the Finai Inspection J �' MFr' -• ," "•My i 4 ▪ o o t,, w , c. „Y. �, ¢f. a"� qy w. !ma'`'r ^ � J' 1 °'4 : • of 1 _ �,. KiA y9 ,P nL j '.. J'; eta „s ,.z`" V `^ 4i' $ /,-"/ C �. _ t i y`t ` 0 i, t i ,t4 Iv-----' q.. • ',:1--::::/ ✓ l ,... ', o Permit No: PW94 -0097 C.' ih r;. • 45 • L wf� V; i. '. STORM DRAINAGE Permit No: PW94 -0099 Status: ISSUED Project: HOMELIFE Site Address: 402 STRANDER BL Location: 402 STRANDER BL Parcel #: 022320 -0010 Wetlands: Sewer: N/A Contractor License No.: NORTHCE292KS TENANT HOMELIFE FURNITURE STORE 402 STRANDER BL, TUKWILA, WA; :9818 OWNER FIDELITY ASSOCIATES ` 4211 HOLLY LANE ; ;MERCER ISLAND 98040 CONTACT HOWARD TURNER,-;,. 7, 4 ,` `,= Phone:, 206 365 -7431 Issued: Approval Letter: Expires: Watercourse: Scopes: N Water: N/A V■trz, 08/22/1994 08/19/1994 02/18/1995 18420 24 PL4 -:NC, SE ATTLE,f WA 98155'; CONTRACTOR NORTH COAST`'ENTERPRISES'INC. r'' ;::`Phone :'•'206 364 -5300 P.O. BOXY 25850; :. SEATTLE,, kWA `98125 .,.. * * * * * * * * * * * * * * * *ri4'A**•k.* ** Ar'****** 4:k* *y* * * * *•k•k.* **•k* *****•k;�k* *.* *•k *.,•ktit.. **•k* *•k *•k ** *fir* Additional Perni:lt' Descriptions: "-L'. ,.';rsff r v, '_: STORM DRAINAGE �. »• r, A _,`�f4. r,=.«. ,'- ., Existing Square` Feet. .,`' .•j b: '' j ,;"Additional S.quare..:Feet,i' New Square Feet . m :. `,'', / S: Inspection •Fee:t `� • 1.5..00 14 Plan Check Fee. r•r: --='10.00::' ; TOTAL FEES: 25.O.0 �._..J,, `, \\ Va�1 ue"ot j Constructi on;�_::r r `, 1 .00 King County,,Va l uat:i on : � �. * * * * * * * * * * * * ** * *y�U` * * * ** * * *?*• kit********• k**** ik**** * * * * * * * * * * *; * *•*'* *,k * * * *•k* I hereby a;cc`ept €111s wpermit.,'and.`agree- to abide a,11 applicable ,se'ctions:,of the City of Tukwila Municipal Code.' We agree;: that the .City of •Tukwila shall be held harmless. f�'or. =gall ,:or any claims arising;`as; a result of, this, Project. Permits whi'ch`°<have'laps.ed beyond the expi'rat-ion'date•'shall require ,ar: re -app l i cat isan• ands, re i ssuance of the permit throu'gh, the City ° at', an. add i t i ona l r. Acct `,No : 412/34,2.400 Acct No:,.:000/345.830 fee. a., ti..,. r. THE APPLICANTMtlST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND. COMPLETION OF WORK AT LEAST ;24 HOURS IN 'ADVANCE. TO SCHEDULE AN INSPECTION CALL Signature: * *•k * * * * * * ** * * * *•k k *•0 **.tik k,tii'k APPROVED FOR ISSUANCE BYR :1 '.:Date:_ * k*******:*********** *w*; * * ** **k **}e *�k* * * *•k * * ** ** Issued By: _ice_ ®'_.^iDate 12- Authorized Permit Center Signature *************************• k************************** ** * * * *•k * * * ** * * *•k * *•k* * * *•k *•k I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date CITY OF TUKWILA Address: 402 STRANDER BL Suite: Tenant: HOMELIFE FURNITURE STORE Type: PW-SD Parcel #: 022320-0010 Permit No: PW94-0099 Status: ISSUED Applied: 08/19/1994 Issued: 08/22/1994 *************************************************************************** Permit Conditions: 1. Temporary erosion contr:p1:1-.mpasbr',"es2shallbe.,implemented as the first order of byiVile'si-ro—Feirdfit-s'eiti,VentWon off- site or into existl17-siorm drainaae facilities 2. All public storlifdrain,systemsand,!kthose portions of private systems (witqffie exdePti,orildres'ttfentiat'di-ivewaydulvert) within publicrighi'1,4-way'shall be constructed wIth,--„,, , „, 47., „,,,, ' Nn:5 concrete pApe up to, ,2 di,ametWand .nejnforce4,.concret pipe for/'12" anagneatem' A q. ''S;.' ' ., ,-, i 4 ' .. 'J \ ... AI/ 4k1'' t r,,, o. ;..,.■ ,,, ' A i 1/ ill, „,1” 4 . 7 fr '1.,;'4-• ,:'' +` ' ,•''' i ~6:4 '+.1',...—•, ., • .• ,,ce.:?C , i ,....,,--,• ..., !.. "I i' .....S.r•••- ,,,,,•......„..„,. 0 ,5,— erfr 4,',4+q. /'' VeV‘i. i ', ,,• ,--... c.., riat13 1. :?, 4,. r N, '''1:::.; 1,1'St.\ 1 ,e A1/4 "'", ' . . k■ , , ' *".■kh: ■ ' ."."7, .r.;:-••••••'... \ \ !'"11.1 ‘ ■:t. i '' \ U 1t-',1'3:‘...A *,---- 7 ... y , 7. ) . r i' : '...:::,%1 ::: ‹...„,re .7 •••". t`‘...' ‘ ' Id 1, i / '''''''.." ■ y. .;.,, 1, /x.,.,, „.,,- s I; v. ,, k V Al 7.-----4,..... 4, 1 -......y., 4,;,:t / ,,,' m,,,, \,, • 'N.,,, "..-..1 ..„,.. ,,,...j,,e': e........ I r• : 4.1... 4,, • . . . ?.?.?': !"ct ,•.4 '-t,' ' o. • • f.., .." r.7) (, „,, r ,' .1 I e +• , 1 ,‘,..2y t.■ • 1 , i ... 1 . ' ,,, 4; 4'' + ( 6 ■.;• • .4” /11 ./ rtY STREET USE Permit No: PW94 -0100 Status: ISSUED Project: HOMELIFE Site Address: 402 STRANDER BL Location: 402 STRANDER BL Parcel #: 022320 -0010 Wetlands: Sewer: N/A Contractor License No.: NORTHCE292KS TENANT HOMELIFE FURNITURE STORE ,_,_.,,��_ 402 STRANDER BL, TUKWIL.A�,wrWA<�98;1:88;�'{ OWNER FIDELITY ASSOCIATES:;.':...) ° °"'�"-- '''- -4 4211 HOLLY LANE MERCER ISLAND 98040 �" CONTRACTOR NORTH COAST,,:ENTERPRISES INC.: ; 4,, Pho11e; ., 206 364 -5300 P,O. BOX 25850, SEATTLE.,', WA►`981`25,. 't.: CONTACT HOWARD TURNER .' i:,, �'2, �'� r;; ;`Phone: 206 365 -7431 ****************X414**4A4****.4,447771*4******W.***4**),**1,0************ STREET us,E,/ Existing Squa're Feet: c, New Squa're Feet: , 7.1 :: Inspection Fee: Plan Ctieck Fee,: .,,,10 00' Acct No:'000/345830 • J it ************4**************-********,19k*******************:**:!****.11******** held harmless fprwall .or any claims arisfng,:as."„a resul,t of thisproject. Permits whfoti\hayerlepSed beyond the ex0Yrat4'on*-dite,--shal I require ,a, Issued: 08/22/1994 Approval Letter: 08/19/1994 Expires: 02/18/1995 Watercourse: Slopes: N Water: N/A THE APPLICANT:,MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND OMPLETION OF WORK AT LEAST',24 HOURS IN `ADVANCE. TO SCHEDULE AN INSPECT1)No CALL 433 - 0179. ' r t Signature: . p' -Date:__�`j .7 e - * ** * * * *•k * * * *k * *•k *** ,,� *'k. *k * * * * *ik* ****)?*******7177** * W.* *A * * *" •k•k.*•k *W* * *lk•k-k* APPROVED FOR ISSUANCE-BY ''•h-„�f ° �..� • • Issued By ate �'Jq Authorized Permi Center Signature k * * * * * *•k * *** * * * * ** * * **** PVC****************** ** * * ** *•k *•k *** * ** *•k *•k * * *** ** k* * * *•k ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date CURB CUT /ACCESS /SIDEWA'K Permit No: PW94 -0102 Issued: 08/22/1994 Status: ISSUED Approval Letter: 08/19/1994 Project: HOMELIFE Expires: 02/18/1995 Site Address: 402 STRANGER BL Location: 402 STRANDER BL Parcel #: 022320 -0010 Wetlands: Sewer: N/A Contractor License No.: NORTHCE292KS TENANT HOMELIFE FURNITURE STORE 402 STRANGER BL, TUKWILA WA 98188 OWNER FIDELITY ASSOCIATES* ,.:;.`':' 4211 HOLLY LANE','MERCER ISLAND 98040 CONTRACTOR NORTH COAST,, ;. ENTERPRISES 'INC. P.O. BOX 2 5856, SEATTLE,. WA `:981'25•: Watercourse: Slopes: N Water: N/A Phone :..206 364 -5300 CONTACT HOWARD TURNER Phone:',-::206 365 -7431 18420 24TH PLACE_ .N,. E. , •SEATTLE; '"WA 98155 ,t'.;•,: *** * *•k * **** * * ** *.*** tilt• k• k**. k• k* *`k * **.k * * * * ** * ***•k*'*** k* .** *** ** . * *` *** Additional Permit Descri` Lion . i ` ,, �.". CURB CUT /. ACCESS /SIDEWALK t,,` - ,, Existing Square Foot: Additional Square.,;Fee New SgUare Feet: Inspecti;on 'Fee: Plan Check Fee.: TOTAL FEES: King Count Valuation: - i'"'� 9 y,,`, 5 ,•, ,Va�l_ue' otConstr`uctaQn,:. "���:,; i .00 * * * * * * * * * * ** 4 * *Eytif* * * * * * * *: .kk * * * *` *'k:ik. * *ik * * * * * *, * * * * * * ** * *** * * * ** *4 * *•k * * * * ** 1 i, t - •- r 4 �,,,- ,. {) b I hereby accept th'js .perm�it,.•:and 'agree to abide :::a'I.l....,app1 icab1e section. „of the City of Tukw.i 1 a Mun i c -pal Code. We agree:`' that the:.. C i. ty of 4TuF w i l,a shall be held harmleszs, fo.' -a,ll for any claims arisi`ng•�aas:' a result of�`tht'proj,,ec't. Permits whic}i``,,have, laps4ed beyond the expi`r�a't�ion`sdat'e,°•sha11 requare a,' re -app l i cat iori, rye i ssuance of the per�mi t` through„ the City ` "at,,an/ 64d i t i ona l fee. r': t t 1 THE APPLICANT` MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND` ";COMPLETION OF WORK AT LEAST,'24 HOURS IN'ADVANCE. TO SCHEDULE AN INSPECTION'CALL 433 -0179. ,' ,- ` k Signature: • c Date: a * * * * * * * * * * * _ •k * * ** * * * * ** Acct °.No ."000/342.400 Acct •No:e :,000/345': 830 {7 , *1 ** * * * ** **;111.; - - -- ** 4f*****• k** *. * * * * ** * * * * * ** ** * * * * * * *k *k \** *•k•k *•k *•k ** APPROVED FOR-- LS•SUAfC.F 414 Issued By: -Date. Authorized Permit Center Signature ************• k******• k****• k• k*• k• k**.• k******************** ** *•k*•k* * * * * **•k * * * * *•k * * *•k ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date CITY OF TUKWILA Address: 402 STRANDER BL Permit No: PW94 -0102 Suite: Tenant: HOMELIFE FURNITURE STORE Status: ISSUED Type: PW -CCAS Applied: 08/19/1994 Parcel #: 022320 -0010 Issued: 08/22/1994 ****• k******************• k*********************(*** * * * *** * **'k* * *•k * * ** * **'k * *•k ** Permit Conditions: _ _ 1. A payment of $2,078 .00,,,f,o.r "aw f`ai;rv..;s'h; rem omf. road improvements to the Andover Park_ .We:st Sara'tide r- 81Vd -zi'nire_rs'ection and the Andover Park East/;t'rander cB .vd intersection ' 2. The applicant agrees to signa � "No,P;rotesttAgre"ement." for 6I�.t a.. 7a. fj. N �. , '4 aerr.4l ` ".% "' :�. upgrading the {current'• substan,dar d,.; water main`: f,Th i s; ree- ment ob 1 i ga'tf th`e �l,and awri'er to part i'�c i a:te;' �;i n �?_ 1 oca ;,t improvement'dis.trict,�for u.pgra'd'ing'jther. water`Msys.tem, bqt, "•, does not /Vial ve.,any �`righ,ts''to protesting the,•fair sh"ar,.e ,`cast assignment. to'•ithe•prop'erty. '"?k\,% 'f,' f f '= �, ; . jr x' x •i R b' ..4 '' X ,. t/ f� G; r• ei �„ e , t oe G'ri:ti`n.:'ZC�a f .,..‘ -,. i� 1, $ 1 G, •t '....._✓'"--- iv .(3 �, '. V::' t N � t: • fir„ * \kf����'`� Wt fK. :+ fk Fr A r { 1) t' - ?# r''+ n e'• oart,"Z. 411,1 City of Tub Y'la Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Applic n # �I ELI 3 ` (5c)- Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION OJEC:''`` Site Address: 49Z 45 r11 ) '\'2O FORMATION Name of Project: Property Owner: ViDeLittl U'L15 Street Address: 4 Zi ( C..t�l..t, ( '(Z- Engineer: ��ia .SZ,� X3•1 �- 9 Street Address: (21) Contractor:l �f4 CO?( e✓' 6}-rt Street Address: 150 'L' ( to t S�J. e'c O U) Phone No.: 'Z3Z ,4( 5 Cit /Stato /Z • : G61-1.13 Ci (a 0440 Phone No.: Co V( Q6 Qi7 t{� Ov City / State/Zip: sc4 Phone No.: '2aCo4 5360 City /State/Zip: JE4I7"11.fJ (A'Q q9)1.5 wnc. � King Cty Assessor Acct #: U 'L 2 -3 Zv CDZOContractor's License #: 122.70 I O2 l 2 iKe? Exp. Date: RMITS;<'! ❑ Channelization /Striping /Signing HCQUEST E© 1 1 Curb Cut/Access /Sidewalk ,° f i Fire Loop /Hydr. (main to vault) - No.: Sizes: (q ❑ Flood Zone Control Hauling g Land Altering 12a cubic yards ($ Landscape irrigation ❑ Moving an Oversized Load Est. start/end times' Date: i Sanitary Side Sewer - No.: fry. -kA16,,, Name: 1y1 f -J- U O rTtc Street Address:421 I Vcal, Lem6 WATER: METE '.DEPOSIT/ REFUND /BILLING: MONTHLY` SERVICE.;::; > ><<? :::BILLINGS TOf>< >` ❑ Sewer Main Extension ❑Private ❑ Public Q- Storm Drainage ® Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt:- No.: ! Sizes• -1 Deduct ❑ Water Only je Ill Water Meter / Permanent - No • 2 Sizes• I ❑ Water Meter/ Temporary:- No.: _— Sizes Estimated quantity: Schedule: ❑ Other: Name: X Water DESCRIPTIONOF >PROJECT > >? ❑ Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments No. of Units: ❑ Motel El Triplex ❑ Condominiums J CommerciaVIndustrial ❑ Office Retail SS New Building Square Footage: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 1-CO HUU Street Address: S-Sewer Phone No.: -1-12— C1ade&G City / State/Zip: ( u L i?- (JA3- Phone No.: City /State /Zip: 11 2 -Metro EStandby MISCELLANEOUS: INFORMATION':;' ❑ Warehouse ❑ Manufacturing ❑ Other: ❑ Church ❑ School /College /University ❑ Hospital ❑ Other: (.Remodel/ Square footage of original building space: 11 ic:00 Square footage of additional building space: 1 i c . Addition I. HEREBY CERTIFY .TH, AT.I HAVE . • D; :TH1S AP:..PL/CAT/ON AN XNO,W. THE :AME: TO „9E :TRUE :AND >gDRffEcTi: :: Applicant /Authorized Agent Sign. r- N�, _ 11[ ...�. _ L) Tl A-2,l-t 2 Contact Person1 L.aU � print name); t'fv --r- N Print Name: (, 9.(1 Address: V6410 2-4' Qt- • Date: CJ ti,-",/ 14 Phone: •gS 1 , s/Z. / 9 4, 1 ( i '-gt.4 Wa Date Application Expires: Phone: ' � a� . (14 J l c 1A'2,1 Date Application Accepted: 04/22/92 SUBMITTAL CITE @(LIST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection • Identify public right-of -way and any easements • Use standard 24" x 36' sheets for all site plans CURB CUT /ACCESS /SIDEWALK / CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope and runoff direction O Size of curb cuts / locations O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts O 20' of paving on all gravel driveways connecting to paved roads FIRE LOOP /HYDRANT O Type of pipe / hydrant O Size of pipe /location O Location and type of all valves O Type of bedding and backfill material / percent compaction O Distance from structures, storm and sewer facilities O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, CUT AND FiLL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan with temporary and permanent measures HAULING O Quantities of materials to be hauled to and/or from site O Copy of Certificate of Insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter and meter box O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill material / percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map O Dimensions (L X W X H) of overall load A ter t e u. rc ' or s Department as comp ete• t eir review an e . ans are approve •, t e app scant wr notr by letter concerning the necessary permits and requirements; an approved set of plans WI accompany the letter. If the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. SANITARY SEWER O Type of pipe - concrete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection point(s) to existing system O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection point(s) to existing system O Location of cleanouts and manholes O Type of bedding and backfill material /percent compaction STORM DRAINAGE (include existing topography and proposed grading and surfacing) O Type of pipe — concrete, ADS, etc. O Size of pipe / location O Percent of slope on pipe / length of run O Location of all structures O Square footage of area to be drained, including roof area O Type of bedding and backfill material / percent compaction O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe — copper, PVC, etc. O Size of pipe / location O Hydrant types and locations O Valve types and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system/tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter, service and meter box O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter and meter box O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule I: e j.: *************** 'k * ***** *k•*k•A•**********k*.4h* h.• k• 4 ***•k**A h*** ** *4*** CITY OF TUKWILA, WA TRANSMIT •***: 4* * * * * * * ** * * * * * *k *4* ** * * ** * ****** *** * ***.4 *•****k *A**•*•** *.:i* * *•k 1KANSMIT Number: 94000602 Amount: • 1,715.68 05/23/944:21 Permit No 894 -0197 Type 0-BUILD BUILDING PERM Parcel No: 022320 -0010 Site Address: 40.2'STI2AUI)ER BL. Payment Method: .Notation. Init: *************************** h****** * *h * * *** * * * * * * * * ** * * * * *.4 * * * * ** Account Code Descrriptian Paiel 000/345.830 PL -AN CHECK— NONRE8 1,715.68 Total (This Payment) : 1., 715.68 Total Fees: Total All Payments: Balance: 4,359.68 1.,715.68 2,644.00 Iwo r GENERA X1.715.68 TOTAL. 1715.68 CHECK 1715.68 CHANGE 0.00 2196A000 09:04 *** **** *** *** *4k* **** ** * **** ** **** Eck* ** *** ** **•k *** *,k*** * * ** *•**h** CITY OF.TUKWILA, WA TRANSMIT * * * * * * *** * * * **** *kk * ***:4 ** *** A.4***** *•*** * * * * /r* *i4 * * * ** * * * * *•k **** TRANSMIT Number. 94001090 Amount: 2,000.00 08 /2i�€��''c` /c ,3 :44 Permit No PW94 -O095 Type: PW• -HAUL HAULING Parcel Na: 022320-0010 Site Address: 402 STRANDER BL Location: 402 STRANDER BL Payment Method: CHUCK Notation: NORTH COAST ENT. Init: SLB * * ** * * * *4 ************************** ** * ** * **** * * *** * *•k *** * * * * * *It * Account Code 000 /386.500 Description.. i3ONDSfDEPOSITS Total (This Payment): Total Fees: Total All Payments: Balance: 2,025.00 2,025.00 .00 Paid 2,000.00 2,000.00 GENERA 2000.00 TOTAL 2000.00 CHECK 2000.00 CHANGE 0.00 4875A000 15 :26. •C 47k)--i3 ia)16 ;`. GENERA : 4* k* k***:**** k * * * * *:Fr*k:k**kkkkk*kk***�k�k** & k* **.************�$.*k*? ** , GENERA CITY OF TUK�WILA, WA ' TRANSMIT GENERA * k:Fk***,*, 4s4“** h*** k**** k** 4e**** **** * *kkkkk ** * ** * ***ic*** ** * *•kkF #. GENERA TRANSMIT" Number•: 94001078 Amount: 25.00 OS/22/94 09ai,4 • GENERA Permit NO: PW94-0094 Type: PW7FLH FIRE LOOP /HYDRANT tENERA Parcel No: 022320-0011.0 • GENERA Site Address: 402 3TRAtTER !IL GL"NERA LcicFt,t ion: 402, STRANDER. 14L GENERA Payment Methed: CHECK Nota•ti"on: TURNER 8 ASSOC . Init: SLD GENERA *** * *** * * * * *k * *k** *k* * * ** ** * *.kti4 **- 1riv* * * * * * " * * * *A * ** ** *ot,k * *'** ** *si ft * Account Code Description 0"00/345.830 PLAN CHECK - UTILITY 40 1/342.4.00 INSP FEE ,: FLH /LX /WME Total (This Payment): Total ,Fees: Tota1 All Payments: 8al.ance: 25.00 25.00 .00 10.00 15.00 126.00 30.00 10.00 15.00 20.00 220.00 10.00 15.00 Paid GENERA 10.00 GENERA ; 15.00 10.0 0 GENERA 10.00 15.0 GENERA 100.00 25.00 GENERA 175.00 GENERA 15.00 GENERA 25.00 ***** * khk**.********************** *********k***** ** ***** **•**k *A* 'CITY OF TUKWILA, WA TRANSMIT * *A * * *k *k * * * * * ****** * * * * *h ** **** * k * * * * * *•k *k * * * * * * * *kk* *k * *k * *** TRANSMIT Number: 94001089 Amounts 25.00 08/22/94 13:43 Permit Nio: PW94 -0095 Type: PW-- I'IAUL HAULING Parcel No: 022320- 0010., Site Address: 402 STRAN!)ER BL Location: 402 STRANGER BL Payment Method: CHECK Notation: NORTH COAST ENT. Init: SLB * A*•, n*********************************• **• * * * ** * * * * ** * *•k * ** *•k * * *•k ** 08/22/94 Account Code ' 000/345.830 000/342.400 Description PLAN CHECK - UTILITY INSP FEE - UTILITY Total (This Payment): Total Fees: Total All Payments:. Balance: 25.00 25.00 .00 Paid 10.00 15.00 25.00 Mrs" rr, -'r"T ,,7,+ .�, •• . 77'. v • GENERA GENERA TOTAL CHECK( CHANGE 4874A000 10.00 15.00 25.00 25.00 0.00 15:26 **+**+**** ****k****+*+*+**+********+***+**********++**A***+* CITY OF TU�--LH WA °m� ' � TRANSMIT ***+***++ ***+*****+******+***«+*********+********+**+**++***+* m e Amount: TRAN�M3T u b r: 94001080 . O �� 156 08/22/94 ' 09:14 Permit No: PN94~0096 Type: 9W-LA LAND ALTERING PERMIT Parcel No 022320-0 (40 4 Site Address: 402 GT8AnDER BL '. Location: 402 8TRANDER BL Payment aymen Method: CHECK Notation: TURNER & ASSOC, Init: .SU) *«*+***i**a*****+a***+**a***a+**+a*****++*****+****+********** Aocount Code 000/322./00 000/345.830 ` , Descriptjon BUILDING - NONREG `PLAN CHECK - NONKEG Total (This Payment): Total Fees: Total All Payments: 'Oalmnce: 156.00 156.00 °O0 Paid 126.00 . 30.00 156.00 (ji, `H14/ *******+** *+******+++***+**+*++**+*****+***+**+******+***+**+ CITY OF TUKWILA, WA TRANSMIT *********+**+*a*****+***********+*w+*A*********+***************+ TRANSMIT`Numher: 94001081 Amount: 25.00 08/22/94 09:15 Permit No: PN94~0097 Type: PW-LI LANDSCAPE IRRIGATION Parcel No: 022320-0010 . * Site Address: 402 GTRAJDER 8L Location: 402 GTRANDER ML Payment Method: CHECK Notation: TURNER & ASSOC. I. it: 8LD A*******+*+***************+****+*******+******++*+*****+**++*** Account Code Description Paid � 000/345.830 PLAN CHECK - UTILITY 10.00 401/342.400 ' INSP FEE - FLH/LI/WME 15"00 Total (This Payment): 25~00 Total Fees:' Total All Payments: 8alance: 25.00 25.00 .00 ° 73 0/249y * ** ************* ********* k****A*** **** **Ak. ********kk********* * ** CITY OF TUKWILA, WA TRANSMIT * * *k*1 ********* k*'******** * *k *k **k. ** * ** ** *k ** ***•A****** * * * ** **kk TRANSMIT Number: 94001082 Amount: 240.00 08/22/94 09:15 Permit Not PW9.4 -0098 Type: PW-SSS SANITARY SIDE SEWER Parcel No: 022320 -0010 Site Address: 402 STRANDER BL Location: 402 STRNADER BL Payment Method: CHECK Notation: TURNER & ASSOC. Init: SLB ******* * * * * * * *A * * * * * * * **•A• * ** * * * * *,t* * ** * * *• ** * * *** * * ** * ** ***•* * * * ** Q Account Code 402/342.400 402/388.102 Description INSP FEE - SME /SSS SEWER HOOK-UP • Total (This Payment): Total Fees: Total All Payments: Balance: 240.00 240.00 .00 Paid 20.00 220.00 240.00 Rik 407' * ** *** ****k********k************ k* ** ******** A•****** *A•*k** *** * k*k CITY OF TUINILA, WA TRANSMIT * ** ** * *k*** *k•k********k************A *Ali•** ************* ******* *A* TRANSMIT Number: 94001083 Amount: 25.00 08/22/94 49:15 Permit No PW94 -0099 Type: PW• -SD STORM DRAINAGE Parcel Not 022320-Q010 Site Address: 402 STRANGER SL Locution: 402 STRANGER 81. Payment Method: CHECK Notation: TURNER 4 ASSOC. 'nit: SL[i *********k.******•*******•***•*******• k**** A * ****A• **•k *******A•** *•k *•k ** Account Code Description Paid 000/345.830 PLAN CHECK *- UTILITY. 10.00 412/342.400 INSP FEE -» STORM DRAIN 13.00 Total (This Payment): 25.00 Total Fees: Total All Payments: qulance: 25.00 25.00 .00 '4v f?....*:r!t';«�;'.'r ":'�'^�'v, : "T•.^'^ -.7.' . r ...er- �..•... -�s,r; ,^•.�'1pr; :'+-^.nnr�!!+.... -. ;- '^"T.r!..; ... - . �'•"..C'c= ��w..w�.w" -.•' 'rt'''.e' ^.wfMl�t• . -77-77 . 0. _..y873 **************k** ************************************A4******** •******* *k*•k* *•k** ******** **kk *** ** *** CITY OF TUKWILA, WA • TRANSMIT * * *k * **•k * **'* *****k* *k*** *** rah **** ****k**k*'* irk ** **•k **•k*.kk******k* TRANSMIT Number: 94001084 Amount;' 25.00 08/22/94'09:1G Permit No PW94•-0100 Typeu PW-SU STREET USE Parcel No 022320 -0010 • 9ite.Addre4s: 402 STRANDER DL 44 . Location: 402 STRANDER BL Payment, Method: CHECK Notation: TURNER & ASSOC. Init: SL33 ****** * * * * * ** * * * ***•k * * ***• * *•A• * **** * * * ** * *•k * *•k *•k h' * ** * *•k *** *** * *** .Account Code Description Paid 000/345.830 PLAN CHECK - UTILITY 10.00 .000 /342.400 .INSP FEE' - UTILITY 15.00 Total (This Payment): 25.00 Total Fees: Total All Payments: Balance: 25 ..00 25.00 .00 r •.r •..nr1�+'a" "�,y ^"'���s!»•. -�^!e r• -- - ...tin - ',.- r. -.'+ • x.-; e,- ,- ^- .1.^t•w!! "!*'+�•en'7'w'. ..... ^r..^^ •k************* ** *********** A* ** **k***** *• *k*** * *kk•,. **k***** ***•** CITY OF TU.KWILA, WA TRANSMIT ************ k**** kk**** k********* ***** ******* **kk** *k**** *kk **** TRANSMIT Number: 94001085 Amount: 325.00 08/22/94 09 :16 Permit No: PW94• -0101 Type: PW-WM WATER MET E.fj0 aVOI}IT' Parcel No: 022320-0010 Site Address: 402 STRANDER HL Location: 402 STRANDER E3L Payment Method: CHECK Notation: TURNER & ASSOC. Init: SLR **************** k*** l************** * * * * * * * * * * * * * *+A *** * ** * * ** * * *k* Account Code 000/345.830 401/388.102 401/386.520 401/342.400 401/343.405 Description Paid PLAN CHECK - WATER METER WATER CONNECTION WATER INSTALLATION (DEP) WATER INSPECTION FILE WATER TURN-ON FETE Total (This Payment): Total Fees: Total All Payments: Balance: 325.00 325.00 .00 10.00 100.00 175.00 15.00 25.00 325.00 GENERA 10.00 GENERA 15.00 TOTAL 846.00 CHECK 846.00 CHANGE 0.00 4873A000 15 :25. A*.****** A.********.*.*********** A**** * * * * * * * *• * * * * * * * * * * * * * * * *** * * ** CITY OF TUKWILA, WA TRANSMIT **** *** ** *14 ***** * ******* *•**** * **• •** *** *************1 * *** *** *• ***** TRANSMIT Number: 94001086 Amount; 25.00 08/22/94 09 :16 Permit No: PW94 -0102 Type; PW -CCAS .CURB CUT /ACCESS /SIDE Parcel No: 022320-0010 Site Address; 402 STRANDER BL Location: 402 STRANDER BL Payment Method; CHECK Notation: TURNER & ASSOC. Inita SLD *** k***** kk*** k**** A*k * * * ** **k *** *k * * **A * *k*k*k*** ** * * *k*** *•k ** Account Code 000/345.830 000/342.400 Description PLAN CHECK - UTILITY INSP FEE - UTILITY Total (This Payment >; Total Fees; 25.00 Total A11, Payments; 25.00 Balance; . 00 Paid. 10.00 15.00 25.00 X73 0l2.2/qy f r• *****************************A CITY OF TUKWILA, WA **** *k** k**k *A ************** A** TRANSMIT Number: 94001125 Amai. Permit No V.:34-0197 Ty Parcel No: 022320 -0010 Site Address: 402 STRANDER Payment Method: CHECK Natati ****A******* *********k********* ***********hk** *k *****k****" * **•A* 1•RANSM]:T ************/ * *k k•kA••k *A*kkk *A k•k*** knt e 2,644.00 08/26/94 14:47 pe: O- BUILD BUILDING Pitt04 BL on: FIDELITY ASSOC. Ir►it. SAO k *A•. * * * * * * * * * * *A• **** *k ** * *Ak * * *** Account Cade 000/322.100 000/386.304 Uescr i pt i or► 0UIL0IN( NCINRES STATE~.; BUILDING SURCHARGE Total (This Payment): Total Fees: Total All Payments: Balance: 4,355.68 4,8,9.68 .00 Paid 2,639.50 4.50 '2,644.00 GENERA . 2639.50 GENERA 4.50 TOTAL 2644.00 CHECK 2644.00 CHANGE 0.00 5064AOOO 15 :24 4A h#kkkAkkA h•kkAkkkkAh #k.kkkk•/ kkktkAkkAkkkikkAA*AkkkA*IT* %k•hkh.i kkAk CITY OF TUKWIL.A, WA TRANSMIT k kAk *A A k k** k*• k***,,k k• kk#• kk* AA* A•k##• A •kh *A *A•kk *A #•A•k *•A•k•kkkkkA *A *A.4AkA:4 TRANSMIT Number: 94001479 Amount: 300.0() 11/10/94 13:28 Permit Na: PW94• -0101 Type; PW -WM WATI:11.ME'rER PERMIT Parcel Na: 022320-0010 Site Site Address: 402 9'r"RAN3)f:R :GL .. Location: 10 F'EET.WEST. OF METRO BUS SHu:LTER. Payment Method: CHECK Notation: (MODERN SEWER tryit: SLp k*Ak *A**AA*AAAAAAAA *AA•A*A *k• AAA •AAA•kAA•AA•AAAAkAkal *AAA**A*4 kAot *•kA0** Account Cade Description 111iJ4'?i4 401. /3883.102 WATER CONNECT1.ON 1:5.00 401 /386.520 WATER INSTALLATION-(- EP): 175.00 Total` (This .Payment):;. 300.00 Total' Feesg 625. 00 Total All Payments: 625.00 __. ..._..___w_.... Balance: .QQ GENEF.A 125.00 GENERA 175.00 GENERA 10.00. GENERA 2225.00 GENERA ' 350.00 GENERA 15.00 GENERA 25.00 GENERA 15.00 TOTAL 940.00 CHtC4s<;: 940.00 CHANGE 0.00 7297A000 15:24 11 10/yy t*11 7ig7 *4 *A * *A* *•k* ***** k***• kA**• A*' k**• k****/r* k•k **k *k **kA **A**•.4k*A*** * **k CITY OF TUKWIL.A, WA TRANSMIT *******/eA* k• AJr** 4***4 **'* **•4*4* ***44*•*A* *A.4**A **4 k* *k•A***•4 *4 *4**A* TRANSMIT Number: 94001477 Amount: 62i.00 11/10/94 13:26 Permit No PW94-0163 'Type: PW-WM • W( fl R METER PERMIT Parcel Na z 022320••0010 Site'Address: 402 STRANDER BL Locatiarl: 10 FELT WEST OF METRO 81.18 SHELTER. Payment Method: CHECK Notation: MODERN SEWER 1111 t: 51_13 • kA4** 4*• k** k* h********** A*********** * *14* * *44 ** * *4 * * * *4* * * *h *A **4 ** Account Code Description Paid 000 /345.830 PLAN CHECK - WATER METER 10.00 401/365.102 WR'I'ER CONNECTION 223.00 401/386.520 WATER INSTALLATION (DEP) 350.00 401/342.400 WATER INSPECTION FEE 15.00 401/343.405 WATER TURN-ON FETE 25.00 Total (This Payment): 625.00 " Total-:Fees: tip" ;.00 Total All Payments: 625.00 Balance: • .00 * *? A4v*****•*: h'• A.***** A** A** A•*• A*********** * *k *et•* *•A ** * **A * * *** *t4A * *•** CITY OF TUKWILA, WA TRANSMIT * * * * * ** * *A•tit *it *•**A *• ** ** ktk A * ** * *** *it* * * **•k11* * * ** t * **** * ***** .TRANSM,IT Number 94001478 •Amount: • • 15.0() 11/10/94 13:27 Permit No: PW94.0164 Type:. PW -WM • WATER METER PERMIT Parcel No 022020 -0010 Address: 402 STRANDER UL • Location,: SE CORNER OF PROPERTY Payment Method: CHECK Hatatian: MODE•»RN SEWER l:nit: SLE) **** 4***4******** 4* 4*** 4** ** *** *** ***A *'A********** **:t* ** *,*** *** ,Account Code Description Pa.i:cl 401/342.400 WATER INSPECTION FE(: 'Fatal (This Payment): 15,00 •Total Fees: 15.00 Total All Payments: 15.00 Balance: .00 Li vootco CITY OF TUKWILA 9 $L1 ESTIMATE OF BUILDING PERMIT FEES a ! I C2Be mctoitcyi Based on $ value of construction. Building Permit $ 5 �� Plan Review $ State Surcharge $ `� 5 Other $ TOTAL $ «35--9 r *The plan review fee is due when the application is submitted. CITY OF TUKWILA *Jr Address: 402 STRANDER BL Permit No: 694 -0197 Suite: Tenant: HOMELIFE FURNITURE STORE Status: ISSUED Type: B -BUILD Applied: 05/23/1994 Parcel #: 022320 -0010 Issued: 08/26/1994 **• k****** k******* k*****• k***• k**• M**• k**• kkk**: k* k**** k*• kk• k• k•k•kk*•bk•k•kk *•k•k *•kk•kkkkk* Permit Conditions: 1. 1. THE APPLICANT HAS REQUESTED THAT A METAL MESH MATERIAL BE ALLOWED TO REPLACE A SOLID WALL MATERIAL FOR THE HVAC SCREEN AND THE SECOND FLOOR,: SCREEN' -'WALL ON THE EAST AND WEST ELE- VATION, SUBJECT TO A :DEMONSTRATION,,TO THE SOLE SATISFACTION OF THE DIRECTOR' -OF:, THE DEPT. OF COMMUNITY,; THAT THE FINAL PRODUCT IS PERCEIVED ASAPPROVED BY THE BOARD OF ARCHITECTUR AL REVIEW (03-0083), ,THIS 'REQUESTED CONDITION TO DEVELOP- MENT IS APPROVED WITH A RECOGNITION THAT STAFF HAS CLEARLY STATED TOTHE ,:APPLICANT_ •ITS DOUBTS ABOUT THE SUCCESS OF THE PROPOSAL, BUT ITS WILLINUNESS'?TO.'OBJECTIVELY REVIEW THIS NEW APPROACH. THE APPLICANT AGREES THAT FAILURE TO SATISFY, BAR REQUIREMENTS WILL REQUIRE WALL REPLACEMENT. 2. 2. COLORS AND MATERIALS SHALL BE AS APPROVED BY THE BOARD OF ARCHITECTURAL REVIEW (.L93- 0083), EXCEPT THAT THE ACCENT TILE ,(NOTE 5.1) MAY BE REPLACED WITH A PAINTED DRYVIT OF THE SAME ` COLOR' AND REFLECTIVITY. 3. 3. SIT: IS THE ARCHITECT'S RESPONSIBILITY; TO ENSURE THAT ANY:;; CHANGE ,,FROM THE BOARD OF ;ARCHITECTURAL REVIEW'S APPROVED,DESIGN =. HAS ; BEEN PEC,IFICALL'.Y rA.PPROVED BY THE DEPT:' OF `COMMUNITY DEVELOPMENT (SEE ,B. A`.FR, \ FI,LE• L93 -0083) . 4. No changes will b'e made to the,` plans, un 1 ess approved by the`,; Architect and ,:.the Tu,kwi.la'Buiid,ing;$Division 5. Plurnb;ing permit shall` be`obtaine'd,,_ through :Ytt e ?.Seatt1e- Kzi,ng County. Department of Public Health'.: ,.'P1,umbing wi11 be inspected.;by that agency, including •ail gas piping } (2 9 6 -�.4, 7 ? 2'' • 1 ,:S ' f ✓ ' { ,� 1 �., 6. Electrical °'permit s ,shall be obta tnied `•through the , /ash i ngton , State `tl;vlsion,, of Labor and Indus. triesand �al-1 electrical work wi'`1'1�`:be inspected, by that ag'ency (2248 -6630) '' i 9 � 3, ,� rE r 7. All mechan;ica l wot,k shall, be under separ ate` permi}ti t;hrougi7, the City i'f'--Tukwila,✓4, ..• r'r "2'r 8. All permits,'`; inspection records, and approved plans shall be maintained available at the . job site prior to the.star~t of any constructions:, :, These documents ar�e';to be maintained available until final inspection' approval isgrant ed. 9. When special inspection:'is required either the owner, architect or engineer shall .notify the Tukwila Building Division of appointment of the'inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 10. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspectors knowledge, in conformance with approved plans and specifications and the applicable work- manship provisions of the UBC. 11. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 12. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 1'B. Readily accessib()access to roof mounted e ment is required. `✓ t 14. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fic tion showing the fire performance rating thereof. .15. Sul/grade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 16. A statement from the roofing contractor verifying fire retardant class of roof will be required prior to final inspection. 17.- All construction to be done in .conformance with approved plans and requirementshe..;Unf?f:o'rn 4'1,411ding Code (1991 Edition) as amended...•by :tl eAila Shirigton "Stte`Bu-ilding Code, Uniform Mechanicall;�.Cgde (1991: Edition), and WOh��i�ngton State Energy Code (199t,,7,Second Ed I t i on) . e `, `4 ° a+ 18. Notify the Cri'tj/ of Ttkw1Y'a'��Bu; ldirg" "Division prior "to; 7} # ~fit '� t� n .* f` " 'S , .fi tix. placing any ��concrete..s; . This� procedure {pis i ?n addition tito;\any requ i reme Y f or,� sphec,i a 1 rinspe"c"t i do vg�. , ,,�,: �,,,� ��i 19. All strL4,t "Vi-al? weliding .hall �ie \d,one by W A „B.O .ce'rtif`ied. welder, d .p c,ia': in.spected`'w{C�eeo', 06 (a) 5'yUBC)l..'_ ° ' 20. All s i tura l concrete sh” ,i1 be speb is l i nspei ed4 (a) 4111 .' J(No, {0 �,\A ` „ 21. All a •k ;torage4'r equ ire's a s par;ate permit throug' tt1C i tr} of T g i la':. ,sStrz'uctura�l calcu .t-"ions..v:stamped by a Wash n,g on Sta �e` 1 i tensed - Structura1...Eng'pis`neer ,sire required for' ^acl store a over eight (8)-"Feet yin ;,heiglit:y "i,. 22 There shall be: no ..o "ccupancy iof ,the'.`bu i l d i ng (s) until thp," ' f i na-1 "i nspect ton,'has°'been comp le'td /by �'.tt e Tukwila Bu:i i d iY g. Ins`p ctar;: ;, 1 i :d j 'i f , °:4.. 2'.3 V a l'-i,d i t y, p f Permit The, 'ti s s ua n c e •' o,t ,a : p er m,f t or approval . <.0, plans., specif'icat�i;ons .fan'd;�Jcomputat•.ions, sha;l�l not be con- str4.ue'd to 6e a, per'mi,t;,. f,or�,. or aria appruva'1,of, any viola,,t`i' n of any of the 'provisions of this` 'c,bderor/';of`• an other ordinance ..of' the Jurisdiction. No' :- perm i t, .pres' ming °'to give authority, <:or :v i o,.l ate or cancel the p.rov i.s�i ori'of thus code shat 1 }x t e va`) Id. L` r.,, INSPECTION RECORD C Retain a copy with permit `SPELT • N NO. PER rl •. / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ect: ' t x r Type of inspectio • • Address: Date Called: Special Instructions: Date Wanted; • I Z -115 am. .m.. Requester; �Q t . tc_ " Phone No.: IZ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: (C*--k-o [Inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: .7.1 i�?r�llk INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206) 431 -3670 Project: Q. ((e.- Type of Inspection: _ni Addre _ i Z /V Date Called: ' L) Date Wanted:Lk- -- I r� am p.m. Special Instructions: - a:..,pt r, "( f `.( . Obik .`s Requester. C Phone No.: 4. r7(605 ❑ Approved per applicable codes. Corrections required prior to- approval. COMMENTS: ' 1 faRgeg, vA N s ‘q, 0 . �! &(--c-- r C t11 ScAr - - (A NEL.. Ni L"c • V % 4- 6)t-c - - _ _ • A2E4 r Rp, q9 -4040 m nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eoeipt ' o.: e: INSPECTION O. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206) 431-3670 • ro ect: i '1 -t• , . 2,,k--3---- o nspect on: (-14 ,S te76 Called: 1....... 9_5 Address: 41.77:;.; gt...2.4,014/ z jjate -LI Special Instrirge— peze,i4 (54,79.. 1-,1 1' Date Wanted: keit....9 5 . . . Requester: Phone No.: K. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • () ILI f c---q a R. P4-1'sz—V1 R‘f ft.zr q-N 0C-7 A i---..0.—Afi-oficty44.PP. ;400‘L‘rr. srtles APPO nspector: .___ , . 2,,k--3---- 'ate:. ci ( 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. oceipt o,: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1,34-/ or� PERMIT 40. (r (206) 431 -3670 Project: ��'Ca . c a ress: L/c 2 - ' ype o nspedwn: ,t /� / h, / 4, dr I : e C. :.: Special Instructions: MoS, 0 3 c � g/ j Date Wanted: s ..��} am. 0 Requester: lr/dr� �~ f — i'i^ Ppne No.: ,V,�7y3/ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS; ❑ $30,00 REINSPECTION FE - REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. et Date: 0. IT. tea INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. (206) 431 -3670 ro� —Roty (? 1 (-E'�.. Type of Inspection: p� _...,11,10 l Address: Li O. U1�Y Date Called; Special Instructions; P� OO —ih Y �h a �n cRequester: }q ( °D r � y- Di In R qu -O ►�3 - Date Wanted: am. P.m. Phone No.: ❑ Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. [ecePt No,: Dale: 1 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Pri Breci: CYY-V2 At'+,P Type of Inspection :1/1t—'fantr):1() Fin,i Date Called: I c,..2— Address: S. -k-roTy) .ey ,61 pecia Sl Instructions: e4 4.,/,./1 ob4., I' V & nadA . 4, 64/ 1.. ....■ -, Date Wanted: i .....50....(q tsi am, Requester: I c s , __ Phone No.: Approved per applicable codes. COMMENTS: Inspector: 0 Corrections required prior to approval. Da1e)13)A, 0 00.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 60) " Ol cf7 1576 717: �A �1kQ. glib 1.. ___-‘ _ ��!/ CT��JI•*'e ype o nspe �n: �i n 01/4) Address; L(O -t-.lo�nd.QY Bt Date Called: Date Wanted: !a-frGisi + / f I C� � c�q '•� yam, p,m. Special Instructions: % 5 0 — Requester: eob (,3 t t .f Phone No.: D.:5,... s:),(.4 � ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 717i`S Lry 4q /4 D1yiAJz glib 1.. ___-‘ _ ��!/ CT��JI•*'e 4 Fi- ,..5 4 iii c/IOd�r- r'e.% _5 a__ _ "ea 41 L ' e1 /• > �„'s5,,, ,4 �..e° /-7,/- e1' c- e -efif' 300 /, c, 61 /00 G, 41-` A)/-, 7.c'M / A4,.4, un - / 4 ) 5/-4'/ - - krt., // „A..., .� IRO _. - - ' . nspector: i �• ❑ $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid,; at 6300 Southcenter Blvd., Suite 100. Calf to schedule reinspection. Dale: .'., =— O INSPECTION RECORD 0 Retain a copy with permit INSPECTION O. PERMIT NO. / CITY OF T KWILA BUILDING DIVISION 6300 South enter Blvd., #100, Tukwila, WA 98188 .q1 431-3670 1377c—V. (1/-z- — Type of Inspection: 1 A (14/7 44aliii-(6 Address: qoa 5kyosrld.ey 61 Datc'eded: IQ- a's- qt4 Li S pecial Instructions: i,,•-.19....0..rei"/„, fl..../y) . Date Wanted: / al---- tr':.1;2rZ Requester: ,,,,/,Th Phone No.: 411 P1(,)d 9 El Approved per applicable codes. (1 Corrections required prior to approval. COMMENTS: .01 A - ../ i ( • i n d - 4- , el A I A ii/evca4,03 1 1/191( 00),;11g6i, , L L, , rzulo 6if)__ • rot:FI ?//1), / 0,"16 "Ls 1 nyk,k, .01),1). -7',-/IL - 44 I I 10 4 k ti "I ns or: 0 $30.00 EINSPECTIR1. FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter BlVd., Suite 100. Call to schedule reinspection. • • 4.•'• F•• e INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 :r4 .,„ Project: niel-i Type of Inspect on: .— L.-E7 C L 1 n), Address: Lio„,,L.4-nuAmo.6-eL. Date Called: Special Instructions: Date Wanted: i( Requester: Phone No.: 63,, Approved per applicable codes. Corrections required prior to approval. COMMENTS: (1--E9rf I L- A It-r-Pr.St Igtht APemv%0 7 o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: v INSPECTION RECORD Q Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6/9''1 PERM' , N0. / (206) 431 - 3670 ro ecl: �� r— AXt∎fi " ral . Ct 44 ��/z. 966714 i /JArsr- -- ' '504CgS /AM9 /1.61.A.,-(AP j)c 1/Z- nrc/Jc ype o nspedion: ii-o%e_... ress: / l�!j : " Special Instructions: .. „„ �, Date Wanted: ' / � rt� m p.m. Requests . ,'�� Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' r— AXt∎fi " ral . Ct 44 ��/z. 966714 i /JArsr- -- ' '504CgS /AM9 /1.61.A.,-(AP j)c 1/Z- nrc/Jc 1 M 6 A-ek.. d I fl? i L 5PA Cc 'A ` nspector: 2 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i Date: O INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 -76— toou 5 of Inspection: cit• iftw,"/ A e5c2 54 644 de)v rlft- Dal ailed : Special Instructions: Date Wanted: /) — —7 - 4-. arm .1(; Requester: P)1143' Na: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS:.. ...- 1 1.. ptztot- A epitts in...72 (-11Q E.-er-- A /2-A a 14) tNS - 5 ( 0 ‘ (A) Lc. i tii J3 A /UiA NV 1- It 1 .4-C., 5 HA-PrS 5 CA 63 f T6 6.71--<*t, AP,A-cNVAL... , .. CM 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 160. Call to schedule reinspection. eErr-iNep o.; jDelo; INSPECTION RECORD Retain a copy with permit 1 SPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • totect: m + (te • 1 t ype o nspection: ! V� / t I Ad ress: n -a- c�v�d �(d Date Called: 1 a / 2 / 94 Special' Instructions: IA) (51A9 `� LS k � Date Wanted: C� I �'/ ri / ! LI a p.m. Requester: l ne N Phoo.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 'i1 , 6-t t/1-11 v ?2 4 c ,4/e/uv, Inspector: r" ❑ $30.00 REINSPECTION F E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date :) . INSPECTION REC ®RD Gl3w Retain a copy with permit PERI4ttT N0. / (206) 431 - 3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • ro ea Marfa ciAM ype o nspect t , n' i : e * e.: i/ Q 6 `, d're .&- ,1614.C,,V 5 //4:4. Special Instructions: Date Wanted: // rJ n CI `, m p.m. Requester: f.�( , Phone No.: - 176J A,...Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: � /6.4_, � ).4- c�� 1 �T. 2t' ,� /dL.,. e71 r -e,f_tm !-/ill .5 4' nspector ' 'mz-vail ❑ $30,00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: CaII to schedule reinspection, (ReceptNo.: Date: INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. 1 (206) 431 -3670 Project: litS2- Type of Inspection: /n ' �, •6, Gc Address: ��� . f c-/� �� yYY G 1/ Date Called: /(/9 v/ 1 Special Instructions: Date Wanted: f /(840/91 am, m.l Requester: eR I Rona No.: q 8-7G Approved per applicable {codes. ❑ Corrections required prior to approval. COMMENTS: • �U. (i-?� � t 0 2. nspector: 161111472011.. • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. G� INSIttTION RC'ORD 1 Retain a copy with perm! c c' INSP CTIO NO. �• PERMIT •. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4.1 % (206) 431 -3670 Project: 14‘..m....)... ` �` e -- -Type of Insp c( 4,-,Ad 2_,6 4 7 Address: 40 L &Mot -- d-Q l' Date Called: j f 21 C-5.40 5) £9 L-e____ e LAt 1/ .14'1 Special Instructions: t Date Wanted: I(12.1T am. Requester: It Phone No.: oa4`i 76, 09 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: Szkidl ; f / I E7il c( 4,-,Ad 2_,6 4 7 /5L r'h, -- . L) %'A, ./A•evvs., -5 /51- leiv <-- C-5.40 5) £9 L-e____ e LAt 1/ .14'1 p 2../.4<_ Z • G his 6,4...; / zel-- r3/41,/ 2.,s-'d /-"" �SU.,.. Lei a 4/- Z.. , , - )....g.i- 2..- // z- ?'s /t n 41F. 4...111111111.41Ls ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I`s ECTIO 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD L Retain a copy with permit PERMIT NO. (206) 431 -3670 • ro ec : ype o nspectjg�� Addsess ,....' / l'a� 7 v I Date Called: /I/ .I q Speaal Instructions ; ;' , 5U _714 <..... e/" ' �ii G�7 -ffT? ,/rx h'1,,,7 • Date Wanted: / I / Op.m. Requester: -> i 14-0/9"- Phone No.; rPI4 740. y' --Approved per applicable codes. COMMENTS: • 3 t t A 1,-412 ti PA Gv16 t. a. ❑ Corrections required prior to approval. Jlnspector: �^ G ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt No.: Dale: , INSPECTION RECORD.' Retain a copy with permit INSPE ION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 —OI91 PERMIT N0. (206) 431 -3670 Project: 1_0141% 1....... I. /n � lypeol lnsp ecti ort S 1 � IA IQ 41'01-1 Address: , U Z 1/01 �e, V N ✓,pate Called: Special Instructions: Date Wanted: , ( a'' , am, m Requester: r'' , L. Phone No.: �, ,(, / r 7 pt VILApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • /v, "J / �� 2 4- �/�► vl / 5 ,P% /A-. .�, # 1� iv f r ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid a 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. IReceipt No.: fie: I SPECTIO 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT (206) 431 -3670 Project:1, 11y ` r ,c Fype of Insp ection: --1 ' ` 5 bt , rt-fl ot, Addrew: 40z, 5,hia et Date Called: Special Instructions: fj e.--b t/, 4.1-t DO Date Wanted: I I — 11-014 am.E Requester: g 110,44 Approved per applicable codes. ❑'\'Corr,eotiofts /equired prior to approval. COMMENTS: {^' k.) ?Ft'! -{ /J�,/] %� _ N 6 (-tM _ ivAZ�(...• -. (L7Lc� t 631-G VA?6TL 5 !i W La s (Atm.4, - cf`,C (pi -P1"_ ! S / 1 '2- *- (...t)/4-0 I.1G� f> G% 4 Az-4 . Date: 1, I, ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter. Blvd., Suite 100. CaII to schedule reinspection. Receipts .: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project:Lrt j� 'Y .mss Ft-criik -- eael -i•c9dL. wA BLS — Fit-A rn % n Type of Inspection ✓�� l Ad 0 iLz.) N Gc'-rn�cri-- ...r.rm,: Pita • ; • CA ,.w ity . Address o 9. ,�rarider w' . Date Called: /l�15� 9} w Av..... i ^:14..n . +t `3 A . f Az- .S iP Al— 70P. Spedal Instructions: -t ti, s Sp �.�. Date Wanted; /l // �/ �// 7 ((am)p,m. Requester: /` I C d /`4 Phone No.: 4-760 [Ks Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • .mss Ft-criik -- eael -i•c9dL. wA BLS — Fit-A rn % n A P P (WWb . Ste+ t..r !L_ I % N1S A w10 Ad 0 iLz.) N Gc'-rn�cri-- ...r.rm,: Pita • ; • CA ,.w ity . 1 � c.c� ti-v. m r3 " "'F-u kl rt..... ~" ' L. r NG` i 6-ra C.A..SOOLES I A r & f 1�- "A il-- /20 -QUA 8 ? b) 1 A ,� 2 3 . n-0- „..bv maw. io LuNy.61n)c.j w Av..... i ^:14..n . +t `3 A . f Az- .S iP Al— 70P. ❑ $30.00 REINSPECTION.FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule relnspection. Lt No.: Date: INSPE • 10. INSFrECTION. R.CORD` Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Soutilcenter Blvd., #100, Tukwila, WA 98188 PERMIT 0. (206) 431 -3670 / liar Iron Ype o nspect o .rte" LAA74l Cm :+ 4 17? �'J . Special Instructions: al Date Wanted: / 0 am. p.m. -F.-ea t-? .v K7. _.L-r - t-,ea�S/ . Requester: Phone No,: q _ '-fie(.) Approved per applicable codes. ' ❑ Corrections required prior to approval. COMMENTS :: ' (, t� / F,,� :+ 4 17? �'J . /�7 A., cee t , ' �/ e 4' —,7 sCr-e//7/-,yi-L. 7. efe,_/-v, ;_d. ( ' • nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . :.... ..._. • 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 roe: Aro f„-i- ,-A2.- ( .e. ype o nspection: Addrknr„,) L..,),/, reit,idet.., .z/vci. Date Called: Special Instructions: Date Wanted : i 1 -Om. Requester///frt/ — W.' / e. 1 1- - Phone Noi._: Approved per applicable codes. E.1 Corrections required prior to approval. COMMENTS: J 251, 404 /"- /44 7-4 &? fievt-qtr,t, ex-, itt7 El $30.00 REINSPECT' • N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspectlon. eceip • Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 ect: ro 9,74 ( � Tpe oo /) nspe )� address: F Date Called: Special Instructions: Date Wanted: / %'',� .. Requeste r:71>( t Phone No.: 4 176, 0 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: t 4 Inspector. �wU f(" ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee ust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING ,DIVISION 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 (206) 431 -3670 ro ect: /6, tee", Type of inspection: ro? Address: q r1 toic Z/VG Date Called: Special I I Date Wantedatht , //3 / 94 p.m. Requester. Phone No.: z:221 / )76, (,) Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 'R ca• ikt ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspectlon. 4�j INSPECTION RECORD Retain a copy with permit P CTIO 0. ol.:.,.,,..,`>.:;'..�... -CITY OF TUKWILA BUILDING DIVISION t, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PrgjectJ -O Q bit(-2 � Type of Inspection: / a./%;-.7 Address: 9, . r� �,l' e Called: /1/17 i Special Instructions: % �r (7 0...••i r 6) a /'- + Date Wanted: �� � CO''' Requester; • tip: Ptbne No,: /q �r� VC,Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ?—‘)-0e. Sli `IPirtA ‘1.-C1 NA r L ►JG I s c.tivv—•c 61 S Per IA L.. I NJ 3f.--.emu NI . . C:L. A tom" k„,..._7:11.6. r ) t �t-<' � u ; s Si'�n -AO (fi Ai'i"Ac c- lwA4"�•f' b, , ,Jc, tip: -: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter'Bivd., Suite 100. Call to schedule reinspection. I PE 10 Q. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA. BUILDING DIVISION 6300 Bout enter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Prodjere 0e Type of Inspectiofj69di, 4 -10( Ad)) "... 4,- //o /Sp afinstructions: Date Wanted:, am. Requester Ptoie Nolf Ze 9 c(Approved per applicable codes. COMMENTS: El Corrections required prior to approval. o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' INSPECTIQIN RECORD Retain" copy with permit INSPECTION NO. , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 nI (206) 431 -3670 Project: ', I ype o nspectw V n: / i Addre ; l n ,,..<9 a `T/ Called: Special Inst cti i ns; Date Wanted: / 17. �. - ^r• �%Ar�'t r_. RequesterF; d 1i Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. "Bate: Receipt No.: r .:,� u.R- .71d�.i Lor.iS.tir �r��itva► INSPECTION NO. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. /. (206) 431 -3670 Project: �Ch1� L Type of Inspection A / 3 �j Address): p , L � i Date Called: /O /& j ∎.... Special Instructions: Cl I Y2 /,-, vl . ,J0 AO 4N' Date Wanted: 4 PG-9.‘-7 am p.m. Requester: equester: Phone No.: Pr...Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ecrirTigno.: Date: J SPECi60N N0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • oject: i► a evt,e, � YPe o ns.: « ,n: n ' e.. Address409, + is ✓4 /4✓ a tei Date Called: /b/ / 7` 9� Special Instructions: Date Wanted: cl/ Hy/ i5 q am. pnt Requesters K PhoneNo, *4 '7/0'69 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 0 �P l-zlid2?. �'JG( `its G�JA -2iC? ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: Date: ,r.W%S=ii Q4 Vi5i terli iiirii"` tJlTldiYrtiv�. L t.T..'•L"... INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206) 431-3670 ID Project: CTP-1 ype o nspect n: /.- Address: ,.4.9v Date Called: Special Instructions: eir.-50 .e)vo, pate Wanted: 0 —0 Requester: 1 Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ANIMIWIPAIIPAr.Alej • Cl $30.00 REINSPECTI 0 FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C INSPECTION Rr ECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: x,,o,.),u_*oe Type of inspection: „� ./D /� j 0 Date Called: 70 ?'Address: Special Instructions: 5 ) t Date Wanted: lQ Requester: 6 !� Phone No.: pl' �l ' / ' .74,z) ❑ Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. nspector: ❑ $30.00 REINSPECTION FEE SQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 iq PERMIT NO (206) 431 -3670 • r : ct: -trine, iCP.} Fin% UVE) to, ype o nspection� BOO f , iv . A411:9 S1 r2 the e r 6/ Date Called: g , '_ 6 W g Sp al Instructions: } 17y) pyvv palm) Date Wanted: - c),,-.9 a . . Requester: R' c f;,� Phone No.: `t ' r�V[ 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' A` DiCk - re p a.a 6 t...zylvS CJ6 nspector: $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. mop o Date: SPECT1ONN� . • rt 41) INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 1 Project: Type of Inspection: Address: 1/€02 y 7 61,ge , ., 4 • ; -: . " - Q9---2,61-,' Date Wanted: arlte9 Special Instructions: / •' C,20 Requester: Phone No.: 2_6 f ele--7‘ ea 9 pproved per applicable codes. COMMENTS: ' 0 Corrections required prior to approval. o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • 2- NSPECT1ON NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 P (206) 431 -3670 roiect: ,,op / / ype o nspection: 4r �/ fir/ .r. ` r- + -A-- C c m 1. ` vJ'K -e..). 4-.44-4-4....1„,- r Specie Instruct ons: Date Wanted: . p.m. Requester: �A Phone No.: w /Q kApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: s L,77 7 7 ",�,� �A -e- (9 V4 S- e -,.t or- /7t.N- ` r- + -A-- C c m 1. ` vJ'K -e..). 4-.44-4-4....1„,- r w--Z. St- W o.N . Pt\ -1.. Cki)/4- t. G*L:4"-• kt-lk: ayy-■‘-4N**--i&- tm. (A- o AA) < .SL-v- f c1 r f +,,,0,t.1..jCa.c 4 S A -1, , n.,...r �,..N— ..9.r- -srp "tt......_ ct r 0.0.A.„N, a . )-,1 nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectign, fee must be paid at 6300 Southaenter Blvd., Sulte.100. Call to schedule reinspection. (Re: zu..1/1110c..11t. .,.ra._...0PY:,.Id!!^.l ■ltbtilx.,,i ..r�."_... >� �......:a +..s, C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 Ofq -7 t. PERMIT NO. (206) 431 -3670 ro ect: $ r Y ype o nspect • n: 0 Address: 704 Skya.tft Date Called: Special Instructions: (\/ - o ti- Date Wanted: 9 _ i _47 Requester: -F,....16 lc - - Phone No.: .� ... 4, i (.069 Approved per applicable codes. ❑ Corrections required prior to approval. 7`J 3p�'C -rA tr. r w e 1-14 12-► Aw i_ / s d .5._tTC- r nspector: Y • l..- NI, e: — _ ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. Call to schedule reinspection. `. � INSPECTION RECORD Retain a copy with permit I`SPECTIO` `0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 007 PERMIT NO. (206) 431 -3670 ro ect: M g,G. t F- C--/— ype o nspection: p (...."\I a ' z oar ) Address :40 2 T.Qd 5 arP Date Called: i A ? (9 ..'"" . Spada! Instructions: 5" r#4 re rc6.17 ifo st)OK6- - Date Wanted: am. p.m. Requester: A (...., 6(122 / hr C' Phone No.: 6.1- -.517 ac) ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' 6„ S L „.ogyz< p 1 > e v - 6 - / L , o P o t `S t c am / le/4r/ 7)-- ( 1 Q C 8 7 A � c D 1; 5"oc2) ie_e• Wow G'Icc t Sc 0 7-r A l ODL-G , 864), 5" r#4 re rc6.17 ifo st)OK6- - P.414,24rArG . Mo-n m`(e? . ffoc.Z> 6.4-C/< . ?) 75QG' -- To CoMPCC�—Te" #2)So'X / so Z =137SD ° =) -,.. 'A(1) 12./3©! -4,-,, c/ - ( i24-5 1 2 t,As -K( op Y) 7 V (= I, 5 -2750) tl S A1'PkovC�D. SACK p,ACf . / ,, / Sc O-rr J''tvo,e I tj NAM �_ • o: i Ifs ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Dade: i .l. City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director December 13, 1995 Mr. Bob Wiley Fidelity Associates 4211 Holly Lane Mercer Island, WA 98040 RE: B94 -0197 -- Developer's Project Warranty for Sears Homelife Second Floor Exterior Wall Improvements per Board of Architectural Review and City Council Action. Dear Mr. Wiley: Your request to vacate the subject Warranty has been granted based on the issued building permit to complete this work (B95- 0303) and the signed contract with your contractor to do the work. The release signatures are on the attached form. Please feel free to contact me at 431 -3684, if you have any questions. Since fly, Vernon Um tsu Associate Planner 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 (206) 431.3670 • Fax (206) 4313665 DEC 29 '94 03 :35PM TUKWILA DCD /PW M•'••• •`yr l.,i:4 . yl;u:!:�cN{y • :N /. I^. F. C' •'ty of Tukwila P.1 DEVELOPER'S PROJECT WARRANTY REQUEST FORM . r�-"%..d.-i+t., .a.f1'1•).••�, Xi •.iii- vX:.�4e:iir ;t; .tr r. e'.F .. Iar.. w. ,A•rbiri �.Y,�nLdt. , NAME OF DEVELOPMENT: Homelife Furniture DEVELOPMENTAADRESS: 402 Strander Blvd. CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) Store DATE: 12/29/94 NAME: North Coast Enterprises, Inc. ADDRESS: P.O. Box 25850 PERMPTNO,: B94 -0197 TEL NO. 206- 364 -5300 WY/STATE/ZIP Seattle WA '8125 RI' 'i pF fr ►,, • BE 0." Ir ED PL OC►_,! arre _►TEMA DESCRl • . Exterior Painting . Dryvit at Retail Building NC 4 .4. 0 Re. air Dama ed Extruded Curbs 14.1' ,7 i A_ 4. Complete Metal Flashing on Roof As the owner, or authorized agent of the owner, I hereby submit-011h or cash equivalent In the amount of • $ 13,500.00 ($150% of value to complete work described above) and attach supporting documentation for value of work, I will have this work carried out and call for a final inspection by this date: (___91../ 04 / 95 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower, If 1 fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree 10 complet II work listed abo prior to requesting inspection and release of these funds. " SIGNED: TITLE: ,A0AgkitOr I —wr rae••,�••••�rn:i - may.• votM.w•.• v+.,,.•, y, w..,+•. sl,,, i��:• �. a< a* wsw.. .war.�'a- �.�a::+,•w..•rw•..,.; �y:..aw• +we,�:,�41..�a;. ����a� ?•yyl{(:/�iyy.��•`�yIi: }•)��.•••,�/•{4ori. l «ai�.::�l:t�; ir.rw�7a�iF: ;(+ w! N ;: {�' 1'•! �:::W.:i.df���•((( 1�(.li �h:� ^ 1,!. SIGNED: AMOUNT: ,r62S CASH 6a,4 t sip CASH EQUIVALENT A� YI •1 THIS FUND IS A THORIZ 0 TO HE ACCEPTED. DEPARTMENT HEAD: {r CITY RECEIPT DEPOSITED THIS DATE: RECEIVED SY: .... v. N•••» 4•wr ,:••,iR «N:M1•Ntv1•.N•.wT.`l,•%.. .."'"! Y• kw*"."."'"•. w.. 1Hy'HP••.`'•a••••' ;•••••••,W..' t'....•:.J•nS..vrft.. •..w. r::•v: 1A: M^\ n•••. :,441y.,4••••••.•.w.:•:.v1..rA • 0.••••y •”••&•1. • •••• • •• „�• t • �. ti4 C7 r• Jf }�'pdaJ. ..w ♦a• N,r..y 1''i %•�� °�1,q o,<ti ': All work Identified in Section 1 of this form has now been completed 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty. l hereby INSPECTION AND RELEASE OF FUNDS request inspection and release of my cash/cash equivalent, DEVELOPER'S REPRESENTATIVE: NECKED BY: 0,_ • I have reviewed the authorize the r el DATE: 9 — --- ve work and found it acceptable and therefore se of the „r;y,e cas assignment. / DEPARTMENT: • r UThhORtZED BY: t.. ..1M:4�i.' •w.,..,},�l,:y: �'. ...: : »wGwt.•.•:: ^.q•;.••.•.u•.vp•:. G.a. �, /....r.. /•.rr:.g.�:..x4 '....•.0 •awnn.,,`,.ti.•.•t_C' r•n,. :.r.y:vs.:o:o. •: ^:.'w..'.4G*.. •a.,.:A.••.,.: >�rt:: «t ^. r:.•.�. // ';y:;a • ., . r•l ey yCh»MwINM•N••.• M:�uq•�..A• CASH EQUIVALENT — LE) 101 AUTH • ING RELEASE CASH CITY CHECK NO. Upon completion through Section 2, Finance personnel ahaJl send copies to: — Developer —Finance Department — Permit Coordinator, DCO AMOUNT: 7 RELEASED THIS DATE: RELEASED 6Y•: Upon completion sand copies to: , FINANCE DEPT. 44•••••: of entire form, Finance personnel shall — Developer —Finance Department —Permit Coordinator, DCD 12. 29. 94 02:34 ?M PO! City of Tukwila Department of Public Works May 28, 1995 pq t John W. Rants, Mayor To: Kim Crangi, Finance Department Fr: Greg Villanueva, Public Works Engineering Re: 402 Strander Blvd. / Homelife Project Ross A. Earnst, P. E., Director Please be advised, the above reference project has been ..completed and permit PW94 -0095 has been signed off and release.of hauling bond, Transmit Number 94001090, in the amount of $2,000.00 is ready for release. Please note the City receipt number is 4875A000. Please process at your earliest convenience. cf; Ron Cameron, City Engineer Phil Fraser, Senior Engineer Kelcie- Peterson, Permit' Coordinator file 6197) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 •. Phone: (206) 433.0179 • Fay (206) 4313665 , .4 A 't 1 I A A -a. -?) • .? I A A • ' A. 1 OF F:-;J1111[ IH.rt“.?v. : •• LL 'ELK • • Ct,t2 frt. ... •„ ? A • A l- ,I '-: I I A a , .). ., 771 e r_fit'IEL RA 2000. t.. TOTAL 2000.0 T CHECK 2000.i: CHANGE 0. C. - , ,.: ,:.1•;) - (.1, !, ''' '': r :: od/22../94::. ''' ''' 'I 4875A000 15:2 A RECERT:10 • MAY 1 r; iciou • • ..,,A*.8..8**.k***4A***** OTV OF TUKWILA.; WA ,*h****A***ftA.A.k.cih.* fRANSMIT Number: 9400 Permit No: .694- Parcel Nor 0223 Site Address: 402 Location: SUIT Payment Method: CHEC **.“**164,.***********o* Account Code 000/306.900 **A*********A**A*kAA*****k*****A***AA*A* TRANSMIT ****A*****kA**k******.t.4**A*A*A*kA4*:Ir 1 674/41mount: , 13,500.09/12/30/94 0951 0197 Type 20--001.0 STRANDER 13L E 200 I( Notation: NOR CH COAST ENT Ini t b'LU **A***********i*Ik**0*4v****1%*0*.A****** Description Paid BONDS/DEPOITS 19,500.00 Total. (This Payment): 13,500.00 If-BUILD BUILDING P "Ii70/94 Total Fees:' Total All Payments: Balance: 17.659.60 17,85"1.b8 .00 • GENERA 13500.00 TOTAL 13500.00 CHECK 13500.00 CHANGE 0.00 8571A000 15:15 DEC 29 '94 03 :35PM TUKWILA DCD /PW r'ty of Tukwlla P.1 DEVELOPER'S PROJECT WARRANTY REQUEST FORM .10m,sagg,Avitfib?,11 rem 11,1444t NAMEOFDEVE=LOPMENT: Homelife Furniture Store DEVELOPMENT ADDRESS: 402 Strander Blvd. CASH ASSIGNMENT NAME: North Coast Enter SHAl.1. BE REFUNDED BY MAILING TO: (pleas print) r 1 s es I nc DATE: 12/29/94 PERMIT NO.: B94 -0 197 &CW- 0(3 TEL NO. 206 - 364 -5300 ADDRESS: P.O. Box 25850 CITY/STATE/ZIP t l e Seat 1. Exterior Painting .2. Dryvit at Retail Buildin 3. Re air Dama ed Extruded Curbs r i 4. Complete Metal Flashing on Roof As the owner, or authorized agent of the owner, I hereby submit cash or-Cash equivalent In the amount of $ 13.500.00 ($15Q% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: o_,__._J 9 5 t, or risk having the City use these funds to carry out the work with their own contractor or in -house manpower, If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies, I further agree to comelet: U work listed abo prior to requesting inspection and release of these funds. SIGNED: Asmara xi11• SIGNED: AMOUNT: eiCti' fix, i ` l l J,:d..I.w;. a'IC Vt TITLE: THIS FUND IS A THOME D TO BE ACCEPTED. DEPARTMENT HEAD: CASH 6a,4 t • CASH EQUIVALENT CITY RECEIPT A!k V'7( DEPOSITED THIS_(*TE: RECEIVED BY,- 101001 ;1; ,,„ .:a.i9Gy' f ti'i'•.Y •:iv r...}(i,x kv. i.:t 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: All work Identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent, DATE: l' e; ' ' "` �' "" "`' ' 4,41v#0 e reviewed the above work and found it acceptable and therefore 1 have p '" i r �.. j i authorize the release of the above cash assignment. AUTHORizED BY: DEPARTMENT: CHECKED BY; Mr.; M�u�} �1 i wigs', 110 CASH EQUIVALENT- LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. AMOUNT: Upon completion through Section 2, Finance personnel shall send copies to: - Developer -- Finance Department - Permit Coordinator, DCO RELEASED THIS DATE: RELEASED BY: , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: - Developer Finance Department Permit Coordinator, DCD 12. 29. 94 03:34 PM P01 08113190 s December 30, 1994 NORTH COAST ENTERPRISES INCORPORATED Mr. Jack Pace, Sr. Planner Department of Community Development City of Tukwila SUBJECT: Sears Homelife Furniture Store Job #592 RECEIVED DEC 3 0 '994 COMMUNITY DEVELOPMENT Dear Jack: As requested, the following is the estimate to complete the unfinished items for the subject project. Exterior Painting Repair Extruded Curbs Metal Flashing at Roof Dryvit $ 3,000 500 1,500 4,000 TOTAL $ 9,000 X 150% of Value of Work = $13,500 Sincerely, Alton H. Herr President AHH /mo NORTH COAST ENTERPRISES INCORPORATED 1 5029 BOTHELL WAY N.E. SUITE 400 P.O. BOX 25850 SEATTLE, WA 98125 #223.01 NO•RT•HC•E292 KS GENERAL CONTRACTOR AL HERRING (208) 364-5300 FAX 361 -7027 15029 BOTHELL WAY N.E. • SUITE 400 • SEATTLE, WA 98155 • P.O. BOX 25850 • SEATTLE, WA 98125 (206) 364 -5300 • FAX 361 -7027 N223 -01 NO- RT- HC -E292 KS GENERAL CONTRACTOR CP Sheet Met cUi. (2OM) 778431$6 I , if MOWS ■riq 213.0 ‘,...dital Pager 340420 SHEET METALS INC Fiesidantial / Commercial Architectural Metals Metal Ro011its lillashinies. Etc. • 1i1318 laron Way 'AC** Pritchard Lynnwood. WA 64107 A 1 • • .1 • r tN6831eil w . I • 1.1 • (1/4.• I 1,•• fo. / • 1:7)‘ 1 • 146 TOY gain • #10eltiS ( • .10. •4 • ' •4•• to • 1 • • • • • .4 • . I • . ■ . It • . ,.1 1 1 1 1 A Fmorn t C oar 40.: : a p• smzermpus. OF 7 WORN C. :C)%7 .,, FIVC .4. :..3(0 ( 1C)7 . ,F. . I • 4.• , SZ (49 41. 29 41 1. • 1 • t 1 • d. 6 OP . ..t . 4 . • . 4 I • , • 1 4 , • .• .I, • . • A . • • I ..• 0 . • I • I e . • . • I .■ . t I • • . . - . . 1••••■•••••••••••••1,0 e24-41i,'" al I aCi , Lo 1,5 cc) its] e""'. 1:sfiezOR 81:14 ik.) Gr. "rpF.:. t-Iqc:10-e>,..C.:.7. "1"-o C--crri-i-)LzrrivoCi, 1 LL_ ni rL ¶ f 070.5 C1.4 la) se, -,1) e-1\i'b Vs oN OBR 51.) 11:: cz, ri4 E • i.--)ROCE.61,„› ,„... 42'4 r. , 12. 30. 94 06 44 AM P01 MULLINS PAINTING INC. 16400 4TH AVE Ne SEATTLE, WA 08155 PH. 11 PAX (200 364-0064 17 'if' // /0(zR4i41 MULLINS PAINTING INC. 3648994 P.01 4714 e›? /f9IX Athi4ov 4;44 4aw 6 d/d& eapr-) 4 4,6 1/4 A7-t./ e~",;4g ze/iV0v ;,og;P 1,-/Awaiet hAidzh-t fc /al 4_e77Aa& cw /ffy SUPERIOR STUCCO SERVICES, INC. LATH & PLASTER 4 /4:34,07- 1).. ©. x ?595 -e, .c.017171/4/ /�. s q # #. ' /4 /--i ;1y re .1 17747-",,, %, ''11 i.5- rn ..n co ewe> XI 0-'1 0.7 #r "`:44 e Vaf /ti e o 7 .041,y;. "Ai" f; r x.01 07441 r942 74 91 r'd'4 4...- 7444 .4 7033 N.E. 182nd • Bothell, Washington 98011 • Phone/Fax (206) 486-3470 tS#0 IC?N a {do a �n Syr: d�iv lip r f City of Tukwila DEVELOPER'S Pi .OJECT WARRANTY REQUEST FORM NAME OF DEVELOPMENT: SFQ' ( 7 1 E L( Fe s 7e.G DEVELOPMENT ADDRESS: 402 2 57`P b c7e- 41v D CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) DATE: (2 " Z:t --e/' PERMIT NO.: - O NAME: i¢ . FI DC_ L l A -5S©C(fel 'es TEL. NO. `Z0(O Z 3 L ADDRESS: q�(( (A L L, y L fuze CITY /STATE2IPV11G C.C1� ��Cr, 3L , (/c) /4-, ' f 7 I Q r DESCRIPi OF ITEMS TO BE COMPLETED (REFERENC PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED: .-S EeeioO Pc -ea C-Tt-a( . 6& (3 t 8 x >.T `i eel/4 P cvz As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( / 0 / c75 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to com : - all work liste = • ►v = •r • to requesting Inspection and release of these funds. SIGNED: /� ' 1V.11 EEC71Otil' SIGNED: AMOUNT: TiTLE: %. ' c e& • L• • THIS FUND IS A. THORIZ D TO BE ACCEPTED. DEPARTMENT HEAD: •• • •0 1 • CASH CASH EQUIVALEN i V DEPOSITED THIS DATE: F4 B.. CITY RECEIPT NO. v 4, RECEIVED BY: wn:••••,rm•.w::m:A) \.:. ... ::Q..x »:. Xcr:• T:: MP, v...;.?..'^ D?: C! �<:. h:, vn) v,%.'. v:.. n..<.: t![ ttn....:. ti.. i:.< i :. :.T: .9:<: SECT! tO COM lOted b 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: dilO e corn etea y' Olt . CHECKED BY: :! O.• 1.::'»% i�.'.; t. F'»:< Ci>: ;r,!.'f.0 ?:MhW1v:!!!JT'af<ti'.tiK is <UK4e.•04: :•:•:4.4/./. : a•C: i.:< {<•:4in.:tv:• .) ...:. • All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: 4`� Q,re___ DEPARTMENT: v0 tU omptered AMOUNT: CASH EQUIVALENT — LETTER AUTHORIZING RELEASE RELEASED THIS DATE: CASH CITY CHECK NO. RELEASED BY: , FINANCE DEPT. .t..C..» .. wv rwaxwanx•» .OW:aoaxoaux ....(( ucta..«•:aoww wa:<uat�: <t•:cv:<or w.:< cw.:• x.< ax>. i)):: a, o: tti<• r.. hw; .:'•`..�ana;r.:::.ca:`.,: <oxo:. �owr:: <•x<e. aria).: <av:,.«:»:au.<• :,:: u:<;< wx<n x«• kw<.:» a:,: y;.: F;::.:+::[ w� .:c•.;..:..:u...:..t;•:...,wh: Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD 0W13/90 J R• r' _ma December 28, 1994 Mr. Robert Wiley Fidelity Associates 4211 Holly Lane Mercer Island, WA 98040 NORTH COAST ENT IRISES INCORPORATED SUBJECT: Sears Homelife Store - Job No. 592 Dear Sob: As requested, the following is the cost to install dryvit over the m =tat siding at the second floor. Dryvit $26,240 North Coast's Fee 2,624 B & 0 Tax 136 TOTAL $29,000 Plus Washington State Sales Tax Please issue a change order for the above amount if we are to procee:. Sincerely, T r.1 16029 BOTHELL WAY N.E. ' SUITE 400 • SEATTLE, WA 98156 • R.O. BOX 25850 SEATTLE, WA 98125 (206) 26 •5300 • FAX 381 -7027 W223 -01, Np•RT-HC•E292 K6 ' 8NERAL CONTRACTOR •J-1Z3 ...S $O0 H.L,MOin ' vaa 0 2 : Z r_1 vs '1B F. SEATTLE-FIRST NATIONAL BANM I ' f'lC MEMOER FDIC lj�/� L/C NO: {:i 1 9:. 2 2 C PACE: Ir m J:i . z, 1,:�'�..i : . T«A D OPERATIONS 000 FIFTH, .!1vEtJU1s, !:'r,00r 1, - ' ::A'r'r•'LE, G Ac u:Ii.I':'xo;N r'• �1.O4 P.O. R0). 3P77, =}:i',Ti'!:,I:', li'ti7AIt C''I'0I•: 90124 DECEMBER 30, 19:714 t irS a Oc D ( CtAI Dr +f LEVIER i' ; :oa T NO. f:;193220 [31:1`!Iti^1.CI AItY: CITY OF 'aaKWI.i.,l1 6300 `J O U T EC:':: }II'.r) . R PE'. T U K3'J I J:,A , WA 91Q 'i APPLICANT: F ID:'.I, I T'7 117,3 C }C:1' A'i'I S 4211 HOLLY r,AI?t:, PIERCER 1 L.',ro, :•JA. 90C40 AMOUWT : US[) 45,000.00 (FORTY -FIVE THOUSAND AND 00/100 0.S. DOLLARS) P.' )' �r + ISSUE OUR �O I• , 11'� N D 't+ LETTER F 4. 1 r r'l;:, I, ., r:r�. 1,- ,�,U,a ocJ[, TRI ?r• i.... ��:> �,: STAND,:'; rJ J.I;.z,., r�. .>~,rnr. 0193220 I1; YO;.iR FAVOR, ! , ' ILIC :1'i I. A.'.f1..l!',%1Ei.,r; FOR i A't''.'ILI •)'.I' BY YOUR DRAFTS A SIGHT 7, A6i Ii 1r Lf-1 TR. P NATIONAL BANK, SEATTLE, WA ;, '','1':Lr:!f1 d?iI'', :.:JM:3' } AND DATE OF r['I11:: LETTER OF CREDIT. 'DRAFT ARE TO BE ACCOMPANIED F_!Y '!!EE PC ?r,GiY.11 f. DOCUMi::'ITS: 1. CERTIFICATION 5r,AnI C :•:L ",!ih`!''t;I:' I;'tiRL''( >!I"'.i.iv'ra TO 3i:; THAT Or.: AV AUTHOR IPM REPRESENTATIVE OF ^'r;':' CITY OF J'UKWILA, ri' I.J i'C?'J I `.,A , WA A :: I' A'J' 12, r : "W E HEREBY r3Y CERT:IF i THAT IN ''9E „OL F DETERMINATION of i'I'ir COMMUNITY Dfi:VlI.1oL:EN''i )1R!3i;YOR, CITY'. OF ';'CJ[''Cl,'J:LA, '1''J ILA, WASHINGTON, THAT :::.( :):'+I) r5VOR t' EXTERIOR WALL L COVEfRINC IMPRoV);11T.I1TS, THE NA—, URE r'1fdD is ''J,?i'a C.i: WHICH AI,E DEFIrI1 i) [3V 'PEi .' ?1PI'ROVED Pf A' ..'' :) w :r i IT T ;:; C' [i 1fFO IN THU CITY OF ',rUJl's11:L,A FILE i;C1. B94-0191 A'RJ:S1 :r.:c OUT OF TH2 PROJECT KNOWN OWN AS SEAR::', 1 p ,Ii T f JR ? !} STORE, T C:11 E 3 ,NT !0 i S i 1 OT 2 rf �'� ;AVE ? T "t ', , ' , i 1 T +f 1 1 ') ,' 1 DA HE T I3C,�/i)., a hT,';'CLR, .:F i<'... ! OT _ �..? 1�. ...))•r} ?,,...J.,,1:) ,���� C''F�:C'�.1.1.F:.J'li) Lea. .1F!i:, APPROVED l E I :1,7: r COi1!•II 'IC) ^ AND A ` ..?' CP.T!C )" CITI4 c 'A N :- f1 AT MI A f'., f'1V F. r' () (.:" 1'.r 'ION ;7:1'. .) O O N 3C), ►.. C 91 • 1' 2. THE ., r.r I :J A r, OF THIS ['., I•, J. .. V R 07 ... 4C i' 1 1 1; ';,'. :i1 _:C:::A[, CONDITIONS 1. D:1oIr.lS PRLOR U2DII 1 [?7 Jr:r* c ) FORM 8075 1/90 A,ISEATTLE-FIRST NATIONAL 8it.ehtlyef L/C '60: 0193220 PACE: INTERNATICAL 2R,YD'E OPERATIONS 00 YIFTH AVENUE, FII.00R 31, "?.EATTLE, WASHINGTON a104 p,O. BOX 6;2:11S17.F, -0AMITP(;TOP 917,.1.2e! 2, PARTIAL DRAVIMr AR1; rROPUITZ,D TUS LETrl'ER 0E CREDIT UNPIRL::1 •...:.OUHTERS OF SFATTLR-FIRST .611TIONAL BANK, LETTZ OF CR2D1T DAET:ii:.BT, CURRENTLY LOCATED AT .100 FIFTH AVENUE, FLOOP 31, r.:11t.TT;F:, WA;;TINGTOM 01 .IULY 7, 1995. WE HEREBY EN(AG7, WITH YOU rnAT 1".'RW:q8 API) nocunENTs DRAWN uomm .P0:1D IN EsTRICT C0i1PLIMIC1, WITH '7'ERNS OF TER3 LETTER. OT CREDIT iI r. DE DOLV MONORT:j? CPOC PrENTATIOE TO OS. THIS LET= OF CREDIT TS 2UBJI!C':' TO ONI12ORN AND PRACTICE FOR DOCUMENTARY cRrcaT.:;;t 19)3 REVISION, ICC PUBLICATION 1,10. 500. • / 4 / • '/I1/Za?2.V. II OP, t7t3): 1:31:1A111,3R1:', unus bIshup COSTUMER P7.CK0P gff 13JffMtmRUM 7.. ED GNA FURL Hobert A. Berg • 'Tr/ ri3ME1 FORM 6075 1 /00 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director December 13, 1995 Mr. Bob Wiley Fidelity Associates 4211 Holly Lane Mercer Island, WA 98040 RE: B94 -0197 -- Developer's Project Warranty for Sears Homelife Second Floor Exterior Wall Improvements per Board of Architectural Review and City Council Action. Dear Mr. Wiley: Your request to vacate the subject Warranty has been granted based on the issued building permit to complete this work (B95- 0303) and the signed contract with your contractor to do the work. The release signatures are on the attached form. Please feel free to contact me at 431 -3684, if you have any questions. Vernon Um su Associate Planner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431.3665 12/12/1995 14:51 2062367227 (:„ BOB WILEY PAGE 01 FIDELITY ASSOCIATES 4211 Holly Lane Mercer Island, WA 98040 Phone: 206 -232 -6465 F x AX 206- 236 -7227 FAX MESSAGE, Date: December 12, 1995 Tam VERNON UMETSU fax 431- 3665 Enna:_ BOB WILEY Sending 3_ total pages. incl a ing cover sheet. Message: Attached is a copy of my contract with Tuffey and O'Malley, Inc covering the installation of the cornice on the Sears Homelife building, and a copy of my letter to them extending the completion date to mid March. The contract called for the work to be completed by December 15, but the weather put that out of the question. It is my understanding that they have procurred the materials needed and that they will complete the work as soon as they can. will not renew the letter of credit. I have obtained a building permit to do this work, have signed a contract and I assure you and the City of Tukwila that this work will be completed as soon as practical. L&)6(ic r67. 3 3 03 ECE V ' DEC 1 1995 COMMUNITY DEVELOPMENT 1}1/12/1995 14:51 2062367227 Form A323 BOB WILEY PAGE 02 SUBCONTRACTOR AGREEMENT THIS AGREEMENT made and entered into by and between 4 e� : s sd ry . r 4. b5 N E-'ia .a:. � , here- , inafter called the ,Contractor and —f""tJFFE-44' ET ifl14LLE . ANC. hereinafter called the Subcontractor, WITNESSETH: The Contractor, for the full. complete and faithful performance of this subcontract, agrees to pay to the Subcontractor, in accordance herewith,' the sum of 'Fe 'F-re 114:903 0_17 1—÷4 EE 1411(. 317 %E17 •'P'f+tarce FirVe• doO /d• Dolia1s ($ id; g+,§ ) Payable as follows: rr 5t.0 I S zielcL>•/044de "Jr?, ez:/7 77aelvati 41/S4636' 00 ifri In consideration t refor, the Subcontractor agrees as follows: Paw 15� I ci'5 1. To furnish all supervision, labor and materials, and perform all work as described in Paragraph 3 here- of, for the consration of _ IN.. ..41.paisaf,Nor. caWirOwner. ,sand the general and special conditions of said Contract, and in accordance with the drawings and specifications and addenda of said construction by TtoilataEik 4 Av.saW . , e•R.'tc.&r d1Palpoia 4'•L.-45 4 4 -3 RE1/I_smmm dF 1O•4•'.5 Architects, all of which documents in their ENTIRETY are hereinafter referred 4maribikaatkiirelaseWibtA 61104.46 2. To be bound by the terms of -and alse -b• the PROVISIONS PRINTED ON THE REVERSE SIDE HEREOF. which are hereby referred to and made a part of this Subcontract, Subcontractor certifies that the Main Contract has been read by him. 3., at the labor and materials to be furnished. and the work to be performed by the Subcontractor are as follows: citaC4 S�y • , ,. ,.. �!'�Ct'E� /012 �RAOE CQ C) V .,LILT' N WITNESS WHEREOF the Contractor and Subcontractor have executed this agreement in duplicate, this Li ay of D060. . 19'is Subcontractor (PROVISIONS PRINTED ON REVERSE SIDE HEREOF ARE PART OF THIS AGREEMENT AND BINDING UPON THE PARTIES) 111111E111 I ii c 'j 1/12/1995 14:51 Ta cc: Sending 2062367227 BOB WILEY FIDELITY ASSOCIATES 4211 Holly Lane Mercer Island, WA 98040 Phone: 206 - 232.6465 Fa= 206 -236 -7227 FAX MESSAGE, PAGE 03 Data. December 12, 1995 TED R. BROWN Tuffey and O'Malley fax 337 -4033 BOB WILEY Curt Pritchard, CP Sheet Metals, Inc. fax 776 -2921 1 total pages, includan' g..cover sheet. Re: Contract eztention. Our contract for the cornice work at the Sears Homelife building in South Center called for a completion date of December 15, 1995. This is clearly not practicaL I have discussed this with Don in your office and have agreed to an extention to March 15, 1996. I think it is to our mutual advantage to do the work as soon as it is practical, but have arbitrarily established this March 15 date. Let me know if you have any questions, otherwise I will assume the above is acceptable to Tuffey and O'Malley. 3661 RECEIVED DEC 1 2 1995 COMMUNITY DEVELOPMENT (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0197 Type: B -BUILD Category: ACOM Address: 402 STRANDER BL Location: Parcel #: 022320 -0010 Zoning: CM Type Const: III -N 4 Gas /Elec: Wetlands: Water: N/A Contractor License No.: NORTHCE292KS Status: ISSUED Issued: 08/26/1994 "Expires: 02/22/1995 Suite: Type of Occupancy: STORE Slopes: N Sewer: N/A TENANT HOMELIFE FURNITURE STORE 402 STRANDER BL, TUKWILA, WA 98188 OWNER FIDELITY ASSOCIATES 4211 HOLLY LANE, MERCER ISLAND 98040 CONTACT HOWARD TURNER 18420 24 PL NE, SEATTLE, WA 98188. CONTRACTOR NORTH COAST ENTERPRISES INC. P.O. BOX 25850, SEATTLE, WA 98125 Phone: 206 365 -7431 Phone: 206 364 -5300 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Permit Description: CONVERT /REMODEL EXISTING WAREHOUSE INTO RETAIL SPACE. Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 Front: Left: SETBACKS Back: .0 Right: .0 Valuation: 700,000.00 Total Permit Fee: 4,359.68 *************** ******************* * ** * *** * ** * *** * * * * * ** * * * * * * * *** **sic* ** ** UV er Authorfjzed Signature Date Q6, )._Lgq I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I;am authorized to sign for and obtain this i}tlding perm Signature: Print Name: cer- L-. W l LEY Date: Title :' I(a''t'l d%?'��! Sr,G This permit shall become null and void if the work is not omnenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWIL4 Department of c4 .. nunity Development — Permit Cent.. r 6300 Southcent&r Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER f5q on-) PROJECT NAME SITE ADDRESS LU Iro n SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT .... .... . .......... Al BUILDING - s.. q4 initial review AFIRE - PLANNING A�P,PROVE 7-4UtL 94 (ROUTED) 71 /11llif INIT: QUIREMENT MMEN;1- CONSULTANT: Date Sent - Fj- j- j l.( Date Approved - - FIRE PROTECTION: Sprinklers Detectors U N/A FIRE DEPT. LETTER DAT '7 11 /9y INSPECTOR: ZONING: INIT: BAR/LAND USE CONDITIONS? ( )Yes REFERENCE-FILE -NOS MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: INIT: O OTHER INIT: BUILDING - final review BUILDING OFFICIAL TYPE OF CONSTRUCTION: INIT: CERT. OF OCCUPANCY? Yes Q No UBC EDITION (year): REVIEW COMPLETED INIT: AMOUNT OWING: (pla().ca CONTACTED p t -�� ' . �_f P 1 Q '�U�v' ) ff Ull, GC / �L�%t.� DATE NOTIFIED + r 0 BY: init. 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: ) init (. 0105/93 . „ • ....... .•3 City of Tukwila Fire Department Project Name Address John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 47/02 sr±) /r? A 6.-7-2 6 4— Retain current inspection schedule )</ Needs shift inspection Thomas P. Keefe, Fire Chief / Permit No. 1314-/- (;)/ -7 Suite # A/ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: v 701 42 // • Authorized Signature FINALAPP.FRM ate, T.F.D. Form F.P. 85 Headquarters Stailon: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 OTTO RO ENAU & ASSC RTES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725-4600 • Tacoma 627.4477 • Fax (206) 723.2221 12 December 1994 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Homelife - Sears 402•Strander Blvd. Ladies /Gentlemen: PERMIT NUMBER: B94 -0197 We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. 1. Soil compaction 2 Reinforcing steel (including epoxied rebar) 3. Reinforced concrete 4. Reinforced masonry 5. Field welds 6. Grout under panels 7. Anchor bolts 8. Nailing 9. Seismic ties Copies of all reports have b,een,.submitted to your office or are enclosed. Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau -Moser cc: Fidelity Associates North Coast Turner & Associates 2063657504 Post- IIt brand fax transmittal memo 7871 DAMES Te ,'" 500 MARKET PLACE; TOWER, 2025 FIRS (206) 728 -0744 I Fidelity Associates c/o Turner and Associates 18420 24th Place N.E. Seattle, Washington 98155 Attention: Mr. Howard Tu,mer Dear Mc. Turner: P.01 i1 t1 L 2 91994 1i;7BER 10S:3,/.1.41 1 ASSOC, Addendum Report of Geotechnleal Investigation Proposed Building Expansion 402 Strandcr Boulevard Tukwila, Washington Job No.28761- 001 -016 JNTRQAUC'TION We are submitting herein this addendum to our May 20, 1994 report for the above referenced project. We understand that the structural design at the alley to the east of the existing building has been changed since the original report. The new design eliminates the new wall that was planned along the east side of the alley. The new roof in this area will be supported by the west wall of the adjacent building, that is, the Computer City Store. Based on the information provided by the Structural Engineer, Mr. Paul Paget of Rani Swenson Perbix, this wall is currently supported by square footings of 5.5x5.5 feet in dimension. The footings are spaced at 20 feet center -to- center and support a design load of 55 kips, or a bearing pressure of 1,820 pounds per square feet (psf). With the additional toad, these footings will support a load of 59 kips, or a bearing pressure of 1,950 psf. In addition to the above change in structural design, the earthwork in the alley will be modified slightly. The modification will involve the placement of concrete panels under the new stab. The panels will result from the dismantling of the east wall of the existing building. The original plan was to dispose of these panels offsite. 'E)94-c)( T7 ornc:Es woRLLWlue Turner & Associates 2063657504 P.02 DAMES & MOORE Turner And Associates July 6. 1994 Page 2 The purpose of this addendum are to estimate the settlement of the existing footings due to the additional load and to comment on the placement of the concrete parcels under the slab. ENGINBIt1NG ANAJaga Settlement of the existing footings was analyzed for the existing and new loading conditions. The latter also included the effect of the overburden to be placed in the alley. The overburden was estimated to be about 330 psf which included the vertical stress from 4 inches of slab, 12 inches of concrete panels, and 12 inches of soil fill, The results indicate that the additional settlement of the footings due to the new loading condition will be on the order of 1/8 inch. CONCLUSIONS AND RECQMMUIDATIONS Based on the settlement analyses. the additional toad will cause the existing footings under the west wall of the Computer City Store to settle about 1/8 inch. This value will also be the differential settlement between the wall and interior footings. We suggest that the effect of this settlement on the roof, frame and slab of the existing building be evaluated by the Structural Engineer. We believe that the placement of the concrete tilt -up panels under the slab is feasible and economically viable. The concrete panels weigh slightly more than soil fill and the effect of increase in overburden is negligible. We recommend that the panels be placed on soil subgrade below the 4 to 6 inches crushed rock base which will underlie the new slab. Care must be taken in the preparation of the subgrade prior to the placement of the panels. The key issue is to prepare a level surface so that uniform contact is achieved at the soli- concrete interface, If more than one layer of concrete panels is to be placed at one location, the panels should be stacked on top of each other without any soil fill in between. oc6UREPORTS\TuaNER2.RW P DAMES & Moose Turner & Associates 2063657504 P.03 INIt DAMES tSz MOORE Turner And Associates July s, 1994 Page 3 We thank you for the opportunity to provide continued consultation on this project. Should you have any questions regarding the content of this communication or require additional information, please contact the undersigned. I osalH9: Very truly yours, DAMES & MOORE, INC. C.J. Shin, PH.D., P.E. Project Engineer �Iarbdna L. Chabra, P.E. Principal C Fi lti Prvri REPORT OF GEOTECHNICAL INVESTIGATION E ' PROPOSED BUILDING EXPANSION MAY 2 5 1994 TUKWILA, WASHINGTON For 1410Yne.L:r(e_ FIDELITY ASSOCIATES JOB NO. 28761-001-016 May 20, 1994 nrn. CITY OF TUKWILA MAY 2 3 1994 PERMIT CENTER WEN DAMES & MOORE . IA DAMES & MOORE 500 MARKET PLACE TOWER, 2025 FIRST AVENUE, SEATTLE, WASHINGTON 98121 (206) 728 -0744 FAX: (206) 727 -3350 May 20, 1994 Fidelity Associates c/o Turner and Associates 18420 24th Place N.B. Seattle, Washington 98155 Attention: Mr. Howard Turner Report of Geotechnical Investigation Proposed Building Expansion 402 Strainder Boulevard Tukwila, Washington Job No. 28761- 001 -016 Gentlemen: We are pleased to present herewith our report of the geotechnical investigation for the proposed building addition in Tukwila, Washington. Our services were authorized by Mr. Robert L. Wiley on May 5, 1994, and have been provided in accordance with our proposal dated March 5, 1993. Should you have any questions regarding the contents of this report or require additional information, please contact the undersigned. Yours very truly,_ DAMES & MOORE, Inc. 4 • Harb C habra, P.E. Principal OFFICES WORLDWIDE REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED BUILDING EXPANSION TUKWILA, WASHINGTON For FIDELITY ASSOCIATES 1.0 INTRODUCTION This report presents the results of our geotechnical investigation for the proposed building expansion located near the northwest corner of Andover Park East and Strander Boulevard, near Southcenter, in Tukwila, Washington. A vicinity map is provided in Figure 1 at the end of the report. The site is currently occupied by a warehouse /office building, surrounded by paved drive and parking areas. An alley, which is covered with grass and brushes, exists to the east and north of the building. The building is single -story, metal - framed with concrete tilt -up panels and a slab -on -grade concrete floor. The building is in relatively good condition. Overall the property slopes about 2 to 3 feet up from the street to the building. We understand that the proposed expansion involves converting about 12,000 square feet of office space at the south side of the existing building into a parking area, converting about 4,000 square feet of parking area at the northwest of the site and the entire east alley into floor space. The east wall of the existing building will be removed. A new wall will be built next to the west wall of the adjacent building. In addition to the above additional ground floor, about 15,000 square feet of mezzanine area will be added to the eastern portion of the new building. A below -grade loading dock will be constructed at the northwest corner of the new building. Concrete tilt -up panels will be used for the new exterior walls. We understand that the existing building is supported on square footings with sizes ranging from 3'x3' to 6.5'x6.5'. The expansion will require new footings in the existing building and in the area of additions. Based on the information provided by the Structural Engineer, Mr. Paul Faget of Ratti, Swenson and Perbix, the new column loads will be on the order of 35 to 70 kips and wall loads will on the order of 2 to 2.2 kips per lineal foot. Slab -on -grade is proposed for the new additions and their floors will match that of the existing building. The floor of the adjacent building to the east is about 3 feet lower than that of the existing building. As such, the slab -on -grade construction in this area will require about 3 feet of fill to be retained by the new building wall. We also understand that the east wall of the existing building and the west wall of the adjacent building are supported by square footing of about 5 feet by 5 feet in size. These footings are spaced about 20 feet center -to- center. A row of new rectangular footings will be constructed in the north -south direction. These new footings will also be spaced about 20 feet, but will be staggered between the existing footings to reduce stress overlap. The new loading dock will have a concrete slab -on- grade. The access to the loading dock will be provided by a below - grade, concrete -paved ramp at the west side of the dock. The ramp will have a maximum depth of 4 feet at the east end. A retaining wall of about 4 feet in height will be required. 2.0 SCOPE OF SERVICES The purpose of the geotechnical investigation is to provide recommendations for foundation support and grading of the proposed development. Specifically, our services included: 1. A review of our files for available information on properties and construction performance of soils in the vicinity to assist in design recommendations. Specifically, any available preloading and filling information will be used to prepare recommendations. 2. A field exploration program consisting of five backhoe- excavated test pits to depths ranging from 13 to 14.5 feet. The test pit locations are shown in Figure 2. A preliminary column location plan provided by Mr. Howard Turner was consulted to avoid excavation in the footing areas. 3. A limited laboratory testing program to evaluate the physical and engineering characteristics of the soils encountered. The program includes the moisture content of the subsoils. 4. Recommendations for foundation support of the proposed building. 5. Recommendations for site preparation and grading. 6. Recommendations for pavement design. 7. A written report with our conclusions and recommendations. 3.0 SITE HISTORY Subsurface information on the existing building is not available. We have conducted an investigation for the expansion of the Computer City Supercenter situated to the east of the current site. The information we obtained from Computer City site was used for this project. In addition, we have reviewed our files for other developments surrounding the project site. Based on this review, the site was part of the Andover Park Parcel 2 that was developed about 20 to 30 years ago. The project site was originally within a farming area. The native soils underlying the original surface consist of compressible, alluvial and marine deposits of silt, clay, and sand containing occasional organic debris. About 14 to 18 feet of fill was placed during the original development. At one block north of the site, 2 feet of settlement of the native soils due to the fill was recorded. Due to the relatively high compressibility of the native soils, surcharge preloading was used for most of the buildings in the area. 2 No preloading information for the existing building is available. Based on the conditions of the building and our knowledge of the surrounding developments, we believe that the building area was preloaded prior to the construction. The preload likely included the areas of the new additions. Our field investigation program, which will be described in the next section, confirms the preloading of the areas. 4.0 SUBSURFACE CONDITIONS The subsurface conditions of the project site were investigated with 5 test pits. Their locations are shown in Figure 2. The pits were excavated using a backhoe, and logged by our field engineer. All test pits were extended to the maximum reach of the backhoe at depths of 13 to 14.5 feet. The test pit logs are included in Figure 3 through Figure 7. The test pits found fill materials of about 10 to at least 13,5 feet in thickness. The fill materials are primary a medium dense to dense silty sand with a trace of cobbles (particles larger than 3 inches). A layer of medium dense sand about 1 to 2 feet thick was also found at shallow depths. These materials were compact and appeared to be placed in a controlled manner. The materials below the fill appeared to be an alluvial deposit consisting of stiff silt and medium dense sand. These materials appear to be over - consolidated. No groundwater was encountered in the test pits. However, the soils at depths of 4.5 and 13.5 feet were wet. A round, uniform gravel was encountered at a depth of 3.5 feet in test pit TP -5. The test pit was located about 7 feet from the wall of the adjacent building. It is probable that this material was placed adjacent to footings for drainage purposes. The wet soil at a depth of 4.5 feet may be the result of the drainage. 5.0 CONCLUSIONS AND RECOMMENDATIONS 5.1 BUILDING SUPPORT We recommend that the proposed building expansion be supported on spread footings. The footings will bear on the existing fill materials. An allowable bearing pressure of 3,000 psf is recommended for the design of the continuous and square footings. This value includes a factor of safety of at least 3 and can be increased by one - third for wind and seismic loads. All exterior footings should be founded at least 2 feet below the lowest adjacent finished grade to provide protection against frost action. We recommend that all continuous footings be at least 2 feet in width. 3 Footing Settlements: Engineering analyses were conducted for settlement estimates of the new expansion. The analyses utilized the test pit results and boring data obtained from a nearby site. The loads considered in the analyses include the building loads, floor load and that from the proposed fill. Based on the assumption that the entire building area was preloaded during the original development, the results indicate maximum total and differential settlements of about 1/2 inches. These settlement estimates are believed to be within the tolerable range for the building. The effect of the new footings on those of the adjacent building is minimal as long as the spacing (edge -to -edge) between the new and existing footings is at least 5 feet. )looting Construction: The footing bearing surface should be free of loose and disturbed soils. The existing fill soils include brown and gray silty sands. This material can be easily disturbed when wet. Care should be taken to protect the bearing surface from rain. Footings excavated should be poured in the same day. In case of inclement weather, a 2- inch -thick concrete mud slab should be poured for protection. Slab -on -grade Construction: Slab -on -grade is reconunended for the building floor. We recommend that the slab be constructed on a 4 to 6 inches crushed rock base and a vapor barrier. The subgrade should also be proof - rolled and visually inspected by a geotechnical engineer prior to placing the rock. Lateral Resistance: Lateral resistance can be obtained from the passive earth pressure against the footing sides and the friction at the contact of the footing and bearing soil. The former can be obtained using an equivalent fluid density of 300 pcf, and the latter using a coefficient of friction of 0.3. 5.2 LOADING DOCK RETAINING WALL A retaining wall about 4 feet in height will be required at the east end of the proposed loading dock. The following parameters are recommended for the design of the wall. Lateral Earth Pressure: We recommend that the lateral earth pressure be calculated using the following: 1. An equivalent fluid density of 35 pcf, PLUS 2. One -third of the surface loading. The criteria given above assume free - draining granular backfill and adequate drainage (weep holes, etc.) to avoid build -up of hydrostatic pressure. Lateral Resistance: Lateral resistance can be obtained from the passive earth pressure against the toe of 4 the retaining wall footing as well as the friction at the contact of the footing and bearing soil. The former can be obtained using an equivalent fluid density of 300 pcf, and the latter using a coefficient of friction of 0.3. 5.3 EARTHWORK AND SITE PREPARATION Earthwork and site preparation will be conducted in the following areas: 1) South side of the existing building The area will be converted into a parking lot. A maximum of about 3 feet of excavation will be required to reach the finished grade. 2) Northwest of the existing building The area will be converted into floor space. The earthwork will involve preparation of subgrade for slab -on- grade. About 3 feet of fill will be required in the western portion of the area. 3) East of Building The area will be converted into floor space. The earthwork will also involve preparation of subgrade for slab -on- grade. About 2 feet of fill will be required in the eastern portion of the area. The site preparation should begin with stripping the slab in the south, asphalt pavement in the northwest, and vegetation as well as topsoil in the east side of the existing building. All underground utilities should be relocated or grouted. Any soft soils exposed at the surface should be overexcavated. The surface should then be proof - rolled by a pneumatic -tired device such as a loaded, tandem -axle dump truck to detect any yielding areas requiring further over - excavation. After proof - rolling the structural fill can then be placed. Onsite soils available for fill will result from the excavation for the parking lot in the south and loading dock in the northwest portions of the building. Based on the test pit result, the soils are suitable for structural fill except that these materials are moisture sensitive and difficult to use in the wet winter season. When over optimum moisture content, these soils are impossible to recompact in place and very difficult to dry. Hence, if the soils become wet during site preparation, we recommend that they be removed and replaced with imported granular fill. The structural fill should be placed in loose lifts not exceeding 6 to 8 inches and compacted to at least 95 % of maximum dry density based on ASTM D1557 test method. The asphalt and concrete stripped during the site preparation can be re -used as structural fill. These materials should be broken down to particles smaller than 2 inches in size and compacted to the above density. The use of these fill materials should be limited to parking areas only. 5 5.4 PAVEMENT DESIGN We recommend a CBR value of 15 for the design of flexible pavement, and a subgrade reaction modulus of 150 pci (pound per cubic inch) for rigid pavement. These values are estimated for the medium dense to dense silty sand found at the surface. The subgrade should be prepared in the manner described in section 5.3. 6.0 CLOSURE The recommendations presented in this report are provided for design purposes and are based on our investigations and test pits. The existing subsurface information referred to herein does not constitute a direct or implied warranty that the soil conditions between or near test pit locations can be directly interpolated or extrapolated or that subsurface conditions and soil variations different from those disclosed by the test pits will not be revealed. The recommendations outlined in this report are based on the assumption that the building plan is consistent with that described herein. If, during construction, subsurface conditions different from those disclosed by the explorations are observed, we should be advised at once so that we can review these conditions and, if necessary, reconsider our design recommendations. EXPIRES: NOV. / 9 9 - Very truly yours, DAMES & MOORE, INC. C.J. Shin, PH.D., P.E. Project Engineer Harbails L. Chabra, P. Principal 6 "•\1 t=. RAl _nuAU ck ' .ch 0 2000 4000 Scale in Feet SOURCE: USGS Topographic Maps: Minton and Dos Moines, Washington Quadrangles. _ Job No. 28761 - 001 -016 Mgt DAMES & MooRE SITE VICINITY MAP Building Expansion 402 Strainder Boulevard Tukwila, Washington Figure 1 1S a 2 NJVd JOAOPUV Strander Boulevard TEST PIT LOCATION PLAN C MS N Q > W cc 03 qqU' W - LL C •0 'Ci C m ci N 0 W Isla. >laed aGAOpUV 0 v 0 CJS 05 -11 -1994 20.5 2.5 7.5 10 12.5 TEST PIT TP-1 SM SP SM 1. dl 1. sP 7/V 15 17.5 inches thick asphalt pavement. Brown silty fine to medium sand with fine to coarse gravel and trace cobbles. (fill) (damp) (medium dense) Dark gray fine sand. (filI)(medium dense) Gray silty fine to medium sand with fine to coarse gravel and trace cobbles. (fill)(medium dense to dense) — moist & medium dense at 7.5 to 8 feet Gray fine sand with trace gravel. (medium dense) Test pit completed at a depth of 13 feet on 5-9-94. No groundwater encountered during drilling. Indicates Depth of Disturbed Sample. Job No. 28761001 LOG OF TEST PIT Dames & Moore FIGURE 3 Mil CJS 05 -11 -1994 15.9 —2.5 _5 —7.5 —10 TEST PIT TP-2 —r—r•—■2_ inches thick asphalt pavement SM Brown silty fine to medium sand with fine to coarse gravel. (fill)(medium dense to dense) SP Brown fine to medium sand. (fill)(medium dense) —12.5 —15 17.5 SM Gray silty fine to coarse sand with fhe to coarse gravel and trace cobbles. (fill)(dense) — moist and medium dense at 8 to 9 feet Test pit completed at a depth of 13.5 feet on 5-9-94. No groundwater encountered during excavation. Indicates Depth of Disturbed Sample. LOG OF TEST PIT Dames & Moore Job No. 28761001 ■••••11, FIGURE 4 .ce 0 2.5 5 7.5 10 ■,/ TEST PIT TP-3 —12.5 —15 17,5 .1 7 . ' N , • ' o. • \ SM 3 inches thick asphalt pavement and 4 inches thick basecourse. Brown and gray silty fine to medium sand with fine to coarse gravel and trace cobbles. ' (fill)(dense ) — grades gray — moist and medium dense at 7 to 8 feet Test pit completed at a depth of 13 feet on 5-9-94. No groundwater encountered during excavation. Indicates Depth of Disturbed Sample. LOG OF TEST PIT Dames Sc Moore Job No. 28761001 FIGURE 5 SUperLOG V 2.0. 3 -1991 a) tr) 0 0 4. 4-\ 24.9 34.6 TEST PIT TP-4 Brown and gray silty fine to coarse sand with fine to coarse gravel and trace cobbles. (fill (medium dense) — grades gray — grades dense Gray silty fine sand. (medium dense) Test pit completed at a depth of 14.5 feet on 15 5-9-94. No groundwater encountered during excavation. 17.5 Indicates Depth of Disturbed Sample. LOG OF TEST PIT Dames Sc Moore Job No. 28761001 FIGURE 6 2.0, 3 -1991 0 0 31. 15 17.5 TEST PIT TP-5 Dark brown silty sand. (topsoil) Brown and gray silty fine to coarse sand with fine to coarse gravel and trace cobbles. (medium dense)(damp) (fill) — drain gravel encountered at 3.5 feet — wet and loose at 4.5 feet — grades gray Gray silt. (stiff) Gray fine sand. (medium dense) — wet below 13.5 feet Test pit completed at a depth of 14.5 feet on 5-9-94. No groundwater encountered during excavation. Indicates Depth of Disturbed Sample. LOG OF TEST PIT Dames & Moore Job No. 28761001 FIGURE 7 u7/21/1994 13:5.3 2062367 ')27 1 "•'''‘ vet- 41 Assoc• l ates `4 i BOB 'JILEV 206Z' Chile OP TUSK /1M A DEPARTMENT OE COMMUN/7Y DEVELOPMENT" 1604 ) BOUNDARY LINE ADJUSTMENT OR LOT CONSOLIDATION ,.40-- APPLICATION PAGE 02 P.0 6300 Southoenter Boulevard, Tukwila, WA 90188 Telephone (08) 4314880 • • . :,144.•••"•';':•••••••••••': .Y .: t.' .. _. _1 ����.: ti:_ :� .: .:�,4"cr.•:w;µt- ;:TEA' �:: • �^ "�'Y� /V( '1 •!"I/hW, I\'• N w�1 •••'II' .'f•. \.'il. i�.1.h4 grylr.y� v.. .,./.� • l ,�' 1',';:i �!�y+•� .�i�i.r'~ ✓.'%.�'_�i • C Y '4 •'�: y iF il••i... a : :.f:. :w^ 'y'1" �•r:: i7•...• . r-A 1 ;i1' / �' 1:1� ,. ! Stit �w�++a� v� •ice ✓ .:1;�rkn \ ' ... ... .�1!. .•�i•w w ML ±•�: r`LJ.. ........ %.j � i j — -- — .-y7. - 1:�:'`.::V.41.yq -.l' • APPLICANT Marne ! f2 L' (T``l" Addtss: 21 tivie L 1-Y L4 NE City: M E_CC`- L e. Zip: * b Phone: ' • �. ' (lbS S i g n a t u r e : Date; 4' 1.0C A:110N Street Address: ,41teZ. •{ _.... -` `3 D ti 1` ' _Tye w ___.. ' 'u (- ‘ 4- . If vacant, indicate lot(a), block and subdivision; or tax lot number, access street, and nearest Intersection. PA AILS Zoning District Existing Use Proposed Use Proposed Lot Size DATE OF LAST P La o5,9. % `1 j QUARTER ER A C 9ECrIOti TOWNSIDP RANCE li C C) C•wi t, akufc . apuomecit4e. iV EO NpR a 1994 RECEIVED CITY OF TUKWILA JUL 27 1994 PERMIT CENTER 07/21/1994 13:53 2 062367 7 BOB WILEY KFnrr ea Assoc 1 atr» 206:3 ): 4 BOUND/ . Y LINE ADJUSTMENT/LOT CANS. APATION CITY OF TUKWILA, WASHINGTON PILE NQ•, L-4 0a. LEGAL DESCRIPTIONS BEFORE ME ADJUSTMENT: aAcr z �' ' , a►0pv 2 ioDusrei4C, P1WK 140.3 , 4.5 pcR, par 0 40 eriED r u (106. UWE '1 v PCAT TN P 7, � p D F rCi � aU�r"�' ; r7x' � t.�Jr�- �,c�rN� p�Jti1. .v few! c� , ti'' ''tp• KIN&-, sT�4 .ate 1 e0 4-N f `t16k =0070/it Phtqi< t , PAGE 03 P. 04 AFTER THE ADJUSTMENT: s iL,? p(%$ 4t, AV Piled for record at the request of AWFROVAL Department of Community Development; Examined and ap'roved day o irector, Dept, of Community Development Dept. of Public Works Examined and approved this _day of_ , 19---. N lairedx r, Dept of Public Works Return to Dept. of Can nwnity Deve1optnettt Piann1z $ Divleton City of Tukwila MOO South ter Boulevard `1`ulkwiL►, Waehingtott 98188 Page__. CITY OF i-ii WlLA . S ,r` JUL 2 i' : 341 199,, PERMIT CENTER 07/21/1994 13:53 206236727 BOB WILEY T ter & AssoG 1 ales 2063( :504 MAP SFF A-Trif4-celF7D Land Surveyor's Certificate: This Beamdur /Lot Consolidation correctly represents a survey* made by me or under my direction in conform>anoe with the requirements of appropriate State statute, 4an' eL Data _._._ ____r -. Certificate loo. * A lot consolidation does not require a, survey of the perimeter unless the lines are adjusted. Map on File in Vault Direction; Scale: Stamp; Page, PAGE 04 P.05 RECEIVED CITY OF TUKWILA JUL 2.?199 >'t PERMIT CENTER `� ,S 199. 07/21/1994 13:53 20623672.27 11. BOB w ILEy r2 0 z ). w .....) ' o o. 7.• C6 t 1!; 16, • a.. ry = .. 5 'il I. r TURNER APC ASSOCIATES ., h.' ... A A Val PAGE 05 ! t!1 of Ln (-CIO --------------____ wlil 3 1 seep. •1;0. mti10.0•:Sitt. im__+1;olk 4•01-4,... ,• • .011410, ...011r..,:04149:0" . • .096. ` • OW OF TLJKWILA J L 27 1994 RECENED •, CilV 11994 N104 N I •ELopmE PERMIT CENTER '14 07/21/1394 13:53 20623E7 BOB WILEY T4 -4 Asroc 1 sows 20635 04 AFFIDAVIT OF OWNERSHIP DECLARATION: PAGE 06 P.e6 Know all then by these presents iha't we, the undersigned, owner(s) in fee simple and /or contract puxchaser(s) of the land herein described do hereby make an application for a boundaxy Line ad- justn eat /1ot consolidation thereof. The undersigned further declare that the attached map is the graphic representation of said boundary line adjustment /lot aotwolldation and the satire is made wDh the free consent and in avcardance with the desire of the owner(s), In witness whereof we have set our ith.ntisi and seals. Nerme'_. L. L(t L Name: ACar�V .. Iv�e: Name: Name: Name. STATE ON WASHINGTON County of Icing On this day personally appeared before me__ r _• 4.„0 C (.. to me known to be the individual described in and who executed the within and foregoing in- strument, and acknowledge tai@ signed the same as }415 free and voluntary act and deed, for the use and p pentio ed. g9 UN p GIVEN under my pe co '` % ""..,•� Nd�ry Put S- O \ \ wAS' � \ftt� `\V 4 l N ��wr STATE OP WASHINGTON County of Icing On this day personally appeared before me to me known to be the Individual described in and who executed the within and foregoing in- strument, and acknowledge that __. signed the sarrke as fie and voluntary act and deed, for the uses and purposes therein trmendonod. GIVEN under Katy hand and official seal this day of ,19 Notary Public in and for the State of Washington, residing at Page__ BE 61,1= ! \ f d 194 l.(.1WI1,/Th•ti. !r71 r"\ :'J n 0d } V ZZ 01 46 'ZZ '80 r }' ..u,.. ..y;.• .5•rhruU4Ctli'1:'::', "L r rnqr.!! ' .. (ti .11• '�' i� ■'.• !•� 1' GII' ■w� rw� r ■,' �,Ri A ALe■w- + ;u !'h.rr7,u., ty .£ . „I sib :r�,niy .,�•. {. {•Lla 1 Dart nn�rn "t� •'..7F ACORD • (,';c- � r �V t uO '.!NV.V, 1i 7 'I' : 1;nl,iq..:.t'.,• ;{,:� ".::�.ir /i:,' upltl� "„'II:• t ^"'.u•i�/YYI 1' {. I I .1 . .. g , xr , '^ 'T•' \ ,.•,..••..�� ;�„ .V. E . r ,..l, . ;,. .� ��..� t...l ..1•':;;:'.:5: _ r 41(il'i`itl::,.; .rl..^ rU RI . If917fl I1AlVlSIIgNIAlyl ft�u�Ud1WLiI4lJtnIWGIaLItt�t rNro.J1 �r , 444. ...�...1.....:._....,(,el,rddlG !SIT "�'rP! ^,r'I;.,,rt;`5.��.- ..1...1:::1.,..,.. o�4�j,,, itNlml•r:� �' : l' �i{. i!'• c• f4n�xd , +!1i.iii�l�l;!'': {�H 8/22/94 PR0�``� ( THIS CERTIFICATE IS I 0 AS A HOLIER OF INFORMATION ONLY AND CONFERS NO Rttnnt5 UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES ROI AMEND EXTEND OR ALTER T COVERAGE AFFORDED BY 'THE POLICIES 0I;LOW,•_ COMPANIES AFFORDING COVERAGE SEDGWICKpJAMES OF WA 2101 FOURTH AVENUE SEATTLE, WA 98,1,21 INSURED North Coast Cnterprlses, Inc. 1'. U. Box 25850 S e a t t l e W A 9 8 1 2 5 COMPANY D COMPANY A North Pacific Ins. Co, Insurance Company . i,4 H I) f.illir H g1CI.rU n•i•I••*",: U::,; I• i,' ' r i r' : \ 1• 1, . 4: .,.,��E .71 .. p' fr7� 1• .� .•. �i1il` f lkk��f I,f L 11 , U1a9n1,: . a {,ellllf I 1 ,!1 r1, l,"'{p 1 I � l(�,1} li l 'I 1 !SIA .1 / x0 lii' pp 141,,1 i liII h i i 11C h " r h C•i ':1.1., li niN� {ti li) 1 t 1 •r 3h. .x ' •r_r; Uv ,U1� 14 ;,. .,oaii4. J.r l: ilA ( 78lii4N41lNli lrj• ) II� r1 ' ir�F„ : til; , i � T ( u \ di ll !• ' Ln.lh,h • pI , ,xr�r. , i it ,' •ktut , . If ,I 6 i r.f'. . 1, . I 1 , � (I1 , 1.rl'�•' 7I f 1I fii„ . i ll 1Ir . 11. 1.-Ni.n'yril, Qry� .� ' ,IttI . • t:t tiar l: W4 iI :0 r . lV,yI • i s � i1"• �kn;t ; .l:!� ll. � l l'•k;1I4::ki THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LIS'IEU BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATCD, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WWITH RESPECT TO WHICH •IKIS CERTIFTCATF MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED UY T }Ii; POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SNOWY BAY HAVE_,fELREQUCED BY PAID j AIMS, °D TYPE OF INSURANCE POLICY NUMBER �U�'IRAi1ON DATE(MM/DD/YY) DAT6(MMJDD/YY) A UMII8 GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY M� 1:.._J OCCUR OWNERS & CONT PROT A ALIT OMOIRLB UABrLrrY X ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS X NON•OWNEDAUTO 002122115 2/01/94 2/01/05 CO2122115 clARACIEUABILUY ANY AUTO EXCMS UABILITY X I UmeneLIA FOAM OTHER THAN UMBRELLA FORM WORIUtAN'8 COMPENSATION AND 611PLOY£R'S IJABIURY THEE PROPRIETOR/ . PARTNCRs/ExECUTIYE OFFICERS ARRr 79720235A INCL EXCL OTHER 2/01/94 2/01/95 G ENEPAL ACCREQATE r'nooucT3.00MP/OP ACR(R PERSONAL & ADV INJURY EACH OCCURRENCE FIRE DAMAGE (Any nn* 11rA) MW EXP ( Any onto pulecn) 0 2000000 2000000 ▪ 1 nnnn00 1000000 • 1 nnno_0 5000 COMBINED SINGLE UMIT SCILLY INJURY (Por poron) 1000000 BODILY INJURY (for .ccIdnM) PROPERTY DAMAGE AUTO ONLY_, 8 ACCIDENT OTHCnTHAN AUTO ONLY: EACH ACCIDENT AGGREGATE 2/01/94 2/01/95 EACH OCCURRENCE ACIORECATe S S 3 i000000 5000000 DESCRIPTION OP OPE V%TiON11/I.00ATIONS/VF]'UcLJ S/EPFCIAL nFMA FiTATUTOrY UMITS EACH ACCIDENT PI5EA8E • POLICY LIMIT $ DISEASE • EACH EMPI OYF,P CITY OF TUKWILA APPLIES TO THE FOLLOWING PROJECT: SEARS IIOMELIFE STORE & RETAIL, 402 STRANDER BLVD., ' IUKWILA, NA 98188 -,—• —, ..r:.., , ,.ern .. �........(.''.'. ., , - f .. r..i 4: °r h 4ltrtll\hlillii.' {!ii o I s of V ,' hp lmq,il!h;;, i,w,L..!.1 d p r : z1 4•::r- •: •:- :::.:-' , _rti Hut.,.• , ... 'te ".: la rcn.tlp• •,: _,• TOE'!" 411! •; 1h , u� IVi, in I (IllluUl ml i hhj�di{�.'1) IriI•I , PI ,tI I (. j.IU1N,.IU1.L. • � r um¢n1�,4Nj! ,I p:ggl `0 {1 1 rin (flglrpmnN; A'1:�P.. Ilil111,• ,! (n(Inrd4.y ," �y'.�. ' tour; 'tii`:':'" r rte ' kU Val ue,.,Tru tei tj/�lGli 0x1 rA x �u f n' M lh it ! 1111 UI1 a .ltilpjl9 mll'.41 I III,171�i ftf;l; • �•.g�((`,�I;jf {Tjdry:r11114q�t i. II y 1t;1{SiH 1 If . i)1,1�f1{ +.. .1 t !'tlrlilUNn ?4f( g I . 11�� 4'I�' � I 1 � R IIIUI1��111:YI {I A11�11�111. rNlnnl. lx na.x.• 4lw�i�.•). (:.._1.:.= .:.:...,1:aILItU!.t.r lk\ IP liH1Y,.Nr1Ti•�ru.'...,r�,..•� tN•,. i• NI•• 11. 10,.... l�uu, ttlf• �t: INli! fl! i1 {id1{.i�allrllxu.�,•�. {,�N�k.l �..; 1• I, rlli! k lt11i111111NiTkkt {li:ut•uur•In �iltltf!Il�:fwlillill: CITY OF TUKWILA 6200 SOUTH CENTER BLVD, TUKWILA, WA 98188 SHOULD ANY OF THE MOVE OE.130RItiED FOUCIE$ IUE CANCELLED BEFORE THE utt'MHAI10N Lu1It IHEREOP, THE ISSUING COMPANY WILL FNDRAS/01;TOMAIL DAYS WRITTEN NOTICE TO THE CERTIFIGAIE HOWtH NAMED TOTHELEPT RUT FAlWR6 TO MM. SUGH NOTICE SIIAU.IMPOSS Nt) V UUARON OR UABILRY OF ANY KND UPON THe COMPANY, as AGENTS OR HeemgaENrA11V AUTHORIZE° REPRFSFNTATNe •1'/I• 'n . 7111 t•..1., �4.,,. N;I,;. •r,N. ,r:1 'n; ••,�,- .:y. .�; 'It�l.,4, T'' ',.:,T.. .i \HILT �, uA a ,v, "'' 1' l'i '':'•I !1.44 d. +i `• "i 1 �� � NN} I .Ir` t ... y.r !wE. i 11.6116;11,y. { I I '{ 1 1 ! HrI f d �il 4+ hl •nl\ , 1 r � .... .. nr4 . I d 1, .. �y.},� 1 � }1 1 IIIYI u � .. � .•• . rd Ac t�1J ?DS 333 I I11,I.aulJll(LIl I A�I ill . . 1 :•:•\, ..�x�.•�.•1r. •x14.4 :�•I1::.',.N,.•'..•., -.� . ,.1 r:t, .• •...,..�1'.4N1.1N:h: :,. il•;.\ 4f.,' m,/l Hit; ii! }�ii�r�.�l "ii'eftlifu.i1i�ryr �� {liiaii \,'r'.''•I,�•!N ACORD 'TI • i,00i21 sanlwr NOIM U3S SCZ6 err 90E XV! OVOT t6/N/90 £ O d iKV Z Z: 01 176 'Z Z 't30 ACORD itii6}; 1i:! It" �IUn_ I1t{!'pplCl•,'n'191J!11AUIftp, �!tg1{tltANtliii� ' ' ,x4f;AU1. }IIM.Iryt'!:�ru 16(iil n14t1iI} PRODUCER SEDGWICK JAMES OF WA SUITE 1700 7101 FOUKIH AVENUE SEATTLE, WA 98121 INSufLEb North Coast Enterprises, Inc. P. 0. Box 25850 Seattle WA 98125 h.p ;, ap, ,. r„n•un•q n _ . _,.r ',: ;, j V ' , • , i`'" NCy.,,' a- , V l k i )( q aATL M1MO 0 YY 1112 1 kIlL V 9I t00,640 8 / 2 2 / 9 4 THIS CERTIFICATE IS.. .JED :..,.. ,. ,, .•. ,, AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON IHF. CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THLCOVERAGE AFFORDED BY THE PSIJ.I! .ES.SIFI OW. COMPANIES AFFORDING COVERAGE COMPANY A North Pacific Ins. Co. COMPANY g Federal Insurance Corop:AHy COMPANY c COMPANY D �' fl,t.n9.ni..,,i n,n„, rl •, .a ,tl: .�1( :: :.1.�. .... ..r..,, n: .,.,...,..,,,.:.:nr,:u...• rU ,-,: ,.,cr .,;�..n„ .,. •,..:..v,:�. l+ jL ilil ul .tu,tt..,. tgtNl.Il -� !tu,l,,..• u:,,,t..... ,anr.e n; l,;;,. ;.....a;;u:.,:c- .:•'.,;rt,,;.: '• ,..,..,::,r,•,.,:...,:.:: !;,"�.,.,., "-'IS;• ,.;;,. 1..,'; • .;,„ I ! }. i ,141Hj t. 7 >], }t I IN6t. li , .ullll,. x, , ..n.,.na • •, .. ll.., In.• , . a;,;:i' � ....lr ,..1. . r 1,!lt,,,,x....;.,.n• ililt'Iti'..,.'� b' n. • ;i r, �4 �,.4 9G, Y, '1,. 4 1{t ,.,..... •• ",fGl t•. ,,.. lt., ;,• ; „ d. ,.. r ^:',nG:16r •: .,..,,,11,t ; 'iri'll!p!T.. •A 4,Un.,,, ;.; n9N t_I•. d�L �r' s ,pd M Uurd. . �. t�i , ,u:: &t. • ' .,.,!..t... , �r !k r.., ..' %n,imli �a.�..e,f:C.::. ,.,.:: , ,.A 'n . kit.,.., . r''ii!;1 r ..x14.1 lM ., !,.,m!P 1 c u I,..,vt .., •�1, m.,....•..:n!slp :,",a.,l]lil:...:': rx.rUn7t } {,,, h:�talh- INnyh4.,li,.,a. iii{ 11t {!:v,,reN'niut,,�Ult,,.,.lnr,.: :!•,ilyi .,,....0 .I:t. , �s:::.ir' ..:ri!t {'(ilr`:u.. ,..;: •, ...t,., .. },.LnIUr. ..!aN17N!LL...na.;q{•!IFL : r: a:, ataw:.,UN! !�! ,:: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOH HAVE BEEN ISSUED TO THE INSURED-NAMED ABOVE. FOR THE I'ULICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OK CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITI,QNS •F C 0 ICIE LIMITS 10 k .:.F BEEN„•EME0 O BAIO CIAIMS, C LT}A -TYPE OP INSURANCE A G1 NERAL LIABILITY X COMMERCIAL GENERAL uADIUTY CLAIMS I+. 7 occur; MADE I OWNERS & CONT. PROT PQUOY NUMBER CO2122115 A AUTOMOBILE UABILITY X ANY AUTO ALL OWNFA AUTOS SCI•IEDULED AUTOS X HIRED AUTOS! X NON.OWNEO AUTO GARAr3E L3 ILIW ANY AUTO PDUCY FFFEC1TVIs DA11 (MM/DO/YY) POUCY DIPUIATiON DATE(MM/DO/YY) 2/01/94 UMR4 2/01/95 GaNhAALAOORGOATF 2000000 I'HODUCTS•COMP /(TP A013 $ 9 03_11.11.0..0 PEHSONAL & AOV MM IRY S 14J 0 n n 0 0 E A O H OCCURRENCE s, 1 0 0 0 0 0 0 rma DAMAUE ( Any one flre) $ 10 0 0,00 MED EXP ( Any one prison) 0022122115 2/01/04 SFINSO UABIUIY X umufteLLA FORM QTHI71 THAN UMHMtL1A FORM WORmwNWflCOMPENSNIS 4AND MMPLOYER'S UAWIJTY THE PROPRIE WV NAHTNERS/EX000TIVE OFFICERS ARC: 7 9 7 2 0 2 3 5 A 2/01/94 INCL R(CL DESCRIPTION OF OFERATIONSACCATIONSNEHICUIS/SPEC tLfEMS CERTIFICATF HOLDER IS AN ADO'L INSURED PC CITY OF TUKWILA APPLIES TO THE FOLLOWING STORF 8 RETAIL, 402 STRANDER BLVD., TUKWI , b.x,a,,.1.]!yj�L ,n ...., n,p, s t•a ,,.:dlC.•, ,!tf }kld' ,•,t,.," ,ry tiB ImIt r" r ,� •� d,IVtV}u to Mno,u,;., ?rnr'uoT "i i li!nra:S': I ' ,iulnr.nq't n.u, *,. 1 t+j!LJ��7 �' � 1.... 'T 19 1,..1 ,l i , l 1) . ,I .i.• ,: tl t "' i ,. tr. C•u . , ,.1:...,(, , ; ,Ht, • C 1 �1 II 1.4 ilVt4iY,tiJ.6 :�wU a, tr owu,•IBtw , l.,x, , f 11)Rjiir.n.�lltl'Iuubi,,,L} ..,.. d lu .yiSr d.4AMIrl I, 4 r ,.nl. rr!tlr 2/ 0 1/ 9 5 COMBINED £INr.ILE OMIT 5000 s 1000000 800ILY INJURY (Pe ,,aron) S BODILY INJURY (For accltlnst) ;s< PROPERTY DAMAGfi fi AUTO ONLY • EA ACCIDENT OTHER THAN AUTO ONLY! EACH ACCIDENT AOOFIHOATE R s a 2/ 0 1. / 9 5 EACH oucutiRENca 0 5 0 0 0 0 0 0 a 5000000 AOOREGATE STTATU I ORY UMRS EACH ACCIDENTI' 0113GAUfl' POUCY UMIT OISEASG.EACH EMPLOYet S S 3 CITY OF T(IKWILA 6200 SOUTH CENTER ULVO. TUKWILA, WA 98188 , p 41 f+., p, r,•' tlu � �!,!!� Ytx -" �! }�!3!Ilr . : "a.r!::,ncr':irti 1 r'. • n ^7 r. t e1 4 T , �'!ri�1 }. , Lti .11l {,'bA.!i;,iwi"L- i.1',�9(I1 �• (' 11...1 +7pe, rmT/�►�il „ �r' r.l ;:y,,,.;.r �) t ..I,. ,, . CE TaG1'z:.T17;� f'1:31!':�.�Yl�!�4�f1 fIVIHfJ11U�{.II �Id,lhii'Iili rY! i1�rR: s' I, i! a ;l!IrN:t�l�n?I,',�.Yy;ll!�: ? ^•, C00121 R ATTACHED FORM CS903: PROJECT: SEARS HOMELIrC LA, WA 95188 f. i�. v^'" �t�tl�: �`:,, �n! I. a:.:,! Vld; ll,{• It, arnl' lld{ it{ t1. �- m.,, u•, iii1111d�1C7n, ilU41{ �I! t�ltl4l�cwri(i,itSil4�UdfMUdVll li ,u1:�1,�i4�!lduc EHOUW ANY OF THE ABOVE DE6CNDGD PODUIIS ee CANCELLED BEFOfrt TH6 E WIPATMON OATE THEREOF, THE ISSUIN@ MW PANY WILL 8NOSAVOR TO MAIL 4 5 DAYS WRITTEN NOInOF TY,t THE Cf HTIFlCATE HOt flea NAMED TO Ti IR LEPT BUT FAIWR6 'IU MAIL SUCH NOTIGH StyILLJMPOEE NO OB1Jt3ATION OR UA$ILAY OF ANY NWT UPON TT•It COMPANY, ITO AGENTS OH REPRESENTATIVES. AUTHORIZED REPRE;$tN IAA IVG 'wen sai yr xolADOS (a?ACORD CORPORATION,1993 9d16 8t1' 8OZ 3:V. MOT 66/22/80 rod" b "zz:ot vs •zz .8 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANCES THE POLICY. PLEASE READ iT CAREFULLY. AUTOMATIC ADDITIONAL. INSUREDS This endorsement modifies Insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM The following provision is added to (SECTION II), Who Is an Insured. 5. Any person(s) or organizes ion(s) (hereinafter called Additional Insured) you are required in a written contract to name as an Insured Is an Insured but only with respect to liability arising out of your premises, "your work" for the Additional Insured, or acts or omissions of the Additional insured in connection with the general supervision or 'your work" to the extent set forth below: a. The Limits of insurance provided on behalf of the Additional Insured are not greater than those required by such contract. b. Ail Insuring agreements, exclusions and conditions of this policy apply. c. In no eventshall the coverages or Limits of insurance in this Coverage Form be increased by such contract. • Except when required otherwise by contract. coverage provided to the Additional insured does not apply co: (1) 'Bodily injury," 'property damage," or "personal injury," occurring after; (a) All work on the project (other than service, maintenance or repairs) to be performed by or on behalf of the Additional Insured at the site of the covered operations has been completed; or (b) That portion of your work" out of which the injury or damage arises has been put to its Intended use by any person or organization other than another contractor or subcontractor engaged In performing operations for a principal as a part of the same project (7,) 'Bodily injury" or 'property damage" arising out of any act or omission of the Additional Insured or any of their employees, other than the general supervision of work performed for the Additional insured by you. (3) 'Property damage" to; (a) Property owned, used or occupied by or rented to the Additional insured; (b) Property in the care, custody or control of the Additional Insured or over which the Additional Insured is for any purpose exerdsIng physical control; or (c) 'Your work" for the Additional Insured. NORTH PACIFIC INSURANCE COMPANY tioo s3nvr xaIO US SICS6 fitt aog XXI MOT oT T'8/ /ao •+•. ',/, With respect to Additional Insureds who are architects. engineers or surveyors, this insurance does not apply to 'bodily injury," "property damage," "personal Injury' or 'advertising inlury" arising out of the rendering of or the failure to renderany professional services by or for you, including: a. The preparing, approving, or foiling to prepare or approve maps, cirawings, opinions, reports, surveys, change orders, designs or specificadons; and b. Supervisory, inspection or engineering services. No person or organization is an Additional Insured with respect to the conduct of any current or past parcrierxhip or joint venture that is not shown as a Named Insured in the Declarations. CS 903 (5-92) 800I21 savr Houpaas Page 2 of 2 2CZ6 9tr 90Z XY Z:OT 146/ZZ/90 i 994 1 t:!t -1 -s 1 ?'?4 s 1 . '106n67')27 BOB W,WWILEY TRANSAMERICA TITLE INSURANCE COMPANY 320 108TH AVENUE N.E. P.O. BOX 1493 BELLEVUE, WA 98009 Prepe.red for: SEATTLE MORTGAGE CO 1800 - 112TH AVE N.E., #300 BELLEVUE, WA 98004 Attn: JEAN BELL PAGE 01 Transamerica No. 863353 Customer Reference: Escrow No. • _-� Seller : - -- Buyex;. Hor o er Fidelity By sot' ice o s order call: (20G/) 6. 6r858 ' /1-800..441•.7701 JOHN W JONES DAVID P. CAMPBELL or KAR, k. BE i<ER (FAX (206 .46 -8593) SECOND COMMITMENT SCHEDULE A EFFECTIVE DATE: June 2, 1994 at 8:00 A.M. 1. Policy or policies to be issued: Amount Alta Loan Policy $1,500,000.00 Premium 53,894.00 Extended Policy Tax $ 319.31 Proposed Insured: BUSINESS MEN'S ASSURANCE COMPANY OF AMERICA, ITS SUCCESSORS AND /OR ASSIGNS Total $4,211.31 2. Title to fee simple estate or interest. in said land is at the effective date hereof vested in: FIDELITY ASSOCIATES, A WASHINGTON GENERAL (SEE NOTE 1) PARTNERSHIP 3. The land referred to in this commitment is described as follows: TRACTS 1 AND 2 OF ANDOVER INDUSTRIAL PARK NO. 3, AS PER PLAT RECORDED IN VOLUME 78 OF PLATS, PAGES 6 AND 7, RECORDS Off' KING COUNTY; (ALSO KNOWN AS TRACTS 1 AND 2 OF BOUNDARY LINE ADJUSTMENT NO. L94 -0021 RECORDED UNDER RECORDING NO. 9403241000); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. --- . - ._ CITY OF TUKWILA JUL 2 7 194 PERMIT CENTER 1.0 PRODUCT DESCRIPTION Nelson CLK rs a Solt. perrnane'rtly tiokiblra hiest0p r'nete'r,Ni used 10 seal openings created for the passage el ulRCliCal eabtn';, i)ipes, Conduit, ductwork or rne•hanieel rievefes Through fin)-, Wort walls of floor; 1.1 MATERIALS Materials twin(' rn Nielson CLK 5y3terns. 1,1.1 Nelson CLK —a soit, perma- nently flexible lireslop material. 1 1.2 Mineral Wool a loose fiber r rater ;al able to %Arise mid temper- eerier, In n1Cnss of 2000°F. Ceramic giber may be substituted for rruri'rA( WoUI 1.2 TFCIiNIC,hL. DATA t ; f :siclson CLK Color,,,,,,,,,, ,,,, neck Pee Base Silicone (lubber (, nnsiytr;ilr'v Negligible flow, sag Or slump ir.a „tc .10 r.r.r. in. per cartridge Packaging . I O erirlrefees ter careen v.rd .31 ::ci ue. poi ....0"i: to II06F Sof Temp .49 "F to 284 "f = Appi+r ;apuri (stets Approx 20 m,mile C'.aloe Time Loss than two we' k5 ::vah(n lovement Muirnum 40% erenpressi0n/ CAtemlon aF ;Ec't c Weight 1 17 Durometer i lard/less, :,horn A, points .. , 20 35 Tensile Strength 48 psi Elengetiorl 200% Design Ratings per U1. 1477 3hours Design Rating, p7r ASTM F -0 I4 3 hours Certificates or Ciassilications 1.11J, UI,C, ANI, FM 2,0 APPLICATIONS Nelson CLK is used to restore tho Integrity of lire -rated walls arid floors lhor have Knorr penetrated) for the passage of items Such as electrical cables, cable trays, conduits, pipes, ductwork or mechanical devices Nelson CLK systems are particularly useful for sealing penetrcrline items which are subject to rnovernent end vibration Minn a positive seal Is required It may also be useful to seal rmnty holes, 3,0 LIMITATIONS Tho primary ingredient in Nelson CLK is a silicone rubber formulation Nolson r:;LK',vili reor;l, therefore, in d similar manner to other silicone rubber r.tt epound5. the user should test for compatabdd'y before exposing Nelson CLK to C,hernicals or solvents 4.0 STORAGE When stored between 00 "F (30 "C) and 32 °F (0 °C), Nelson CLi< has a shell life of 12 months 'rum dale of shipment 5.0 INSTALLATION REQUIREMENTS No special skills or precautions are necessary for the installation 01 Nelson GLI< systems. Nelson CLK comes in a cartridge that fits a standard caulking run All penetrating item, should ho firmly secured prior lo In5tallalien of Nelson CLK systems. Openings yhuuid be clear of all thew tc.'reign (11aterial, 6.0 1NSThr LATION, GENERAL Lie 'auS0 )1 cis adhering gL)aIII es, Nei..nr) CI_K c„ 7n ba installed overhear) as well as in wall and floor openings inspect and c'ean opening Pack a 2 inch toys r el mineral ',yore ligtilly into penetration around cables, pipes or coo dues, InSer( Nelson CLK Cartridge info standard caulk gun and cut appli- cator nozzle for the size bead required. Apply a 'Y inch layer of NNI' ;nr'r CLK on top of the mineral wool beginning on the side of the opening. A trowel may be used 10 provide a 9ntootr finish If desired. Nelson CO( skin, over in approximately 20 minute.; providing a smoke tight. gas light, waterproof Iireslop. Unused portion in cartridge -pan be Stored for use at a later dale. 7.0 MAINTENANCE & RETROFIT No,roaintenanCs (3 required. Future changes of penetrating (ferns can bo dome by simply cutting through existing seal with 8 knife and resealing opening with Nelson CLK. 8.0 AVAILABILITY I'he Nelson CLK system — caulk and mineral wool —is available through authorized distributors. Contact the factory for the address of the nearest outlet, 0.0 GUARANTEES Nelson Electric warrants That Nelson CLK shell meet the product spocifica• lions designated in the latest published literature. ;iellor's and manufacturer's only obligation shall bolo replace such quantity of the product proved to bo defective No ether warranty is expressed or implied. Neither seller nor manufacturer Shall be liable for replacement labor, any Injury, Ions or damage, direct or consequential arising from the use of or inability to use tho product. Only applications covered by published lest data we recommended. User assumes all risks and liabilities when determining suitability for an application, 10.0 ARCHITECTURAL, DETAILS Initial performance testing of ftrostop essernblies has been based on designs installed in an 8" thick lightweight concrete floor, Reports of format, third party testing may provide information concerning the suitability of specific application designs. Hourly duration Lira ratings are in accordance with recognized industry lest standards To dale, hourly ratings have been confirmed tor: + Steel pipe up to 20" diameter in a steel sleeve with u maximum 3' annular opening, per Figure 1 • Slots, gaps or joints up to 4" wide web '0 restriction es to IAnglh, per Figure 2 • Electrical cables up 10 51)1) MCM in stool conduit up to 6" diameter sealed internally, per Figure 3. These configurations may be inure or lo„ severe than those required for user's application. Contact Nelson E1 c1r r„ Firoslop Products Group for updates on additional design testing. fhe informalian end data Contained herein are hosed on information we believe reliable. User should Thoroughly test any application. and independently conclude satisfactory performance before commercialilatinn. Suggestions lo,' uses should not be taken as inducements to infringe on any particular patents. :NEVIi- bUTy/ NELSON RECEIVED CITY OF TUKWILA JUL 2 7 199 HEVI- DUTY /NELSON, A UNIT Or GENERAL SIGNAL PERMIT CENTER P.0, 00X 726 • TULSA, OKLAHOMA 74101 • TOLL FREE 1- 800 - 331 -SEAT. s (018) 627.6530 • TELEX 216469 • FAX (018) 622.0308 N' d 800' ON L0: T T 176 r TZ iris Sbs8- 2&4 -90Z : Q I 1111135 : S11Ufg1 d S3`1ddH.. • ITTAL F •R NO. COr1 &4 iNRRT NO, I _ OUR APPROVED COPIES VOA O USE. (( . AC i4 . i • o • if d . . . . •ir3 s inIr 0 s * V 9 : i a 17 e • 3 i • ?. 0 HEVP- DUTY / NELSON Type CLK'" Elreetop Caulk OMMMNPROOMMIIMM CITY OF TUKWILA JILL 2 7 1994 PERMIT CENTER A soft, permanently flexible tirestop material used to seal penetrations of electrical cables, pities and Conduit through fire rated walls and floors. • Up to 3 -hour ratings • Waterproof • Flexible • Sticks to most surfaces • Smoke and gas tight • Suitable for overhead applications • No damming required • Quick, easy installation • Smooth surface NELSON CLK INSTALLATION DETAIL FOR PIPE, CONDUIT OR CABLE Floor /Wet Flg. 1 Floor /Wall Flg. 2 Inside Conduit Flg. 3 * Non - shrinking • Non -toxic • No disagreeable odors • Easily ropenetrated 2112Z' Int rin11r Ierc i r M f I .•. .t t Ren,gl r$' ly�,n Iypny f,1 , t SON 7w UL awon0 Imo AI O W 1Ory Legend 1. 'h" CLK Flr3stop 2 Fer)elratir)rd item — Owe, C )1 dUi,, ca'Y9 3. 2' mineral wool 4 Gap 5 Kell or floor SUGGESTED SPECIFICATION A Firestop System shall be used to seal penetrations of electrical cables, pipes and conduits through fire -rated walls and floors per NEC 300 -21 and NEC 000.3 (c). The firestop syst,3m shall be qualified by formal performance testing in accordance with ASTM E -914, UL 1479 or similar standard, the Firestop System should consist of a fire-rated caulk type substance and a high temperature fiber Insulation. It should be permanently flextule, waterproof, non - toxic, smoke and as tight, and have a high adhesion to ail solids so damming is not ream ed 01909 1 fE Vi•UU 1"Y /NEL3UN TO'd 800'0N 9O: TT VET; T -Inc • 253- T`iTC01 C 11,f;<r SVS;3- 282. -9O : UI 1994 W in State Nonresidential Ener Cod' ^,om•liance Form • Envelope UA Calculi y ions Climate Zone ". ENV -UA 1994 Washington State Nonresidential Energy Code Compliance Forms April. 1994 Project Address 402 tJ,-r, NDe bLV yr Date I a. SIN co.. Space Heat Type ❑ Electric resistance XAII other For Building Department Use Glazing Area as % gross exterior wall area oio Concrete/Masonry Option 0 Yes ❑ No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x— A)) Target UA -----.1 U-- (acttoorr x Area (A) = UA (U x At o, u ' 5 U =0)'15 PIanID:6 El'.5TRfF, q3,1 U =0.75 Plan ID: W) ELEV, INV. A3, 1 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.75 6R0 617 0.75 100 75 V"11V 'i90 .7U1 Glazing % Electric Resist. Other Heating 0 -15% . 0.40. 0.90: • . >15-20% 0.40;• : : >'0,75 �'. ..;; • >20-30% not allowed • :.0.60:'.':':: >30 -40% not allowed •" " '•:: ;':0.50 ' ..' '(see Table 13-1 for Conc/Masonryvalues): 13 o rli c E 'N1 p t5 U= PIan ID: U= PIan ID: U= PIan ID: U= PIan ID: U= PIan ID: U= PIan ID: U= PIan ID: Glazing % Electric Resist. Other Heating ;. 0.15% • 0.80 >15 -20% 0.80 1.40 >20.30% not allowed 1.30 >30 -40% • not allowed , 1.25.:. (see Table 13 -1 for Conc/Masonry values) a) !..2 ,a g o U= Plan ID: U= PIan ID: U= Plan ID: p•.6© '..."....4- 2cr• •Electric Resist;.. 'Other Heating 0.60 Roofs Over R= PIan ID: R= Plan ID: R= Plan ID: O. 02(p 44' t(, 1(,O Electric Resist. "Other•Heating 0.031 0.036' Other Roofs R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.034 0.050. Opaque Walls' R= PIan ID ;' R= Plan ID: ' R= PIan ID: R= PIan ID: R= PIan ID: R= PIan ID: R= Plan ID: R= PIan ID: Di• 14 t 1 rue. 0) t G( el (3. 1546, • Z1? z Electric. Resist. Other Heating. Ordinary 0.062 0.14:. Metal stud 0.11 0.14 Conc(int) 0.19 . 0.19` Conc(oth) • '0.25. .0.25 v, TO m m Val c- R= Plan ID: R= Plan ID: R= PIan ID: R= Plan ID; Electric Resist. . Other Heating Ordinary 0.062 • 0.14 Metal stud '0.11 • 0.14 ' Floors Over Uncond. Sp. R= Plan ID: R= Plan ID: R= PIan ID: R= PIan ID: Electric Resist.. • Other Heating 0.029 0.056 ' 2 1 p) R= PIan ID: R= PIan ID: R= PIan ID: R= Plan ID: Electric Resist. • Othe•Heating F =0.54 ". • • F =0.54 ' (see Table 13-1 for��dlant floor :values) . For CMU walls, Indicate core Insulation material. Totals For compliance: Totals 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. 1994 Washin•ton 5;cAte Nonresidential Ener• Code Com•Iiance Form Envelope SHGC CaIc ions .. Climate Zone 1 1994 Washington State Nonresidential Energy Code Compliance forms ENV -SHGC April, 1994 Vertical Glazing List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A [ Vertical IGlazing Plan ID: Plan ID: Plan ID: Plan ID: PIan ID: Plan ID: 6: Glazing % Electric Resist. Other Heating 0-20% 1.00 1.00 >20 -30% not allowed . 0.65 >30 -40% not allowed 0.45,'': (see Table 13-1 for Conc /Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals For compliance: Totals 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC, Overhead Glazing List components by assembly ID & page # Proposed SHGC SHGC• x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Overhead Glazing PIan ID: Plan ID: Plan ID: PIan ID: Plan ID: PIan ID: 6: Glazing % Electric Resist, Other Heating 0-20% 1.00 1.00. >20 -30% not allowed 0.65 . >30-40% not allowed 0.45 (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals For compliance: Totals 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Tar • et Area Adjustment ,Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls 1: OG= 2: OG= 3: VG= 4: 5: 6: Gross Exterior Wall Max Glazing Area Area (Table 13 -1) X % 100 Maximum Target Glazing Area 7: Target OG Area in Roofs over Attics 7: Roofs over Attics Other Roofs Note: Walls) 1: a lesser (circle) 7: Max OG Remaining Target OG Area in Other Roofs ■ Proposed Opaque Area Proposed OG Area i-1: — + 2: — Total Ta get OG Area (sum #10 + #11) 4: 5: Proposed Opaque Area Proposed VG Area +I3: — If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. 6: 2: a lesser (circle) 8: Target OG AreaW 10: 11: 12: Target VG Area 9: Target VG Area 9: Target Opaque Area 13: 14: Target Opaque Area 15: Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below. Target values 9, 12, 13, 141 15 (shaded boxes) are used In the applicable Target UA calculations on the front. Target values 9 812 are also used In the applicable Target SHGC calculations above. .'?' ';, •1 1 1994 Wash i i -ton State Nonresidential Cner. C C ' Co[n • I Ia . .- r r• rnJl i, ' 1 1i+ia . .; 1` Protect Address , , p�� ��`' I rid/ ! '' • • ` l F Fo Building• De • • . itrriehl Use c i c} N LSD N . _ —..... .I a �■,ri C C u �■� ■ ■■ ■ �1��WWII . P A At .m - N N - y y . / /CD C C e'� I N NTON NCTION l -....1 � • •, _ ......n' _ 3 ,� 110 ^I1■ / / /j` \1 r r • W j17 v p p � m �1 pr.I� c� o roe A I % j Slr'Ni9v' /— ' '--•pN . . IG -A`� i ,'' . ' Y g g J . 'S ' Y3AOONY HI P9 A B . � � ■ ■F IIW I H NI / . st �� // I 4 4 r,. is�j ' I. 'Jf Y SOUTHCENTER . Y R 1 0 ____s e ,gyp rv., w a Rpx 1 .� j So Agra _ a g �I ■ w ��. " . I III / y y T I' a _ ii g g � �"' 1 arm ° v F �� - F j o - 5 ONES . k. 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(DEG.F): 55 LEAVING HEATING COIL TEMP. ( DEG.F): 110 COMBINED FAN,MOTOR EFFICIENCY ( %): 60 STATIC PRESS. ACROSS FAN (IN W.G): 0.700 SUMMER SUPPLY DUCT TEMP. RISE ( DEG.F): 0.000 SUMMER RETURN DUCT TEMP. RISE (DEG.F): 0.000 CHILLED WATER TEMP. DIFFERENCE ( DEG.F): 0.000 HOT WATER TEMP.DIFFERENCE (DEG.F): 0.000 COOLING VENTILATION METHOD: 3 'COOLING VENTILATION VALUE: 0.300 CFM PER SQ.FT 'COOLING INFILTRATION METHOD: 0 COOLING INFILTRATION VALUE: 0.000 HEATING VENTILATION METHOD: 3 'HEATING VENTILATION VALUE: 0.300 CFM PER SQ.FT HEATING INFILTRATION METHOD: 0 HEATING INFILTRATION VALUE: 0.000 VENTILATION IS 100% OF SUPPLY AIR: NO M *' * * *, ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK IgTiRNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 3 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE # 1: 2ND FLOOR SALES (15600 SF) AIR HANDLER NUMBER: 1 ZONE LENGTH (FEET): 130.0 LIGHTING WATTS: PER.SF 70200 NO. OF PEOPLE IN ZONE: DIRECT 120 CEILING HEIGHT (FEET): 12.0 SEN.SAFETY FACTOR ( %): 0 SEN.HEAT PER PERSON (BTU): 250 CLG VENTILATION CFM: 0 HTG VENTILATION CFM: 0 CLG. SQFT EXPOSED TO PLENUM: 15600 LAT. BTUH EQUIP LOAD: 0 ROOF 1. WALL ASHRAE # U- FACTOR 10 0.047 ASHRAE -G U- FACTOR 1. B 0.056 2. B 0.056 3. B 0.056 4. B 0.056 LENGTH 130.0 HEIGHT 12.0 12.0 12.0 12.0 ZONE OCCURRENCES: ZONE WIDTH (FEET): EQUIPMENT WATTS: EXHAUST AIR CFM: HTG.SAFETY FACTOR ( %): LAT.SAFETY FACTOR ( %): LAT.HEAT PER PERSON (BTU): CLG INFILTRATION CFM: HTG INFILTRATION CFM: EXPOSED FLOOR SLAB EDGE -FT: HTG. & CLG. LOADS CALCULATED 1 120.0 DIRECT 1500 0 0 0 250 0 0 0.0 WIDTH ROOF -AREA SUSP.CEIL COLOR 120.0 15600.0 YES DARK WIDTH WALL -AREA DIRECTION COLOR 120.0 1440.0 130.0 1560.0 120.0 1440.0 130.0 1560.0 S LIGHT W LIGHT N LIGHT E LIGHT ******'QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INiRNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 4 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE # 2: 1ST FLOOR SALES (15340 SF) AIR HANDLER NUMBER: 1 ZONE LENGTH (FEET): 118.0 LIGHTING WATTS: PER.SF 69030 NO. OF PEOPLE IN ZONE: DIRECT 100 CEILING HEIGHT (FEET),: 12.0 SEN.SAFETY FACTOR (%): 0 SEN.HEAT PER PERSON (BTU): 250 CLG VENTILATION CFM: 0 HTG VENTILATION CFM:. 0 CLG. SQFT EXPOSED TO PLENUM: 15340 LAT. BTUH EQUIP LOAD: 0 WALL ASHRAE -G U- FACTOR 1, GLASS 1. ZONE OCCURRENCES: ZONE WIDTH (FEET): EQUIPMENT WATTS: EXHAUST AIR CFM: HTG.SAFETY FACTOR ( %): LAT.SAFETY FACTOR ( %): LAT.HEAT PER PERSON (BTU): CLG INFILTRATION CFM: HTG INFILTRATION CFM: EXPOSED FLOOR SLAB EDGE -FT: HTG. & CLG. LOADS CALCULATED 1 130.0 DIRECT 2000 0 0 0 250 0 0 HEIGHT WIDTH WALL -AREA DIRECTION B 0.056 12.0 130.0 1560.0 S CONSTRUC U- FACTOR GLS.AREA SHD.COEF INT.SHADE REFERENCE HEAVY 0.560 400.0 0.870 NO WALL 1 0.0 COLOR LIGHT M. * * * * ** QUICK COMMERCIAL "VAC LOADS PROGRAM BY YORK ELECTROMATIC SALES & SVC SEARS HOMELIFE * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE INPUT DATA * * ** It'ERNATIONAL INC. * * * * ** SEATTLE, WA 98109 02/17/94 PAGE 5 * * * * * * * * * * * * * * * * * * * * * * * ** ZONE # 3: BACK OFFICE & LUNCH (2080 SF) AIR HANDLER NUMBER: ZONE LENGTH (FEET): LIGHTING WATTS: DIRECT NO. OF PEOPLE IN ZONE: DIRECT CEILING HEIGHT (FEET): SEN.SAFETY FACTOR ( %): SEN.HEAT PER PERSON (BTU): CLG VENTILATION CFM: HTG VENTILATION CFM: CLG. SQFT EXPOSED TO PLENUM: LAT. BTUH EQUIP LOAD: ROOF 1. WALL 1. 2. ASHRAE # U- FACTOR 10 0.047 ASHRAE -G U- FACTOR B 0.056 B 0.056 1 ZONE OCCURRENCES: 32.0 ZONE WIDTH (FEET): 5500 EQUIPMENT WATTS: 22 EXHAUST AIR CFM: 10.0 HTG.SAFETY FACTOR ( %): O LAT.SAFETY FACTOR ( %): 250 LAT.HEAT PER PERSON (BTU): O CLG INFILTRATION CFM: O HTG INFILTRATION CFM: 2080 EXPOSED FLOOR SLAB EDGE -FT: O HTG. & CLG. LOADS CALCULATED 1 65.0 DIRECT 1500 0 0 0 250 0 0 0.0 LENGTH :WIDTH ROOF -AREA SUSP.CEIL COLOR 32.0 65.0 2080.0 NO DARK HEIGHT ,WIDTH WALL -AREA DIRECTION COLOR 10.0 65.0 650.0 N 10.0 32.0 320.0 E LIGHT DARK * ** * ** QUICK COMMERCIAL HVAC ELECTROMATIC SALES & SVC SEARS HOMELIFE * * * * * * * * * * * * * * * * * * * * * * * * * * ** • LOADS PROGRAM BY YORK III 02/17/94 ** ZONE INPUT DATA * * * * ** ZONE # 4: SMALL BLD. NEXT SEAR (5670 SF) AIR HANDLER NUMBER: ZONE LENGTH (FEET): LIGHTING WATTS: NO. OF PEOPLE IN ZONE CEILING HEIGHT (FEET) SEN.SAFETY FACTOR ( %) SEN.HEAT PER PERSON ( CLG VENTILATION CFM: HTG VENTILATION CFM: CLG. SQFT EXPOSED TO LAT. BTUH EQUIP LOAD: ROOF 1. WALL ASHRAE # 10 ASHRAE -G 1. B 2. B 3. B GLASS CONSTRUC 1. HEAVY 1 90.0 PER.SF 25515 DIRECT 60 14.0 0 BTU): 250 0 0 PLENUM: 5670 0 U- FACTOR 0.047 U- FACTOR 0.056 0.056 0.056 RNATIONAL INC. * * * * ** SEATTLE, WA 98109 PAGE 6 * * * * * * * * * * * * * * * * * * * * * ** ZONE OCCURRENCES: ZONE WIDTH (FEET): EQUIPMENT WATTS: EXHAUST AIR CFM: HTG.SAFETY FACTOR ( %): LAT.SAFETY FACTOR ( %): LAT.HEAT PER PERSON (BTU): CLG INFILTRATION CFM: HTG INFILTRATION CFM: EXPOSED FLOOR SLAB EDGE-FT: HTG. & CLG. LOADS CALCULATED DIRECT LENGTH WIDTH 95.0 65.0 HEIGHT WIDTH 14.0 71.0 14.0 90.0 14.0 63.0 U- FACTOR GLS.AREA 0.560 SHD.COEF 280.0 0.870 ROOF -AREA 6175.0 WALL -AREA 994.0 1260.0 882.0 INT.SHADE NO SUSP.CEIL NO DIRECTION 5 W N REFERENCE WALL 1 1 63.0 1500 0 0 0 250 0 0 0.0 COLOR DARK COLOR LIGHT LIGHT LIGHT ******.QUICK COMMERCIAL HVC ELECTROMATIC SALES & SVC SEARS HOMELIFE * * * * * * * * * * * * * * * * * ** DETAILED LOAD DESCRIPTION 1. 2ND FLOOR SALES ROOF- 10- SUSP.0 -D S. WALL-B -L W. WALL -B -L N. WALL -B -L E. WALL -B -L LIGHTS EQUIPMENT PEOPLE TOTAL 2. 1ST FLOOR SALES S. WALL -B -L S. GLS -TRANS H- NS -SOLAR LIGHTS EQUIPMENT PEOPLE TOTAL LOADS PROGRAM BY YORK INkRNATIONAL INC. * * * * ** SEATTLE, WA 98109 02/17/94 PAGE 7 PROJECT ZONE LOAD CALCULATIONS * * * * * * * * * * * * * * ** UNIT -SC- CLTD U.FAC SEN. QUAN CFAC SHGF -CLF- GAIN SYS# 1 PEAK TIME 9 PM JUL. 15600 1440 1560 1440 1560 70200.00 1500.00 120.00 SYS# 1 1160 400 400 69030.00 2000.00 100.00 3 - /c1"ari Nh; j --I V2,701 Nn� 1.000 0.650 0.650 0.650 0.650 1.000 1.000 1.000 34 19 21 7 20 100% 3GThIgH) PEAK TIME 1 PM F 0.047 0.056 0.056 0.056 0.056 3.410 3.410 250/250 24929 798 978 169 922 239382 5115 30000 E 0.650 -9 0.056 1.000 -19 0.560 0.870 250 0.560 1.000 100% 3.410 1.000 3.410 1.000 250/250 -1085 -4256 48720 235392 6820 25000 3. BACK OFFICE & LUNCH SYS# 1 PEAK TIME 7 PM J ROOF- 10- NO.CLG -D N. WALL -B -L E. WALL -B -D LIGHTS EQUIPMENT PEOPLE TOTAL 2080 1. 650 0. 320 1. 5500.00 1. 1500.00 1. 22.00 1. 000 44 0.047 650 6 0.056 000 21 0.056 000 100% 3.410 000 3.410 000 250/250 2- 3 ron d�lnifS6 st t fH) 4. SMALL BLD. NEXT ROOF- 10- NO.CLG -D S. WALL -B -L W. WALL -B -L N. WALL -B -L S. GLS -TRANS H- NS -SOLAR LIGHTS EQUIPMENT PEOPLE TOTAL SEAR SYS# 1 6175 714 1260 882 280 280 25515.00 1500.00 60.00 4301 53 376 18755 5115 5500 LAT. HTG. HTG. GAIN MULT. LOSS (130 X 120) = 15600 SF 2.303 2.744 2.744 2.744 2.744 0 30000 35927 3951 4281 3951 4281 30,000 52,391 (118 X 130) = 15340 SF 2.744 3183 27.440 10976 0 25000 25,000 (32 X 65) = 0 5500 5,500 (90 X PEAK TIME 3 P 1.000 22 0.047 6385 0.650 12 0.056 186 0.650 4 0.056 -39 0.650 -3 0.056 -252 1.000 5 0.560 784 0.870 177 0.500 21559 1.000 100% 3.410 87006 1.000 3.410 5115 1.000 250/250 15000 I '- sTo i (4A t+ / / Z' Vz_TC+1 66 t i-S C'/ 1Na!"i3 0 15000 15,000 2.303 2.744 2.744 14,159 2080 SF 4790 1784 878 7,452 63) = 5670 SF 2.303 14221 2.744 1959 2.744 3457 2.744 2420 27.440 7683 29,740 ****** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK ILRNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 8 * * * * * * * * * * * * * * * * * * * * * ** AIR SYSTEM # 1 ZONE SUMMARY * * * * * * * * * * * * * * * * * * * * * * ** ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG.CFM NO. PEAK TIME & MONTH AREA 0.A. CFM 0.A. CFM EXH. CFM CFM /SF. CFM /SF. 1 2ND FLOOR SALES 15600 52,391 302,293 30,000 5,862 13,393 9 PM JULY 4,680 4,680 0 0.38 0.86 2 1ST FLOOR SALES 15340 14,159 310,591 25,000 1,584 13,760 1 PM FEBRUARY 4,602 4,602 0 0.10 0.90 3 BACK OFFICE & LUNC 2080 7,452 34,100 5,500 834 1,511 7 PM JULY 624 624 0 0.40 0.73 SMALL BLD. NEXT SE 5670 29,740 135,744 15,000 3,327 6,014 3 PM AUGUST 1,701 1,701 0 0.59 1.06 ZONE PEAK TOTALS 38,690 103,742 782,728 75,500 11,607 34,678 TOTAL ZONES: 4 11,607 11,607 0 0.30 0.90 * * * *.* *`QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK I1`ERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 9 * * * * * * * * * * * * * * * * * * ** AIR SYSTEM # 1 TOTAL LOAD SUMMARY * * * * * * * * * * * * * * * * * * * ** AIR HANDLER DESC: PACKAGED UNIT WITH CV (PROPORTION) TERMINALS SENSIBLE HEAT RATIO: 0.91 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 3 PM IN JULY OUTDOOR CONDITIONS: 88 DB, 69 WB, 77.30 GRAINS BECAUSE OF THE DIVERSITY IN ZONE, PLENUM, AND VENT. PEAK TIME IN AUGUST AT 3 PM IS DIFFERENT FROM HENCE, THE AIR SYSTEM CFM WAS COMPUTED USING A ZONE SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: ZONE SPACE INFILTRATION OUTSIDE tAIR TOTAL SYSTEM SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: INSIDE: 75 DB, 50% RH LOADS, THE ZONE SENSIBLE THE TOTAL SYS. PEAK TIME SEN. LOAD OF 751,960 VENT CONTROLS OUTSIDE AIR 103,742 BTUH 0 BTUH ( 0 605,416 BTUH ( 11,607 CFM) CFM) SUPPLY AIR: 103,742 / (0.986 X 1.08 X 8.4) ( 11,607 CFM) WINTER VENT OUTSIDE AIR (100% OF SUPPLY): ( 11,607 CFM) ZONE SPACE SEN.GAIN: 751,764 BTUH INFILTRATION SEN.GAIN: 0 BTUH ( 0 CFM) DRAW -THRU FAN SEN.GAIN: 0 BTUH SUPPLY DUCT SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: SUPPLY AIR: 751,960 / (0.986 X 1.1 X 20) = ( 34,678 CFM) SUMMER VENT OUTSIDE AIR (33.47% OF SUPPLY): ( 11,607 CFM) RETURN DUCT RETURN PLENUM OUTSIDE AIR BLOW -THRU FAN SEN.GAIN: SEN.GAIN: SEN.GAIN: SEN.GAIN: 0 0 163,595 0 TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT.GAIN: INFILTRATION LAT.GAIN: OUTSIDE AIR LAT.GAIN: BTUH BTUH BTUH ( 11,607 CFM) BTUH 75,500 BTUH 0 BTUH ( 0 CFM) 91,057 BTUH ( 11,607 CFM) TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 709,158 BTUH 751,764 BTUH 163,595 BTUH 915,359 BTUH 166,557 BTUH 1,081,916 BTUH 90.16 TONS * * **** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 10 * * * * * * * * * * * * * * ** AIR SYSTEM # 1 ZONE SENSIBLE LOAD PROFILE * * * * * * * * * * * * * * * ** * * HOUR MONTHLY AND HOURLY SYSTEM # 1 ZONE SENSIBLE LOAD PROFILE AUGUST JUNE ZONE.SEN ZONE.SEN JULY SEPTEMBER JANUARY ZONE.SEN ZONE.SEN ZONE.SEN FEBRUARY * ZONE.SEN * 1 AM 2 AM 3 AM 4 AM 5 AM 6 AM 7 AM 8 AM 9 AM 10 AM 11 AM 12 PM 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM 10 PM 11 PM 12 AM O Q 0 0 0 O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 694020 694141 701278 677827 620494 695561 694830 702198 680095 623277 701466 698747 706652 687698 632082 711817 706541 715141 700232 646159 725027 716914 726283 715871 663513 737124 726739 736723 729907 678920 747451 735648 746014 741447 691319 751506 739987 750278 745260 694960 751960 741857 751764 744497 693341 749908 741793 751163 740749 688392 748013 741603 750511 737401 684013 746316 741324 749846 734488 680244 742123 738839 746900 728844 673570 738058 735904 743660 723805 667844 734287 732704 740302 719552 663247 729460 728445 735891 714238 657590 O 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 637938 640771 649701 663937 681470 697019 709506 713131 711423 706348 701864 698006 691224 685428 680797 675104 0 0 *** * c jy' *fie * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK I I'ERNATIONAL INC. TNC. ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 11 * * * * * * * * * * * * * * * * * * * * * * ** TOTAL BUILDING LOAD SUMMARY * * * * * * * * * * * * * * * * * * * * * ** BUILDING PEAKS IN JULY AT 3 PM BLDG. LOAD AREA DESCRIPTIONS QUAN SEN. %TOT LAT. LOSS LOSS GAIN + SEN. GAIN = TOTAL %TOT GAIN GAIN ROOF WALL GLASS 23,855 10,986 680 54,938 30,145 18,659 7.75 4.25 2.63 O 26,649 O 2,245 O : 44,670 26,649 2.46 2,245 0.21 44,670 4.13 SKIN LOADS 35,521 103,742 14.63 O 73,564 73,564 6.80 LIGHTING EQUIPMENT PEOPLE PARTITION VENT 11,607 INFL 0 DRAW -THRU FAN BLOW -THRU FAN SUPPLY DUCT RETURN DUCT 170,245 6,500 302 0 11,607 0 0 0 0 0 605,416 0 0 0 0 0 0.00 0.00 0.00 0.00 85.37 0.00 0.00 0.00 0.00 0.00 0 0 75,500 0 91,057 0 0 0 0 0 "580,535 22,165 • 75,500 0 '163,595 0 0 0 0 0 580,535 22,165 151,000 0 254,652 0 0 0 0 0 53.66 2.05 13.96 0.00 23.54 0.00 0.00 0.00 0.00 0.00 BUILDING TOTALS 709,158 100.00 166,557 915,359 1,081,916 100.00 BUILDING SUMMARY LOAD DESCRIPTIONS SEN. %TOT LOSS LOSS LAT. GAIN + SEN. GAIN TOTAL %TOT GAIN GAIN VENTILATION INFILTRATION ZONE LOADS PLENUM LOADS FAN & DUCT LOADS 605,416 0 103,742 0 0 85.37 0.00 14.63 0.00 0.00 91,057 0 75,500 0 0 163,595 0 751,764 0 0 254,652 23.54 O 0.00 827,264 76.46 O 0.00 O 0.00 BUILDING TOTALS 709,158 100.00 166,557 915,359 1,081,916 100.00 TOTAL BUILDING SUPPLY AIR (BASED ON A 20 TD): TOTAL BUILDING VENT AIR (33.47% OF SUPPLY): TOTAL CONDITIONED AIR SPACE: SUPPLY AIR CFM /SQ.FT. OF CONDITIONED SPACE: SQ.FT OF CONDITIONED AIR SPACE PER TON: TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 34,678 11,607 38,690 0.8963 429.1276 0.0023 90.16 CFM CFM 5-90e r5oe• SQ.FT CFM / SQ.FT SQ.FT /TON TONS / SQ.FT TONS Appendix D: Outside Design Temperatures for Washington RECOMMENDED OUTDOOR DESIGN TEMPERATURES WASHINGTON STATE E SECOND EDITION The tables in Appendix D "Recommended Outdoor Design Temperatures, Washington State" have been reprinted with the permission of the Puget Sound Chapter ASHRAE for this publication only. Additional copies of this document may be obtained from: Puget Sound Chapter ASHRAE 1200 Westlake Avenue North, Suite 414 Seattle, WA 98109 (206)283 -1222 Published by PUGET SOUND CHAPTER, AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR - CONDITIONING ENGINEERS, INC. April, 1986 D -1 Appendix D: Outside Design Temperatures for Washington RECOMMENDED OUTDOOR DESIGN TEMPERATURES WASHINGTON STATE — SECOND EDITION — Compiled and published by the Puget Sound Chapter of the American Society of Heating, Refrigerating and Air - Conditioning Engineers, Inc. 1200 Westlake Avenue North, Suite 414 Seattle, Washington 98109 (206) 283 -1222 The Chapter extends sincere appreciation to the Western Air Conditioning Industries Association of San Francisco, who by their generosity, provided a research grant for the study and publication of the first edition. Appreciation is extended to: Puget Sound Chapter ASHRAE, Design Conditions Committee who researched and prepared the first edition over a three -year term. Chairman George Velas Vice Chairman Roger Wright Committee .... Glenn Martin, Dan Sullivan, Robert Wells Additional appreciation is extended to the past and current presidents of the Puget Sound Chapter ASHRAE, who by their efforts provided the encouragement and assistance for the continuity of this research project. Donald Owens 1972 Clyde Roodhouse 1973 Martin McDougall 1974 Lawrence Humphries 1986 The second edition was prepared by members of the Document Revisions Committee Angela B. LaVigne, Richard W. Calvert, and Hossein Khorram. Special appreciation is extended to William A. Holladay, editor of the first edition and past international presi- dent of ASHRAE. D -2 ;!< ( Appendix D: Outside Design Temperatures for Washington PREFACE These tables present summer and winter design temperatures for approximately 250 localities in the State of Washington. The temperatures presented are percentage levels on an annual basis: summer at the 0.1 %, 0.5% and 2.0% levels, winter at the median of the annual lows, 0.2% and 0.6% levels. As an example, the summer dry bulb design temperatures for Sea-Tac Airport (SEA) are: ANNUAL BASIS TEMPERATURE % of Year Hours 0.1 9 89 F 0.5 44 83 F 2.0 175 76 F Suggestions in the first edition of this publication for the use of the summer design temperatures were: 1. The 0.1% 9-hour level should be used only for extremely conservative work: sensitive computer installations, heavy internal Toads, etc. — the occasional project that must hold the desired temperature regardless of outside conditions. This column may also be used for the sizing of air cooled condensers. 2. The 0.5% 44 -hour column is for the average job. 3. The 2.0% 175 -hour column is for the promotional job where every corner must be cut and where equipment cost is more important than exact maintenance of temperature. Dry bulb and wet bulb temperatures were calculated independently and are on a non - coincident basis. The winter design temperatures also are shown on an annual percentage basis: 0.2% (18 hours) and 0.6% (53 hours). In the first edition of this publication, it was suggested that the three winter values be used as follows: Median of Extremes 0.2 %, 18 hour 0.6 %, 53 hour Residential; large glass areas; light construction Medium construction; daytime use Heavy construction The Washington State Energy Code effective April 1, 1986 requires the 0.5% column for summer design temperatures and the 0.6% column for winter design temperatures. Temperatures 0111 localities with "a" beside the name were developed from five to 22 years of hourly data, tabulated by computer. Localities marked "b" record only daily maximum and minimum temperatures, and the design levels were developed from seven to 25 years of records, using the graphical method proposed by Loren W. Crow in ASHRAE Research Project 23. Temperatures for other localities (without Weather Stations) were interpolated using contour lines. Winter temperatures in Washington are highly variable. Annual minimum temperatures may vary plus or minus 20 degrees from the medians listed. The temperatures listed do not represent the most severe conditions. The temperatures of some metropolitan areas show a gradual increase due to growth in energy output. The source of the annual heating degree days listed in this document is Appendix A of the Washington State Energy Code Training Manual, 1983 edition, WAOENG•83.14, with permission. Appreciation is extended to: Loren W. Crow, Consulting Management, an unfailing and generous source of meteorological information. Oscar E. Richard, Chairman of ASHRAE TC•4.2, Weather Data and Design Conditions, and Editor of Air Force Manual 88.8, Engrwerimg Weather Data. Neither the Puget Sound Chapter ASHRAE nor any of its members jointly or individually will be held responsible for designs resulting from the use of this document. The Document Revisions Committee will appreciate if errors or omissions are brought to their attention. Although care has been taken in compiling and publishing this document, no warranties, expressed or implied, are given in connection herewith and no responsibility can be taken for any claims arising herewith: ASHRAE, INC. Copyright 1975. 1986 by Puget Sound Chanter ASHRAE ABBREVIATIONS AFB Air Force Base Mtn Mountain AP Airport Pt Point CO City Office Res Reservoir Exp Experiment RS Ranger Station Hts Heights Ste Station JC Junior or College Typical: "4 (miles) NE" D -3 Appendix D: Outside Design Temperatures for Washington Station Elev. Ft. SUMMER WINTER Annual Design Dry Bulb Design Wet Bulb Median Design Heating of Dry Bulb Degree 0.1% 0.5% 2.0% 0.1% 0.5% 2.0% Extremes 0.2% 0.6% Days Aberdeen Aberdeen 20 NNE Anacortes Anatone Appleton 12 b 87 81 76 64 62 60 20 24 28 5316 435 b 89 83 78 65 63 61 17 21 25 5539' 30 b 78 72 67 63 61 59 15 20 24 5168 3570 b 94 89 84 66 63 61 -16 -12 -4 7345• 2336 b 97 92 86 68 65 62 1 6 11 Alder Dam 5820' Auburn 80 90 84 78 70 67 64 11 17 25 Battleground 295 b 96 91 84 71 68 65 11 15 19 5263 Bellevue 200 89 83 76 69 67 64 14 20 24 Bellingham AP 150 b 82 76 70 69 66 63 9 14 19 2 N 140 b 84 78 72 70 67 64 7 12 17 5738 Benton City 2 NW 680 b 102 98 93 72 69 66 0 6 11 5245' Bickleton 3000 b 97 92 86 68 85 62 -6 -1 4 6859 Blaine 80 b 79 73 67 69 66 63 9 13 17 5724 Bothell 2 N 100 b 89 83 76 69 66 63 7 12 17 5540' Bremerton 162 b 89 83 76 70 67 64 17 23 29 Brier 440 88 82 76 69 67 64 14 19 24 Buckley 1 NE 685 b 89 83 77 69 66 63 10 16 26 5501 Bumping Lake 3440 b 89 83 78 66 63 60 -16 -10 -5 Burlington 28 83 77 72 69 66 63 10 15 19 Camas 48 93 87 80 71 68 65 13 17 21 Castle Rock 50 92 87 82 70 67 64 13 18 23 Cedar Lake 1560 b 87 80 74 67 64 61 9 15 20 6525 Centralia 185 b 92 87 81 70 67 64 11 16 21 4982 Central Park 20 87 81 76 64 62 60 19 23 27 Chehalis 178 92 87 81 70 67 64 11 16 21 Chelan 1120 b 95 89 82 70 67 64 0 5 10 6151 Cheney 2400 b 99 94 88 69 66 63 -9 -3 4 6608' Chesaw 3960 b 87 81 74 64 61 59 -21 -16 -11 8459' Chewalah 2 S 1675 b 98 93 87 70 67 64 -21 -15 -9 7188 Chief Joseph Dam 810 b 100 95 89 71 68 65 -4 1 6 6174' Clallam Bay 1 NNE 30 b 79 74 68 63 61 59 21 25 28 6332 Clarkston 1186 b 100 94 88 70 67 64 -2 2 10 Clearbrook 64 b 86 80 74 69 66 63 9 14 19 5807 Clearwater 75 b 86 80 75 65 62 60 18 22 26 5835' Cle Elum 1930 b 97 91 86 69 66 63 -11 -5 1 7020 Clyde Hill 150 89 83 76 69 67 64 14 20 24 Colfax 1 NW 1955 b 99 94 88 69 66 63 -8 -3 2 6319 College Place 800 101 96 90 71 68 65 -6 -2 6 Colville AP 1874 b 97 92 86 69 66 63 -12 -7 -2 7097 Conconully 2275 b 91 86 80 67 64 61 -17 -12 -7 7521 Concrete 195 b 89 83 78 70 67 64 10 15 19 5162 Connell 4 NNW 1020 b 104 100 95 72 69 66 -5 1 6 Cougar 5 E 520 b 97 93 87 71 68 65 15 20 25 Coulee Dam 1 SW 1700 b 99 94 88 70 67 64 -2 3 9 5964' Coupeville 1 S 50 b 81 76 71 64 62 60 13 18 21 5609 Cushman Dam 760 b 90 85 79 69 66 63 13 18 22 5426 Oallesport AP 222 b 104 99 92 72 70 67 4 9 14 4978 Darnngton RS 550 b 91 85 79 70 67 64 3 8 13 5740' Davenport 2460 b 97 92 86 68 65 62 -8 -2 5 7129 D -4 Station Elev. Ft. Appendix D: Outside Design Temperatures for Washington SUMMER WINTER Annual Design Dry Bulb Design Wet Bulb Median Design Heating of Dry Bulb Degree 0.1% 0.5% 2.0% 0.1% 0.5% 2.0% Extremes 0.2% 0.6% Days Dayton 1 WSW 1557 b 102 97 91 70 67 64 -6 -2 5 5628 Deer Park 2 E 2130 b 97 92 86 69 66 63 -18 -12 -5 7347 Des Moines 50 89 83 76 70 67 64 14 20 25 Diablo Dam 891 b 93 87 82 69 66 63 5 10 15 6214 Dlshman 1950 101 96 90 69 67 64 -4 2 9 East Bremerton 100 89 83 76 70 67 64 17 23 29 Edmonds 9 88 82 76 69 67 64 14 19 24 Electron Headwks 1730 b 88 84 77 68 65 62 6 12 16 Ellensburg AP 1627 b 95 90 85 68 66 63 -10 -4 2 CO 1572 b 95 90 85 68 66 63 -8 -2 4 Elma 68 b 94 88 83 67 64 61 15 20 24 5203 Eltopia 8 W 895 b 102 98 93 71 68 65 -2 4 9 Elwha RS 360 b 86 81 75 64 62 60 15 20 24 5945' Enumclaw 742 89 83 77 69 66 63 10 16 26 Ephrata AP 1259 b 102 97 90 69 67 65 -5 0 7 5603 CO 1250 b 101 96 89 69 67 65 0 5 12 Everett JC 60 b 85 79 73 69 66 63 13 18 23 5347 Paine AFB 598 a 85 79 73 69 66 63 11 16 21 Fircrest 300 88 82 75 68 66 63 17 23 29 Forks 1 E 350 b 86 81 75 69 66 63 15 19 23 5816 Fort Lewis 66 a 90 85 78 70 67 64 12 18 24 Friday Harbor 5440' Fruitvale 150 98 94 88 71 68 65 -1 5 11 Glacier RS 935 b 88 82 76 68 65 62 3 8 13 6510' Glenoma (Kosmos) 870 b 93 89 83 70 67 64 8 14 18 5678 Goldendale 1650 b 99 94 88 70 67 64 -3 2 7 6284 Grandview 811 101 97 92 72 69 66 0 6 12 Grapeview 30 b 89 83 77 66 63 60 18 24 30 4873 Grayland 2 S 15 b 80 74 69 63 81 59 20 24 28 '5291' Grays River Hatchery 100 b 91 86 80 70 67 64 16 20 24 Greenwater 1730 b 89 84 78 68 65 62 3 9 14 Grotto 849 b 90 84 78 69 66 63 11 16 21 5735' Harrington 2 S 2260 b 99 94 68 69 66 63 -10 -4 3 Hartline 1910 b 101 96 90 70 67 64 -4 1 7 6519' Hatton 8 E 1430 b 103 99 93 71 68 65 -10 -4 1 6035 Holden Village 3220 b 88 81 76 64 62 60 -6 -1 4 8380' Hoquiam AP 14 b 85 79 74 64 62 60 18 22 26 5085' Ice Harbor Dam 368 b 104 100 95 72 69 66 6 12 17 Inchelium 2 NW 1685 b 97 92 86 69 66 63 -10 -5 0 7035' Issaquah 97 89 83 77 69 67 64 13 19 23 John Day Dam 186 b 105 100 92 73 70 67 9 14 19 Kelso AP 26 92 87 82 70 67 64 14 19 24 Kennewick 10 SW 392 b 101 97 92 71 69 66 2 8 13 4892 Kent 32 b 91 85 78 69 66 63 11 17 21 Kid Valley 690 b 91 86 80 70 67 64 10 15 20 5769 Kirkland 177 89 83 76 69 67 64 7 12 17 Lacey 184 90 85 79 68 66 63 7 12 17 La Center 5480' Lacrosse 3 ESE 1546 b 103 98 92 70 67 64 -13 -8 -3 5979 La Grande 960 b 93 88 82 70 67 64 13 19 23 D -5 Appendix D: Outside Design Temperatures for Washington SUMMER WINTER Annual Design Dry Bulb Design Wet Bulb Median Design Heating Elev. of Dry Bulb Degree Station Ft. 0.1% 0.5% 2.0% 0.1% 0.5% 2.0% Extremes 0.2% 0.6% Days Lake Cle Elum 2255 b 93 87 82 68 65 62 -10 -4 1 7539 Lake Forest Park 30 89 83 76 69 67 64 14 20 24 Lake Kachess 2270 b 92 86 81 67 64 61 -8 -2 3 7687 Lake Keechelus 2475 b 88 82 77 66 63 60 -6 0 5 8279 Lakewood Center — 88 82 75 68 66 63 17 23 29 Landsburg 535 b 90 84 77 69 66 63 10 14 18 5854 Larson AFB 1183 a 100 96 90 70 67 64 -8 -1 6 Laurier 1644 b 98 93 77 70 67 64 -18 -13 -8 7241 Leavenworth 1128 b 99 93 88 70 67 64 -14 -8 -3 6309' Lemanasky Lake 3500 b 83 78 72 63 61 59 -17 -12 -7 Lind 3 NE 1630 b 104 100 94 71 68 65 -6 -1 6 6037 Linwood ,1900 101 96 90 69 67 64 -3 3 10 Little Goose Dam 700 b 106 101 95 72 69 66 11 16 22 Long Beach 3 NNE 25 b 83 77 72 63 61 59 17 21 25 5332 Longmire RS 7253' Longview 12 b 92 87 82 70 67 64 14 19 24 5064 Lower Granite Dam 640 b 103 98 92 72 69 66 4 9 14 4575' Lower Monument Dam 460 b 108 103 98 73 70 67 7 13 18 Lynden 95 80 74 68 69 67 64 9 13 18 Lynnwood 340 88 82 76 69 67 64 14 19 24 Malott 815 b 101 96 90 71 68 65 -6 -1 4 Marietta 3 NNW 10 b 80 74 68 63 61 59 8 13 18 5435' Marysville 15 85 79 73 69 66 63 13 18 23 McMillin Res. 579 b 88 83 77 69 66 63 11 17 21 5550 McNary Dam 361 b 104 100 95 72 69 66 0 5 11 Medical Lake 2350 95 90 84 67 85 62 -9 -3 4 Medina 26 89 . 83 76 69 67 64 14 20 24 Mercer Island 40 89 83 76 68 66 63 15 21 25 Metaline Falls 2107 b 94 89 83 68 65 62 -11 -6 -1 7325' Methow 2 W 1165 b 100 94 89 70 67 64 -9 -4 1 6700' Milton 250 88 82 75 68 66 63 17 23 29 Monroe 120 b 89 83 77 70 67 64 11 16 21 5133 Montesano 3 NW 40 90 34 79 64 62 60 18 22 2Z Moses Lake 3 E 1208 b 100 96 90 70 67 64 -6 -1 g 6404' Mt. Adams RS 1960 b 94 89 82 68 65 62 -5 0 6 6973 Mt. Baker Lodge 9060' Mountlake Terrace 440 89 83 76 69 67 64 12 17 22 Mt. Pleasant 4960' Mt. Spokane Summit 5890 b 79 74 68 60 58 56 -15 -9 -2 Mount Vernon 3 WNW 14 b 83 77 71 69 66 63 11 16 20 Moxee City 10 E 1550 b 97 93 87 70 67 64 -4 2 8 Mud Mtn. Dam 1308 b 87 82 76 68 65 62 12 18 23 6067 Nespelem 2 S 1890 b 98 93 87 69 66 63 -14 -9 -4 6899 Newhalem 525 b 95 89 84 70 67 64 9 14 19 5754 Newport 2135 b 97 92 86 69 66 63 -15 -10 -5 7406 Normandy Park 200 89 83 76 68 65 62 14 20 24 North Head 5205' Northport 1350 b 97 92 86 70 67 64 -8 -3 2 6588 Oak Harbor 10 79 74 69 64 62 60 8 13 16 Oakville 85 b 90 85 79 66 63 60 11 16 20 5380 Odessa 1540 b 104 100 94 71 68 65 -5 0 7 6148 Olga 2 SE 80 b 77 71 65 63 61 59 15 20 24 5721 Olympia, Priest Pt. 40 b 90 85 79 68 66 63 12 17 22 5530 AP 195 b 90 85 79 68 66 63 7 12 17 5236 Oniak 2 NW 1228 b 95 90 84 70 67 64 -7 -2 3 6806' D -6 (A, c Station Elev. Ft. Appendix D: Outside Design Temperatures for Washington SUMMER WINTER Annual Design Dry Bulb Design Wet Bulb Median Design Heating of Dry Bulb Degree 0.1% 0.5% 2.0% 0.1% 0.5% 2.0% Extremes 0.2% 0.6% Days Opportunity 1975 101 96 90 69 67 64 -5 1 8 Oroville 1060 b 98 93 87 70 67 64 -5 0 5 6055' Othello 1190 b 102 98 92 71 68 65 -3 2 9 5858 Packwood 1060 b 96 90 85 70 67 64 5 11 16 5740' Palmer 3 SE 920 b 90 84 77 69 66 63 12 18 22 5761 Parkland 301 90 84 77 69 67 64 9 15 20 Pasco 360 102 98 93 71 69 66 2 8 13 Plain 1940 b 95 89 84 68 65 62 -14 -9 -3 7424 Pleasant View 1665 b 103 98 92 70 67 64 5 10 16 Pt. Grenville 100 b 74 68 63 62 60 58 19 23 27 5743' Pomeroy 1810 b 100 95 89 70 67 64 -9 -5 3 5767 Port Angeles 99 b 80 75 69 62 59 56 19 24 28 5842 Port Orchard 10 . 89 83 76 70 67 64 17 23 29 Port Townsend 100 b 81 76 71 63 60 57 17 22 25 5284 Priest Rapids Dam 460 b 106 102 97 73 70 67 2 8 14 Prosser 675 b 101 97 92 72 69 66 1 7 12 5570 4NE 903 b 100 96 91 71 68 65 0 6 11 5181' Prindle 4600• Pullman Exp. Sta. 2545 b 96 91 85 68 65 62 -9 -4 1 6624 Puyallup 50 b 92 86 79 70 67 64 9 15 19 5173 Quilcene 2 SW 123 b 89 83 76 66 63 60 12 18 23 5581 Quillayute AP 179 b 86 81 75 66 63 60 15 19 23 5951 Ouinauit RS 220 b 90 84 79 66 63 60 17 21 25 5145• Quincy 1 NE 1274 b 99 94 88 70 67 64 -8 -3 4 6227 Rainier: Carbon River 1735 b 84 78 73 67 64 61 12 18 23 Longmire 2782 b 91 85 80 67 64 61 4 10 15 7344 Paradise RS 5427 b 77 71 56 80 58 56 -3 3 8 9560' Raymond 11 87 81 76 64 62 60 20 24 28 Redmond 53 89 83 76 69 67 84 7 12 17 Renton 40 89 83 76 69 67 84 14 20 24 Republic 2810 b 92 87 81 67 64 61 -19 -14 -9 7835' Richland 357 b 105 101 96 71 69 68 0 6 11 5346' Rimrock Tieton Dam 2730 b 92 86 82 67 64 61 -8 -2 4 7681 Ritzville 1830 b 103 99 93 70 67 64 -6 -1 6 6386 Rosalie 2400 b 97 92 86 68 65 62 -5 0 6 6818 Ross Dam 1236 b 92 86 81 69 66 63 4 9 14 Ruff 3 SW 6040• St. John 1945 b 100 95 89 69 66 63 4 9 15 Sappho 8 E 760 b 88 83 77 64 62 60 15 19 23 6009' Satus Pass 2630 b 94 90 84 68 65 62 -1 4 10 Seattle: Boeing 14 b 89 83 76 68 66 63 15 21 25 Sea -Tac AP 385 a 89 83 76 68 65 62 14 20 24 5145 CO 19 b 88 82 75 68 66 63 20 26 30 4424' Jackson Park 335 b 88 82 75 68 68 63 15 21 25 Maple Leaf 420 b 88 82 75 68 66 63 13 19 23 U. of Wash. 96 b 90 84 77 69 67 64 16 22 26 4695 Sedro Woolley 1 E 50 b 84 78 73 69 66 63 9 14 19 5356 Selah 1108 98 94 88 71 68 65 -1 5 11 Sequim 180 b 83 78 72 64 62 60 15 20 23 5645 Shelton 22 b 90 85 79 66 63 60 13 18 23 5241 Shoultes 150 85 79 73 69 66 63 13 18 23 Skamania Fish Hatch. 440 b 99 93 86 71 68 65 15 19 24 Smyrna 560 b 106 102 96 72 69 66 -4 1 8 5860' Skykomish 5255' D -7 Appendix D: Outside Design Temperatures for Washington SUMMER WINTER Annual Design Dry Bulb Design Wet Bulb Median Design Heating Elev. of Dry Bulb Degree Station Ft. 0.1% 0.5% 2.0% 0.1% 0.5% 2.0% Extremes 0.2% 0.6% Days Snohomish 92 87 81 78 69 66 63 11 16 21 5487 Snoqualmie Fat: 440 b 89 83 77 69 66 63 12 18 22 Pass 3020 b 86 80 74 64 62 60 -5 1 6 South Broadway 1000 98 94 88 71 68 65 -1 5 11 So. Olympic Tree Farm 080 b 90 84 79 64 62 60 15 20 24 Spanaway 32 91 85 78 69 67 64 10 16 20 Spirit Lake 8395' Spokane AP 2364 a 97 92 86 67 65 62 -9 -3 4 6835 CO 1875 a 101 96 90 69 67 64 -3 3 10 Fairchild AFB 2437 a 95 90 84 67 65 62 -9 -3 4 Sprague 1930 b 101 96 90 70 67 64 -8 -2 4 6536 Stampede Pass 3958 b 82 76 71 63 61 59 -4 2 7 9400' Startup 1 E 170 b 91 85 79 70 67 64 10 15 20 5181 Stehekin 3 NW 1150 b 91 85 80 69 66 63 2 7 12 6795 Steilacoom 50 90 84 77 69 67 64 9 15 21 Stevens Pass 4070 b 83 77 72 83 61 59 -4 1 6 9307' Stevenson 5335' Slockdill Ranch 2200 b 93 88 83 68 65 62 -24 -19 -14 8497 Sumner 72 92 86 79 70 67 64 9 15 19 Sunnyside 747 b 101 97 91 71 68 65 0 6 12 5361 Tacoma McChord 332 a 90 84 77 69 67 64 9 15 21 4835 CO 267 b 88 82 75 68 66 63 17 23 29 Tatoosh Island 101 b 68 63 59 61 59 58 24 28 31 5719' Thompson Place 200 90 85 79 68 66 63 10 15 20 7332 Tieton Intake 2280 b 94 88 83 68 65 62 -6 0 6 Toledo AP 351 b 89 84 79 69 66 63 7 12 17 Toppenish 756 100 96 90 71 68 65 -1 5 11 Trinidad 2 SSE 555 b 104 99 93 72 69 66 1 7 13 5268' Tukwila 50 89 83 76 69 67 64 14 20 24 Tumwaler 87 90 85 79 68 66 63 7 12 17 University Place 250 88 82 75 68 66 63 17 23 29 Upper Baker Dam 690 b 89 83 78 69 66 63 4 9 14 Vancouver 210 b 94 88 82 70 67 64 14 18 22 4667 Vashon Island 231 b 84 78 71 64 62 60 17 23 28 Walla Walla AP 1170 a 101 96 90 71 68 65 -6 -2 6 4835 CO 949 b 100 95 89 70 67 64 1 5 13 4805 3 W 800 b 101 96 90 71 68 65 -6 -2 6 5040' Wapato 850 b 99 95 89 71 68 65 -2 4 10 5239 Washougal 8 ENE 760 b 95 89 82 70 67 64 12 16 21 5225' Waterville 2620 b 94 88 83 67 64 61 -9 -4 1 7517 Wawawai 2 NW 640 b 103 98 92 72 69 66 4 9 14 Weliptnit 2450 b 98 93 87 68 65 62 -11 -5 1 Wenatchee AP 1229 b 100 94 89 70 67 64 1 7 13 5799 CO 634 b 98 92 87 69 66 63 -2 4 10 West Clarkston 825 100 94 88 70 67 64 -2 2 10 Whidbey Island 32 a 76 71 66 64 62 59 3 8 11 White River RS 3500 b 87 81 76 64 62 59 1 7 12 White Swan RS 970 b 100 95 90 71 68 65 -4 2 8 Whitman Mission 632 b 102 97 91 71 68 65 0 4 11 Wilbur 2160 b 96 91 85 69 66 63 =7 -2 4 6950 Wtllapa Harbor 10 b 87 81 76 66 63 60 18 22 26 5078 Wilson Creek 1276 b 101 96 90 71 68 65 -9 -4 3 6232 Wind River 1145 b 96 91 85 70 67 64 5 10 15 6312' Winthrop 1 WSW 1755 b 96 91 85 69 66 63 -22 -17 -12 7708 Yakima AP 1064 a 98 94 88 71 68 65 -1 5 11 5941 loose entries are 30 year data to 1960 Au others are 30 year data to 1910 D.8 ( 331 FIDELITY ASSOCIATES SUPPLEMENTAL CALCULATIONS RECEIVED AU9 19 vs COMMUNITY TEVELOPIAENT .RECEIVED JUL 5 1994 ROBERT FOSSATTI ASSOC. • R A T T1 SWENSON P E R B I X project client • 1411 4th Avenue Building Suite 500 ....,....,. .........,,..- .sw�wn.nr.�. «rf ;".. •!�.*e:r'I!!; r�?�r tr( ».!"L+� * %r.'jn�;i'.(�'� _, .;"`.Zr date rsp no. design sheet check Seattle, Wa. 98101 206 -624 -8687 FAX 206- 624 -8268 .1'rb /".1‘.~ eG•5.,_G4.•,s�� row.. ro•.J" Ja$) : L, 7' - -d" -. 6,-----.....—L---. a--• I. 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(14.t ncf ) l/A4A. 457- ti 4.6., 5q. 571 r (.4 a) fILAP5 q, AG 1 G_ L., 6- /6 /.33 = 544 RATTI SWENSON PERBIX project Co date ('4,'- design rsp no. sheet client check 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206-624-8687 FAX 206-624-8268 rprcrtl-riricvr5.M7,..P.4.027:".1.7.7r-NTI:rtuTeTalw%rxlifigo.NT.NYPVArnr:TMITzvv",=574::Trtvri;7:717747R7.‘t717145.41tn.ret,',7:17.1ten+.7.-;kftr,t,tor,..4,,,,7,7„.,,;;%,, N,54 _ /zdo F bt 4/PA re. Z2• t' ti4 45.2.1',1 _ (0.1. K S'• 120 154-re. ( ;ousIrS e4 Stci¢— (LA Am • G &Dk• 8 • 112 t." CS1Co parr. h Tr-.1.653!' om- 1.c53"- QS.2 120 an� r �� $ 1-HG2•GTAS•S ecnnc.c4•0r t T.T. it.2jte" ,V �t w h P.eah. C.41 .e_ -v 14 ) 1-c 4- c c t_o-, �. V % 2oc� ►' 1-P' > 1 s £3 R A T T I SWENSON P E R B I X ■ project L-9¢ date 44- design rsp no. sheet. client check 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206-624-8687 FAX 206 - 624 -8268 _.-.._.., ... ......- .- .r,..•- .e.•..a.. yen. a• .uuvrr.rn7(C,rkxnrFT7•Y•�ts!..+f R•'{�"s:4i OLIT$ V33, 11^7^ 4! R! R7WP !'4•.7•907 .��E'otr+7n.�rf�. wn. r.•K- !ter, rw+•a ir'r:.. a .. C/ ,'1v- /fuor ttp.t -a- GS ,c r t / I 313pi? 11..1 lt,,1 32,D G w S e Al) v ) c 4 , t „ , , �•ee�rc/ �,�. o ∎ . e s �.. � n, i to , e t . : C t „ r c� . �o r e � ( �.ti•wi\ 4 / ) t b�st..t t1 I4 6 6°4,,.,,, it Inc :. .'r 9 ,5”- et c,r :�r�ri.¢_ (d. - .,tIk16(:) e..) 0, .e.L.. s Ac-L. St— o -;4-„ +r Ito, 4 4- a.,.01 4-0 r, a • 3 ( ),e-4 -"vt ,o 5161)• a )4.5t5� 5j� �� laee..�. ,rite` u/'" IcLi•6. G�6.n�' t- <« (3ai:,t Sf.St,) I tc.e te_e • R A T T I SWENSON P E R B I X • project 6-9 date design rsp no. sheet client check 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206 - 624 -8687 FAX 206 -624 -8268 __ .,t....r-- ..•.m- sr.�re- rsr.:rr 7_TP'rs?ri7.cc... ...m"K?F,.trter,�;lte,n t7.51 ta^7^tr..s rrty ...+:mac^ .T r.., .,+r...+c•rrnerr.?rr•,•••-rr,, _... _ ,■n. .4- r , /14" 40171:7 .11.5( 1.LOC) 11 194 r • - p..*; **A.R.— °Z. k* ;•.% • 5% ese" L1-1-19 O._ 42.) to > 8cie.) 6.51u, C-) A . -r 241.so -2,\A`A • 4 cz 14 .\1,-....1, e_ Ic.e?,Ar = be115 .•,... Itso ''''' \Kai-- Irn c.o.s.) ,.. 0. t TI:i;t S ,4S-7-11. .•• 1 * 2- .t. W-13- wi: h t6--% I ft Ce—c.. -- \ e-2.4,4 t. 5 e Sot*I'/ kr.7 • • , R ATTI SWENSON PERIBIX project A. de 7t) client date "474 design check rsp no. sheet 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206-624-8687 FAX 206-624-8268 /N-tot-AtJt.: it 4. V: 193 • id jctf 4. node-- 04A V : 741 /e- Vs: 400 34) tot .2 6 49 ecomc'c- (40 AAA 4-t, lo s 1047;741) •C V zt,P tit-e-- (2) ot-ds e) 4" °e- /2. PO 432- /. iog 2_ 708 I/r1/110 710 14) P-f : 7-• er PL.4/J 6, )91- PtP eLA_ 51.14141115 - 4m, t,/ockfr, : 40,4 be. Lifeis, '4/.ele/.5 led Co /oek 4t) ; -(scp N, -- '?" T- z- r- 1\ • R ATT I SWENSON P E R B 1 X project A del, 7S client G-91- date design check rsp no. sheet 1411 4th Avenue Building Suite 500 Seattle, Wa, 98101 206-624-8687 FAX 206-624-8268 notevarre rIvNorailetirrI) KAIM727.-:;:gitRES:MYY:3777W:"*PX-5M":' ...C4-7.747irr.`1.:75IPIZ,±rArTSPITiv.71.V.PPWAR,7157137c,;77.1.77f,ritrov;97..pricv.r,727:17EnTIV.zr,,M,TR /ott.) /012.4. 020 s- /26 "6T Mc..i2k31 v s. J s MAMA ST/4 /l2. pLAA) sn M =233 ML12st ?j/ M =l 6,- 5�. ,g,e► M =49/ is.. 9.32. /t;.&, f : L•F 3 .30 !' • 2.0.a 3.ota u = 442- 4.st ■J. ,� r t• ; 44) $•0 t••0'1,32 26-'0 Lo .. A. 1 .5 fe y 2/.t. MG1Z�e�I .vie, /2..c 3I • R A T T I SWENSON P E R B I X ; dd /11,5 project client -1a date design check rsp no. sheet 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206 -624 -8687 FAX 206- 624 -8268 ....... rr. m�n�r2s.; r±! s. r- r,• r•;•;,. j��,. rq�.•. �. rn,-;- rr^ �;• n7:-" �-- r........ �... r.,.-...... m.,. 7:. n. s: nri.:.. nx• �: x- rrrs. n> s• m:.: �- .n,,.r.,- r..:- :.r•••,,.` -.-.- • 4-e re.)b /0,c)s r ss-c. 1- is- iv ,AC •45 06- • car c) 14 1- (DA 11 4. 4.. Lc.ez 2. L. 51$ )1' 7;2- 1615 20.0 crt . t t c) ta. (.40 v1,1° 3 lt,.51 ,o- JC F Os .15 •110 •fig, .1. .L 4, to 9 Sit/LI-1 .A .st 7.15- ,/ 3 1 4- 1' (•5) I-I- 142.0 f6, t,tr, , 16 4 14) . '. ---. )4.4 s • • RATTI SWENSON PERBIX project client • - 9 4-- date rsp no. design sheet check 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206-624-8687 FAX 206-624-8268 y • R AT T1 SWENSON PERBIX 1111 • mvauwinrme+crarfriTICTP:v.r. Itr= project , • c ient 1411 4th Avenue Building Suite 500 CPS"Mr, 'MY Seattle, Wa, 98101 -9 0. date design check 206-624-8687 vr ra rsp no. sheet FAX 206-624-8268 VOW 7. h .- /4 • 4ao .. . /6146s s o �, 24.0 b . y71 t: c.1I ,LC.- .•-s,n . 141c kA.1.5s r>-1 = 5' 19c: t� .. .2.•)40 . 4.1.7..`x. 7/....11.e.12 X pi were. to bloc Le- o -1 Sc e_ C../ 12" / 4 /.17A. 34 S 2 ✓� . • Vile:: 431" ✓' tio��.e�a•� e f M = 2.9 c.., r. 2c . c_ . l' u . l3, � s , 4 T� ,4..9 x . (029d Z3 c. G,; 575*. fix5 -.0434* /c..7 / 45 _ .7.40 • ,4L e .5 P4 pia, /s s 7 ...de_ r- 21- /. 21- • M�= /. •.o►4z.# —i'2_ t /,f-•.sta..•' /2 W J = 14.) rsf 14.2 es r.,.Q.s s v ra• k a P„- 2.33 �, , e. ,per c •� ass ,.._J. - lo.o 4-4A, 17.5k' Z ii 10.0 Mu.=14.lb - > /O.O -:' /„ Pie 0 R A T T I SWENSON P E R B I X • • project client 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 -94, date design check 206 -624 -8687 rsp no. sheet FAX 206 -624 -8268 �yjp?:?mi^:.,^ ,Y.- «:vs r- sr*•- rrstx;:. r•.4LilNN ?JYI ,,....�...K .., . "...-'^+71-".- ,*._=,.A.A-- -. ._.., .�,._... ..� .;,... «... ... ... r .ULT1MATE STRENGTH ANALYSIS OF A SEGMENTED RECT.CONCRETE COLUMN (01/03/92) PROJECT T1TLE: FIDELITY COLUMN LABEL : TYPICAL 5 INCH PANEL STRENGTH ENVELOPE: Pu vs. CONC. STRENGTH fc"(ksi) STEEL STRENGTH fy (ksi) COL.SIZE:tot.depth (in) 1st width (In) TOTAL NO. OF REBARS TOTAL. STEEL AREA (in*2) BASIC COLUMN PHI FACTOR BAR LOC.(i): NO. BARS(i): 1 BAR SIZE(1): 4 DIST, X(i) : 2.50 Mu . where (Pu,Mu) are design load capacities. 2.50 40.00 5.00 14.00 1 .20 .70 EFFECTIVE ,LENGTH kL (ft) MODIFICATION COEFF. Cm MOM. RATIO BETA (D/D+L) FLEXURAL STIFF El (k-in2) CRIT.EULER LOAD Pc (kips) SLENDERNESS RATIO kL/r COMPRESSION FAILURE ZONE: Pu (max) = 0.8(Puo) = DATA Pu PT. (kips) 1 109.4 2 109.1 3 102.0 94.7 87.3 6 79.3 7 71.1 8 62.7 9 54.1 10 45.0 11 35.6 12 24.7 Mu (kip-ft) .0 .0 1.4 2.6 3.6 4.4 5.0 r 5.4 5.3 5.0 4.5 TENSION FAILURE ZONE: DATA Pu Mu PT. (kips) (kip-ft) 12 24.7 4.5 13 15.8 3.6 .14 11.2 3.1 15 5.8 2.4 16 -.5 1.3 17 --7.2 .0 Pur ( kips) 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 24.7 Pur (kips) 24.7 15.8 11.2 5.8 -.5 -7.2 Mur delta (kip-ft) factor .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .00 .0 .00 .0 .00 .0 .00 .0 .00 .0 .00 .2 20.79 Mur delta (kip-ft) factor .2 20.79 1.5 2.45 1.9 1.65 1.9 1.23 1.3 1.00 .0 .00 a7.54 Kips seg. seg. HO. depth 1 5.00 N 0 T 16.00 1.00 .20 138542. 37.1 128.00 seg. width 14.00 Pur, Mur are the re- duced coordinates of the interaction curve which reflect long column slenderness effects. tv•-•v• V "••••••evvv,novv..,- JLTilviATE STRENGTH ANALYSIS OF RECTANGULAR SEGMENTAL CONCRETE COLUMNS (01/03/92) pu 120 110 - 100 - 90 - Pumax 80 - 70 - PRO3E.CT: FIDELITY COLN.ID: TYPICAL 5 INCH PANEL 0 * COLUMN SIZE: 1st Width B(in) = - 14.00 Tot.Depth T(in) = 5.00 CONCR fo' (ksi) = 2.5 STEEL fy (ksi) = 40.0 No. of bars 1 Pumax (kips) = 87.5 Muo (k-ft) PLOT SCALES: F'u (kips/sp) 2..50 Mu (k-ft/sp) = 1.00 Cm coeff. 1.00 Beta ratio .20 * sym kL (ft) - .00 o sym kL (ft) = 16.00 4: * * o * lo 4Q 50 Mu*10 (k-ft) to . f 70 • 4 • • d44. 024770A/ XOlz- 7217.4,82.- /7-1 /A 741-6 RECEIVED A l t 1 9 4 COMMUNITY DEVELOPMENT Ot1311=221/ MAY 2 5 1994 ROBERT FOSSAITI ASSOC. RECEIVED CITY OF TUKWILA MAY 2 3 1994 PERMIT CENTER • RATTI SWENSON PERBIX • r///9,41t )174AL.ber. prOjeCt Arneroz.. 77.);44K44A kssere4ror5 client 1411 4th Avenue Building Suite 500 Seattle, WIL 98101 date rsp no. ft- CovER esi n sheet check 206-624-8687 FAX 206-624-8268 ••••••••■• at Ts 111 a q I). a er 0 a a 1 • a a a - 0 ti a gzy •PLIs-A ■■•■•••■ RATTI SWENSON PERSIX pgject client 1411 4th Avenue Building Suite 500 Seattle, Wa, 98101 9 - ate check 206-624-8687 rsp no. sheet FAX 206-624-8268 dead loads live loads wall roof mezzanine floor seismic wind a/s7-/A)4. 1')41/3W. a,N &A' / "PM, .?uriTS P..% I Z c(2 01 9)0)1,6' �yz60 74.Z Ne4..q`� &I 1000 `F `s) 'iy.z1li8,4 31 ± ( ! - ) k S` (So) *21% si ZS' t 7 � 2751a (to) -1xS •7s/) d t ism no t. C r ' ' S - I L sit ?v,zt i'XtrAls G3/L,. (i*) 7 ,418/y $14g-o" + • R A T T I SWENSON P E R B I X client esign sheet check 1411 4th Avenue Building Suite 500 Seattle, Wa, 98101 206 -624 -8687 FAX 206 -624 -8268 / 3, zK %_.' 07 14_,,, 3 x Z 1 4i=im e ?JLp -c.0 /t eeve z c V Zv tam �7 2 , Z 1„„.... la-4: Ck, 4:41.1 O Prt vrh Q 5 r6 1,2)3(2 :) t- (.95) :ASk \1 7U M1= b t ;,1- A'1'" S50 Cr,'r, K�1oG.t: (,�SC (~P rcru ►a tvt. a a5�"O /9?-1 A 4, S t+Y' �33vo • R A T T '1 SWENSON P E R B I X project client 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 date _ desig check 206 - 624 -8687 rsp no. sheet FAX 206- 624 -8268 �o���� Col�a•� - 5t, Cs, .�� 538 {21 ta138c.21 b c w 40 -0 ° -o 41.•D 11-to ' M "- CaGSex30 " 11311 8.80 $o (' O 37.1 Ri =19., 42 .5 1 (/ E' 04) , , , lB 7 ✓ v G 3Z. 1 , L= 1c n.„a„ = 31.1 * 2b. c. L 5 ?. 1 w 57.7/ �r S 4 O 22•0 M —= 67c' Mt -29a G.te 1 COLS it S o TS 5A Ts Lox t )414. 14- o R A T T t S'1NENSON P C R B I X project client 514 - date design check rsp no. sheet ■ 1411 4th Avenue Building Suite 500 Seattle, Wa, 98101 206 -624 -8687 FAX 206 -624 -8268 C., . 12 o i? • 1' z, R ATT1 SWENSON P. E R B 1 X Add, project client 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206-624-8687 FAX 206-624-8268 date rsp no. PA-A design sheet check : /6.3 .6 • 76,0'4" _Sr • 4. Ic) I' 1 R AT T 1 SWENSON PERBIX project client 51') date 141„: design check rsp no. sheet 1411 4th Avenue Building Suite 500 Seattle, Wa, 98101 206-624-8687 FAX 206-624-8268 Gokv Zc &111/4/6 ("c 44 N G ,4AIr 6.11. wrier./ B -1 (L- ail ) —0), .0v be) _ ,Yw� = %L•8 w' et? ? le 25 4y /zp% 4 k/49. "Ay 2 (C,a tir e:kik, F3- a w/ '710.H, P- ►z.>3 -32 3Z _1 —lU /19 ' 1 b a,s17 /2.10 os, Om 3 ,es 41% S1f8X /' /1,5/1.4-4" �.t • , $3.7 fo Nf +`110A`'1, ,oq`` 5118142? 13,E 3 4 /84trez A i s = Yzzes • R A T T I SWENSON P E R B 1 X • project client 1411 4th Avenue Building Suite 500 Seattle, Wa, 98101 date design check 206 - 624 -8687 rsp no. sheet FAX 206- 624 -8268 s J GI k,/ ¢o' J. b . drS. .2 Qt • /1 q -2 o a' 81 596 6,74,5!,0,,e, Q - /z.9 V, /D. 4- 82. .st? � t v A••• S. = .169 69LS St it -` = Z.30 R = it„. t. ✓ _ /3.5 4, - ,115, M�= ,1.414 8' A �,t.s 1l.Z 12 -129'` 2 Z9.5t 13 -2- 1, "..41- f3.0 P,( 39,3) f4,s' ex. 49x 49 e7cs o,cZSIL GM1N Lo�c..tin s ah -^ 0 5-3 e 41-Ss Jg J=9.5 F3,5 ?5S 5 -r 4.k4 !V / , J 34.s" c"1.`60 V 35.S.4 : , 4o n my G.5 nit •_ 2 .oa $24,1c, c J t C6 /V .4 4 R A T T I SWENSON P E R B I X project c ID client date P/'J= design check rsp no. sheet • 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206- 624 -8687 FAX 206 - 624 -8268 •I'5c.. /o %C C.) I,�.,. -., s Lt e. - 5r�, F I•Z Gan " 135 43 /v- —1 A .zs O I9..n •L. 'ig 4, 2.1g • 5•e 5 •a Sots g•0 1.11° 0 9.1) Ii 20 -o r.4° o t 2b -o 4.60 ,4e �Ma ..9 Za -J N-cu. bs� 34,x12 5k- 3 � ,, I •Z d...x. ► Lc, ✓ R A T T I SWENSON P E R B I X • project client date 124.] design check rsp no. sheet 1411 4th Avenue Building Suite 500. Seattle, Wa. 98101 206 - 624 -8687 FAX 206- 624 -8268 4aa// :0.1# Sp4 lir2.3i/ 1 6C. /5,,7_ -?V L4 •Qb (lC"- )0) - so`% 23• ( I " ";' -.1.:. N57 sr F �= • 9u,3 ./Ze/ /ex be- A=.7 " = /5/z 4w= • 09 14,//o /b "r.Ji/3 - IPA ALLY -V9- `55z /c„,k 7it /35G e hip ae�Itc.1,1= I ✓I a�in•J- 4 4 8O icy �OY 'J w. R A T T I SWENSON P E R B i X client 1411 4th Avenue Building Suite 500 date 4 design check rsp no. j- 3 sheet Seattle, Wa. 98101 206 -624 -8687 FAX 206 -624 -8268 Z•.»J /V% I t," 1I\ r \1C t1tJ �i� 6 ^0. 2. ILO z 0 ' b 6.....4"' 1.1Lo L.t, 6 \\ 4.11 9.0 5'1. 5 -L e.30 7. -0 M =t,5`l cJrt 8 1.2...-- .SS'u .n... 330 2a -0 S,S0 1.584- 2A,3. =L,t°e 6V-3 6c ,It, o- A u 4,16..r S v -o 12.0 3,O C. 4P b'I, 1. 3Zx Ila R A T T I SWENSON P E R B.1 X project client 1411 4th Avenue Building Suite 500 S-94- date /AA design check Seattle, Wa. 98101 206.624 -8687 rsp no. sheet. FAX 206 - 624 -8268 iwi 7/6'A/ LotA/ / y- "f3" ra7L+(z. Goa. s z(Ex Lexi4 ) 0. -1 Air 25 Ar4 L. — (31Pµ 6-r +3' ?oPn t 'tJrvIJ _ J7 L. =�� 7 3.e. 75 Ox x al<lo Po"'-" G -L Fir Po �- Zo�"�- -T"5 Sx 6•x '��iv 794- = 35'4 /N?xeio/Z G 4' - C -3 lir = I tf f — /1 ' .t p- 3514' 5 7.5 Sx5'x VG 5P.* C -t 4-kJ:, APIII aiiP5 5571 47v1; (/ i,4 4 Pte= y(gii3i`) =' LZ %Ilia -k"_ - 0/4"" //P 1.-I"s4L5) 12'1) 1 i/os - •G, ,-- tilE j k - -f Lim' S7QutMt6 L4.L4J oF itlWW Coc, e .3 l , to >etc" c . if1 t$ 7 7 g 13 0 PI ii' .1 x client • A ♦ • project 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 date desig check 206 -624 -8687 rsp no. Y-171 sheet FAX 206624 -8268 ^L' 4 {4fA /N L tie k" t Voon NC* S 1:6 C7.4 . G--ter. -1 3811 ts*61 /'( 4,75° 11.2 C - z zo.e- c1.510/14, F 3.15 141 G -'� 35►` 5.0)0/14 —' .... L -4 MI!' .44,4X'ia- c.-5 3l." fS% /IL Fit.S 1778 L -t, 7 d' 1.%C•04 P to . c 1081 - '%5 * P . >sn. F6,6.- /771e pAghl CoI.0444 -$ E P1?, G R VS I 0' <?. " b-- a 4 — -- It- -19— •.. -CP-•- " —* G3 i-kic.N" ,- {?• -- • . • • Qw .• a • a G o (% a .. -f -- i.... i p g.— .- • rev?"-" • R A T T I SWENSON P E R B I X • 0;;4.16, project • 1/ date aleiTt check rsp no. sheet 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206-624-8687 FAX 206 -624 -8268 Cowww Degati,10 (ex,sr, 7)4/3A/ y-/41) 14,4-4 Faj. exiob a) qv. opit40.4) " e2,t, 5e. .,4$r° 7.6 5.x611.Yge. e R ATTI SWENSON PERBIX • project client • 1411 4th Avenue Building Suite 500 • date rsp no. V.. design sheet check Seattle, Wa, 98101 206-624-8687 FAX 206-624-8268 'ULTIMATE STRENGTH ANALYSIS OF A SEGMENTED RECT.CONCRETE COLUMN (01/03/92) PROJECT TITLE: FIDELITY COLUMN LABEL : TYPICAL 5 INCH PANEL S7RENBTH ENVELOPE: Pu vs. Mu . where (Pu.Mu) are desion load capacities. CONC. STRENGTH fo"(ksi) = STEEL STRENGTH fy (hui) z COL.8IZEctnt.depth (in) = ------^-- 1st width (in) TOTAL N(). OF HEBARS TOTAL STEEL AREA (in*?) BASIC COLUMN PHI FACTOR � BAR LOC.(i): l NO. 8AR3(i): 1 BAR SlZE(l): 4 DJST, X(i): 2.50 2.50 40.00 5.00 l4.00 1 -20 ,70 EF.F2CTIVE LENGTH hL (ft) 16.00 MODIFICATION COEFF. Cm 1.00 MOM. RAT][) BETA (D/D+L) = .20 FLEXURAL STIFF El (h-in2) 1'38542' CRlT'EULER LOAD Pc (kips) :=';' 37,1 SLENDERNESS RATIO kL/r 128,00 COMPRESSION FAILURE ZONL: Pu(max) 0.8(Puo) DAlA PT' 1 2 5 6 7 8 • 9 10 11 12 Pu (kips) 109.4 JV9.i 10?-0 94.7 87'3 79.3 71 .1 62'7 , 51.1 4S'0 24.7 Mu 'kip-ft) '0 '0 1'4 2-� 3'6 4.4 6'0 5.3, 5.4 5.3 6.� 1..s3 Pur (kips) 26'0 26,0 26'0 26.i/ 26'0 26,0 26.0 26.0 26.0 26.0 24.7 TENSION FAILURE ZONE: DATA Pu Mu Pur PT. (kips) (kip-ft) (kips) 12 24-7 4.5 24./ .13 15.8 3.6 15.8 14 11-2 3,1 11.2 15 5'8 2.4 5.8 • 16 -.5 1.3 -.5 17 -7.2 .0 -7.2 Mur delta (kip-ft) factor 'u .00 '0 -00 .0 -00 .V .()V .0 .0O .0 .00 .O '00 '0 .0A .V .00 ^0 .0V .0 .()0 ,2 20-79 Mur del La (kin-ft) factor .2 20.79 1.5 2.45 1.9 1.6.5 1.9 1.23 , 1.3 1.00 .0 .00 (3/.54 kips seg. |/o. 2 HC)[E smg' wtdth 14.00 -~------------------- Pur, Mur aro the re- duced coordinates of • the interaction curve which reflect -long column slenderness effects.. 'LTlMATE STRENGTH ANALYSIS OF RECTANGULAR SEGMENTAL CONCRETE COLUMNS (01/03/92) PV .120 ' 100 • 90 80 • 20 60 40 — 3U • o PROJECT: FIDELITY COLN.ID: TYPICAL 5 INCH PANEL Puma5< ---_'__--__-_-_'-_----_---_--__- * 20 - PumiD o 10 ' o o o 0 o* COLUMN SIZE: ist Width B(in) Tot.DePth T(in) CONCR fo" (hsi) STEEL fy (koi) No, of bars Pumax (kips) Muo (K-ft) PLOT SCALES: Pu (kips /p) Mu (k-ft/sp) Cm 000ff. Beta ratio * sym kL (ft) o sym kL (<'t) k���� ---- | |-��- -�-���[----�---|���--------T--- • -Y ~ • C) 10 •20 30 40 • 50 Mu*10 (k-ft) 14.00 5.00 2.5 40.0 1 1.4 2.50 l-00 1.00 ,20 .00 36.00 mid GA'/7. 4)...09(S0) B - z G. 2a' , - /,Z'/ 5 ysrG.t/ ( Opt 72'/3) vb • L / Z7 Z�Go�. 2� t /,i4"= yz94 � = Z,Z/ sZ,S'Z A+ : 27770 3 -/ S. S, o' ,.) /4)( 0 GY4$ 31'1L I") Z. I sli? A1,11/7 4:2,x'7 e r.121,7 F-73 6:z,. E Z%b 3SZa SF V5 z x/57 f3G SG 3 /3F 5 5 ��G ,,Ed/ CANT. a R A T T I SWENSON P.E R B 1 X a .:;--1414 ectt P ro -j J client 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 7-28 -9' date rsp no. esigr sheet check 206- 624 -8687 FAX 206 - 624 -8268 /7/ t' 4__ y„ 5_s (4/0 L =1,1 I /, & u % 2- /4 Z' A," vo x- �" 27'3 /49 zyd ''z,G3 R A T T 1 SWENSON P E R B 1 X A client check 1411 4th Avenue Building Suite 500 Seattle, Wa, 98101 206 -624 -8687 FAX 206 -624 -8268 xr C�2 T5 Sx sx A, 3 5-1e— • go o F i' ✓I E Z • R A T I I S WENSON P E R B I X • project client 721 te rsp no. design sheet check 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206-624-8687 FAX 206 - 624 -8268 P Z.ry GicllrprL 17-= 'Pq4)-‘) voivA- (-112,) $1)/r--- Z'm w' � I .1441.1-1-2.)(31)/ .1% 0%)(3)/.= '111e-11 1Ylom itxrD FTc., u5C Dow et. S to 5 t-kr Fns. ' 7b -rD t "7 14i`r !s L! OWL/ 1 � T - c .3 -0 �t 1ti__... U■1; 2.#6 tr 1 -r- z z;it-(4,), e r,o-a .,4"14t4' e €019v0-1/, 1'N cIr, v' i t\ 3 �z ,33�% ((.�i = 5,4 v ,. .7 s • '\' 6.4 13Loc. �Pr�� Zo,=tz' v�Tw` • R A T T J SWENSON P E R B I X • C. 1`, r. r project client date design check rsp no. sheet 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206-624-8687 FAX 206- 624 -8268 Lo aas 3, ALA) t. V /38 wd Roa)e : /44/0 /l5- f 5) : /1.4/o(�o, /0) t 1Z74o(/5-A5) •h, ., 9 Do w tvzv{ /24, /77 G--- adg, //90 /h4-C- rL /lo /c: .00 4-,o ^ C. (> l STj^ �55 ks .., l e li✓ etes $ e.'f, /5, /4.3''' e Zo ' 15.4ecr 25' .10, 41,/, 4-4 /32 K c•, +/,.•.44. � 1/9 K VP /Soid4 /o90 • 15, ¢ a /ls.c z 95 • /! .2 = 31,.9 / 'L 11IgelI *-1 c ;_, i-1a - cat C'd 4.1,11 /1 ,,. /3..• 15 4- V:5.0 M-- 7e3o 37.¢4. 9eae./•,,5 w.+ 1 / V `V" T/G 2 22.4,2 /3o /74. Z./ 3 ZL.�• /30 /7fi•• 2.) 22.C. /20 /8c 1.3 22 . C. /a0 /,5e, Z..r / )'25.l /o0 2SI')) Z � 8s.t, 90 981• 1 (i� "- 3 6,3.4- /50 423 i A ,4,L 5sz./ S/ ea 39l g ! se./ 70 /Pio Sf w a 11 S goo = 0 %� o� N44-4/ S)1,VcjS f� /oo r P/ . Gone ..Q pGA.Z• • R A T T I SWENSON P E R B I X AcL. 1, A,_., 5-94. project date rsp no. Pik:" design sheet client check 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206- 624 -8687 FAX 206- 624 -8268 ,e / 5 / Az, /4' 0" M4$ /6/- 1L,555o ca 24`1 "G Pte. e 5 71 c=./) /c4. 7lL /A,) .4,n. M= 14.2• 14 z /2- 4.» Sc tio-....�5 ✓e. .�s• 2sbo = 43 rsi tio‘0,,e) : M = 2.90 43r. r'ru.a./) � .13/1`01.- .4 7 6 G,; 57 5 K 4:: .048 4" kf� T0 ,�nti,c fo29o/ 3� _ 2.4'.47/y = /( -7 43 - .9: 7 = .44 ,i2. < X13 *-S }(114¢ P4 /s de? 4.;4%) !4'j 5 &e-,/` D,.4 - -o r- p la.u¢.. .�d,..e ML) = I. 1..614 2 •� Li -0 4 0"• /a,0 elo9G : . US" WJ t / 4. 1 1°5. N p5 ��.�. (.dln� rJQ55V ta• 4Bs I I .1 d AIr. a. � w a ? „ - 2 . a 5 , my - 17.5'x% >% /0.e, I H = 0 /-' V - /4. 1 * 1 1/4. > /0.0 t .,4 /,- w".” e. S I 1 /S a 0) etr ■•• • R A T T I SWENSON P E R B 1 X • /4 AA � C-94- project date rsp no. p6 -I design sheet client check 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206- 624 -8687 FAX 206 - 624 -8268 t v Mqx L 206 15 "1-4 1 Jr Y vl .;ice —Y 1 1 I 1 T =$,I.KC3,'15 (no •ne,4 pa. N L, S I-1t AR.: 200 f 1•3 -co? A1Catl -1r-i N 'V" 2o0 40A- -v 1v °c.- c.: 3.2" BNhs55 °•t ( ,A -T a- Is e 4" C yid l 1n5 (i" °c. 1< 1 .1 1994 Gallo = 3,6e. <' ,1 l" $ 12 yo,.'w,.a re, 1,4,,L•,) r. aU 19c S�ce1 .119l a i.d Cu rt t 11. 7** ✓r \ l.\ f c o, Ili 5 I, V �` r✓ l. 1(c)a tM ✓ \ c) //fie titrJ 4 A I N 100*- 60 wear) (o \per,A'►) 1114 #' Nein frwrar%'1'y' 1..00 R A T T I SWENSON P E R B 1 X project client 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 p4 . design check 206 - 624 -8687 rsp no. sheet FAX 206- 624 -8268 S4' ea 'top 14, f c;.al7S,,s .f /s G Pct o f f e. / (n a I n CJ e O i1 Ae o user . 4•X6.4.= /7.9... 1 '9 H Pov L ( c w of r leit ( �.� .? t . t\ 4 r. s \ J 2 Z 1'2,1 pS c.,I ^rr yn�V�.e� wat lt �- 11.9 T���,5,.8�,3\ W/ •.sue4 l -1 io 03C ) ' /oar I.e04 . ( sa {(I -�-- J ^� Sire— •1■s� 11.9 nyf ( Z • II \ 1 (CA4I1.0 S 1 i' / as r- • -N �J 11.9' -'• ( �. • '��,3 ,�; A U e 1 1 1994 Alt . 0)14 s 4 e_ o ,-s 4/\e.� /o Li, %yr�Ca� �cr15 Svc /ion G,ev%t./t .. R A T T [ SWENSON P E R B I X project 1de /1 /-.� client date design check rsp no. sheet 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206- 624 -8687 FAX 206 - 624 -8268 8 w,ll 1%2 I Coo i- 14' poor ;f— M: 5.5 k. /s }„a 1 t 1 1 Ft, r t 4..- IlS C. : (3) 2- is 5 rtv 2 w °Co 1(" 21 D ) 5°1 eel $2� M • 15.4- '� /� +�� /— AUG 1 1. 1994 gIro Jest3■ tiG G`1 � rfi ,p kes e, : � :132 ",43 \ ( °u' 'a- 1 l Se ra.w S -r r \Loco Air 4o0 p)�C' 13a R A T T I SWENSON P E R B I X ■ project client date design check rsp no. sheet 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206 -624 -8687 FAX 206 - 624 -8268 r DATE Z /1J /_f/ PROJECT NAME: ADDRESS : d RECEIVED PROJECT NUMBER; THERMAL P CITY OF TUKWILA a JUL 1 3 1994 PERFORMANCE CRITERIA PERMIT CENTER HEAT TYPE: 0 ELECTRICAL RESISTANCE CLIMATE ZONE:)( I $ OTHER 0 iI d► AIR All INSIDE AIR - JE 77 DT - zoo 1;..i! - d �s" OUTSIDE U ASSEMBLY FROM LUEEL U VALUE' AREA (SO.FT l UxA UxAxOT WALL •IY /7 790 94 2D2 2YIN /Y613 //i6zy 47 6 4 T 776 Q, 4my CEILING /ROOF . FLOOR s n% X G? 7D 0 P i 5S" CRITERIA TOTAL s• Watt Doe /1- 'ea w i i( be A eased 1Q 49 SLAB PERIMETER INSULATION' R- 'From +.o61es 4 -1. 4 -2, Woshtngton Stote Energy Code PROPOSED DESIGN ASSEMBLY U 11 ) AREA (1) UxA UxAxDT WALL ow k +E4st6 ► OSS # • 17 8 'Wr saaiLi � 3658 gG 9 /6 /7a ill 5-74 Ato 'iii West° sr :17 gag a 7o STY 3A D+ 39,7.94' PO I Z. WINDOWS die 'DOORS it/ ea. 3) 0 773b ROOF /CEILING a Olt 27 3S-0 t,' 2,1 4•91744 SKYLIGHTS ,v/A FLOOR s OS 94,700 133S" 41,4!0 :4I 0f37 *Aver,* fe (i/ -V4!Ue For' Wo1Is PROPOSED TOTAL (2) (0 +0 ai T ''t6° T $Ware foo1kve ;. N W' V /ie) SLAB PERIMETER INSULATION (3) R- (1 I CALCULATED (21 PROPOSED TOTAL MUST BE EQUAL TO OR LESS THAN THE CRITERIA TOTAL 13) MUST BE EQUAL TO OR GREATER THAN THE CRITERIA R-VALUE ELECT '''. OMATIC REFRIGERATION & • AIR CONDITIONING • .t%rc (f ..gyp, :U „r..,,n. ::r v; ^• _ .. ..... ELECTROMATIC SALES AND SERVICE, INC. 800 MERCER STREET SEATTLE, WA 98109 (208) 624.3370 WASHINGTON CONTRACTORS LIC. NEL•EC•TI• * 233NE ELECTROMATIC REFRIGERATION &. AIR CONDITIONING 6t.vcc /P-to .• • 14 — 114e-- c5j- 14/4 4r P-5- 09S- P-9 48 P-Yo . 6 P .037 boor / 173 14 4 V-149.3" /7 9/6 ,a0 87,.s- 7a ay 541)---104 621r1 M41 Izz,9/1 011,4 ELECTROMATIC SALES AND SERVICE, INC. BOO MERCER STREET SEATTLE, WA 98109 (206) 624.3370 WASHINGTON CONTRACTORS LIO, ItEL.ECTI.*233NE ELEMENT: FRAMING RATIO (IF APPLICABLE) = MATERIAL INIINCHES THICKNESS SOLID(JE CAVITYE ...1_5... le 4,4/1 ,4 p , . e.. F; SJ7r1, 6.7 er'e / :iii e / • EiZr ,." AO ryv,'f -4, ea, . SUMMATION OF R-VALUES 2 U p 1/R ./4 11/1 VA-LE FOR ELEMENT ( AVERAGE I ! /!� 1PEri AREA OF ELEMENT • dt, ELEMENT • fi sw- FRAM I NG RATIO ( IF APPL I CABLE ) = 04' Aite.44 --ritr-f MATER I AL THICKNESS IN INCHES R VALUE/ TH I CKNESS R VALUE SOL I 0 R VALUE CAVITY .rnsi•We.... Alc- P;'/#11 , 9 0‘413.1.14_ 41P- .F75/41 • /7___ YZ" Ny woo ci , . 6 3 , A:47 dont xs; 96 . P DrytA i- co"./,/e./ql shicis cm ay."ar. SUMAT I ON OF R - VALUES U - 1/R Va, etal ,095 7". VALLE FOR ELEMENT ( AVER?\GE ) AREA OF ELEAENT • ELEMENT: FRAMING RAT 10 (I F APPL I CABLE ) "©'e' /670 *le '44°4/ .56'�.5 MATERIAL INIINCHES THICKNESS SOLID(JE CAVITYE F %raj 6 $ . '1 S 7cle.. 4,'r- Q" 4, d e. A F'm . , i2.--4 / eq/6 , , ----9,3-. r '" er s-mY " co ? .. ' //le. l 5'r‘ os 4e• ,ate SUMMATION OF R-VALUES U - 1/R /.% a. — •og9 U VALUE FOR ELEMENT (AVERAGE) = . 4419 NET AREA OF ELEMENT ELEMENT: _121L FRAMING RATIO (I F APPL I CABLE) = 14P! e' -5"/Z4 MATERIAL -__ — ---Al r, ripeti INIINCHES THICKNESS SOLI0 0 6? CAVITYE -rti S Z. 4 0 t t`il'de 11(` F; 4 • / 7 to . a ,; e- 0 r Q ,, cre g,e ./s' .$ SUMMATION OF R - VALUES U - 1/R //.S'-; " , 087 U VALUE FOR ELEMENT ( AVERAGE I = J0267 NET AREA OF ELEMENT • r ELEMENT : _ —7 FRAMING RATIO (IF APPL• I CABLE l = /6" "24 / 4 MATERIAL INIINCHES THICKNESS SOLID(JE CAVITYE pis ;Jk. ,. 471 , e,8 ouh. ,de... *if- ri i#1 •/ Yz "Piy kvood , • 43 /19e Vo/ SAtif a.Y'o- G , a 2. s /V" /) door- 4 , s �/q a /r• fie SUMMATION OF R - VALUES, - .. . U . 1/R 523 4,09Y: U VALUE FOR ELEMENT ( AVERAGE 1 NET AREA OF ELEMENT • ELEMENT : 3 FRAMING RATIO (IF APPLICABLE) = MATERIAL THICKNESS IN INCHES R VALUE/ THICKNESS R VALUE SOLID R VALUE CAVITY - -7r13i'c/e_ /37;\----1; 41 , 6:. . OP/A; . ,'r- Pan-) .17 S 7..,. eon! c r,cle. "v/9 E'/ _ . • SUMMATION OF R - VALUES U - 1/R Z23r 4C U VALUE FOR ELEMENT ( AVERAGE 1 /S. NET AREA OF ELEMENT %2 WO tii3E2 PEA.Lr7e BevmD ELEMENT: .OQ RoAl, .014 y PLV vie Plywood FRAMING RATIO ( IF APPLICABLE) _ MATERIAL THICKNESS IN INCHES R VALUE/ THICKNESS R VALUE SOLID R VALUE CAVITY =ri slde_ Ai t- f /tri • 60 aH /s /de.. ,i•- p,/». • 177 s hy" PJy Foci i s• 93 R-19 ..r.: „. z .6 7 3 ! /9,00 pLoviSO(' Yauwu/2 PIE ) Woob f-Imei Peet. in &Arm . S- f . //,.5-- )et,0-t•ty. AA iy Pr : is SUMMATION OF R- VALUES u = 1/R ga, 7. $ 0oIS' U VALUE FOR ELEMENT ( AVERAGE) = a. 0 q-S NET AREA OF ELEMENT PHOTOMETRIC DATA The charts below provide the most useful data from photometric tests of l Tamp /luminaire combinations. For complete results of any combination shown, or other requirements, contact your LITHONIA HI.TEK representative. TWP 175M LAMP: 171 watt Motel Holid. lamp /sled 14.000 lumens h Test R.p.rt N.. 14933 e1(.ndl. velum boom! on 5' mounting height . INITIAL FOOTCANDLES FLUXDeST10EU11ON DOWNY/SRO LUMENS •.of LAMPS 2 ��•••ma� 1�\, X00 a 1 PRONT 1.014 RW1 1111 TOTAL 2.174 COEFIICIFMSGP 24.4 4.2 34.t Lf11LQAT10N 3209 wM 966 TO1AL 4197 Distribution: I.E.S. Type Of .muumm 0.8 0.6 a Is 1 0.4 t 0.3 E (y 0.2 yGt O.1 I 3.,E.,, 0,4 8 9a 0.2 0.1 72n21124 4 ■111.11r rA �- 1111111.111111 FRONT 0 1 2 3 4 DISTANCE N WXTE OF MOWING HEARTS mournpo 1110111 COM4EC710N►AC104 1144Am M. 411., M N•.•t.1. Port 10 h.• .M 12 h.• .21 12 h.• .44 20 h.• .14 5 6 11110117 0 1 pSTAtICENUMTfO►MOUNTNOMIWTTS t1q/nNO11(16111 IM.fI41 41( I rl. 1.71 1011 .N u n. 44 2 CO44ICt1011IACTWI 0.4441 3 P4 tMRtFM11KMM1 4 IEAX 3 4 144 5 N447$ 0 14e70 N 7 2 022Of 110104 ■`• r 1WP M1 TWP 175M-FS LAMP: 175 wall Metal Halide Lamp pled 14,000 Lumens Test Report No. .1186021202 Footeandle values based on s' mounting height. ISO IOOTCANOLE DIAGRAMS O1.UX O127R111U11024 pOWNAMRO LUMENS 4. Of LAMPS DISTANCE M UNITS OF YOINRWG HEIGHTS • Y N r O • N � �el�'01•111 \�� \` `�. ���l���r rail" .NI%� 3209 wM 966 TO1AL 4197 Distribution: I.E.S. Type Of 229 71 300 11, Cutoff UTX.WTIUN � 0.6 a Is 1 0.4 t 0.3 E (y 0.2 yGt O.1 • �- 1111111.111111 11110117 0 1 pSTAtICENUMTfO►MOUNTNOMIWTTS t1q/nNO11(16111 IM.fI41 41( I rl. 1.71 1011 .N u n. 44 2 CO44ICt1011IACTWI 0.4441 3 P4 tMRtFM11KMM1 4 5 6 — 111411 0 2 3 4 5 .v{. 11/101M N1 WTI IN MOIM.g1451111 ELECTRICAL CHARACTERISTICS LNE CURRENT P7II/AR2 POWER PRWART (AMPS( oROe.OUT INPUT FACTOR RUOUTATICN WATTAONALLAOT VOLTAGE ETARTAPIII. VOLTAOI WAITE 00 LNE Y•WIP LI)Mt149 100 120 1.15 50 129 904 g5 %• *10% HX•HPF 277 .50 208 175 120 1.1011.60 70 CWA 206 64/1.10 116 P.EM•Laod 240 .131.90 132 210 9611 X10%. 055 277 .48/.76 150 460 .221.45 264 Tested to current 1E5 and NEMA standards under stabilised laboratory conditions. Various operating factors an auw dtIerences between laboratory data and actual I(Md measurements. DimenMons and specifications In Ihla catalog are based on IM most currant available data and are subled to change: fA LITHONIA HI -TEK INDUSTRIAUOUTDOOR LIGHTING A DIVISION OF LITHONIA LIGHTING P 0. BOX 72. CRAWFORDSVILLE, INDIANA 47933 • TELEPHONE 317 362.1637 • FAX 317 362.9083 01989 Monts Lighting 2/69 Vandal- Resistant Wall -Pak r ORDERING SEQUENCE CATALOG NUMBER VOLTAGE OPTIONS (Factory Installed) ❑ TWP 100M ❑ TWP 175M ❑ 120 Shipped Installed In Fixture ❑ 208 ❑ SF Single Fuse (120,277V) ❑ 240 ❑ DF Double Fuse (208,240,480V) ❑ 277 ❑ ORS Quartz Restrike System (lamp not included) ❑ 480' ❑ PE Photoelectric Cell ❑ T8' ❑ -70F Reduced Ambient Operation ( -70 °F) ❑ LS Lamp Support (mogul socket only) ❑ CR Corrosion Resistant Finish (polyester - back hsg. only) ❑ CRT Corrosion Resistant Finish (teflon - back hsg. only) ❑ FS Full Shield for IES Cutoff ❑ DBL Architectural Color - Black ❑ OMB Architectural Color - Medium Bronze ❑ DWH Architectural Color - White rvr. 19.68cm WATTS WEIGHT lbs. kg. 100 175 16 16 5 5 NOTES: ' Multi -Tap Ballast (120,208,240,277V). 2 May be ordered as accessory. MUST see Bldg. Mtd. Options & Accessories Sheet for ordering information. ' Not available on 100W. Shipped Separately2 ❑ WG Wire Guard ACCESSORIES (Field Installed) (order as separate line Item) Cal. No. Description PEK Photoelectric Control Kit Fixture Type: TWP METAL HALIDE 100/175W 8' to 15' Mounting SPECIFICATIONS HOUSING - Rear housing Is rugged, lightweight, corrosion- resistant, die -cast aluminum. Stainless steel external hardware includes slotted and tamper -proof fasteners. OPTICS - Reflector is white painted aluminum. Front housing and reflector are one piece, injection- molded, UV- stabilized polycarbonate. Dark bronze polyester enamel electrostatically applied Is standard, Refractor is sealed and gasketed to inhibit the entrance of outside contaminants. 100W: Medium base porcelain socket. 175W: Mogul base porcelain socket. Socket bracket Is adjustable. BALLAST - High power factor constant wattage autotransformer. Ballast Is 100% copper wound and factory tested. INSTALLATION - Backwire access on a 3' or 4' outlet box. Top wire access through 3/4" conduit entrance. Feed -thru wiring can be achieved by using a condulet tee. Mount on any flat vertical surface. LISTING - UL 1572 listed for wet locations. NOTE - Not recommended for car wash applications. Vr 1 L/THON /A H / -TEK INDUSTRIAL/OUTDOOR UGHTTNG A DIVISION OF LRHONIA LIGHTING 2/89 TWP M1 KSF Cutoff Luminaire Optical Performance • For The Specifier Wha • Demands Precise, Efficient lighting. The KSF from Lithonla features the latest fechnoloby in optical design that produces consistent, uniform, glare-free 'lighting. The Spec-Form Series uses a combination of segmented 1 and-hydroforMed reflectors to achieve superiorlight distribution and efficiency. This is aCcam- plished by multi-layered, high quality reflective segments that are precisely located In the optical chamber. The segmented reflectors are Interchangeable and rotatable, which offers flexibility in any application. MOUNTING • ' • Avallable.with extruded 4". , • aluminum arm for pole or wall liounting: Other op-. flans available. . . . . . Type II (R2) Main concentration of light is sym- metrical side to side. Typically, the distribution produced will be used on an area that Is long and narrow where back light Is not required. USE FOR: walkways and roads. Typo III (R3) The most flexible and popular distribution 'offered. It is an asym- metrical light pattern with light concentrated lett, right and streetside to produce maximum spacing of luminaires while maintaining ex- cellent uniformity. USE FOR: en- tranCes, exits and general area •lighting. 1.,?P tr.P, 1, 1.:. Type IV (R4) tj he light is confined to the street- A1,111,de with sharp cut-off to the house- g)dge while maintaining excellent spacings and lighting uni- fatink. Use when light trespass 10;cdricern and lighting unitar- y:kind be compromised. Patent applied for. USE FOR: perimeter . --and sports lighting. Type V (R5S) Distribution of light Is symmetri- cally square. It should be used In an area where the fixtures are evenly spaced and consistent lighting uniformity Is desired. USE FOR; large area lighting such as mall parking lots. ed nil, unit 'led- remOini Met door. POSIOI) lock. • a, quick disconnect piugu. • OW. Th. comblnotlon • • :. The Forward Throw Photometric Story... T.raditiontil forward throw reflectors have limited ability to control ; • '-deftnitive rear cutoff and typically generate high levels of glare when • viewed from the rear. The new Lithonia KSF2 forward throw Is uniquely 'dttsigned with a dual function glass reflector that reduces footcandle levels at nadir and houseside spill light, while directing light to the streetslde. The rear cutoff is so precise that from behind the lumlnairtt it appears to be off, demonstrating that light trespass Is eliminated. for Longer Life, Easier Service and.Improved Versatility. • HOUSING` . Traditional. and 'timeless :. design to blend with; many,';;: styles of architecture. Hous -- ing.cOhstructed of. rugged aluminum, can be painted, :. a .variety: of bOked- on.:poly . ester powder colors, OPTICS.' Size 'l Anodized.hydrotormed alu minum reflectors _produce consistent -qualify, perfor- mance and iamp life. Three ? : cut -off dlstributions.- avail: able: Type 11. 111 and IV. ;• Size2 Anodized segmented .reflec ;'. • tors for`superior uniformity: and control bllows for'flex >'Ibility..to 'nix distributions without compromising. overall uniformity. RefiectOrs.com pfetely rotatable, and inter changeable. :Four, cutoff, din .fributlons available : Type 11, III..• tV, and V. Square. Sire Anodized:hydrotormed and segmented reflectors ;pro, ;. duce aprtsisient quality. porfarmanco atxd lane •Hfe • 4 Three cut,ofl .disfributlops; .o aitabte DOOR FRAME • The KSF offers a crisp look to cutoff lighting with, natural anodized' aluminum: finish .: `doorframe with mitered cor- nets. Complements any lum t • (naire color. selection. . • GASKETING The optical chamber Is sealed from contaminants by 0 con- ;. finuous. extruded tubular silicone gasket 'thOf Is:rd- cured ; to the. door frame with* .. the use 0f adhe .sIvos, ; Stticori9 does, , nal depgrade with use, thus pro vidlnp a lasting, superior LENS :. KSF lens is Impactresin tant' tempered .;tars with durdble, thermalll appited, 'silly screened mask providing ;attractive shleld•forihe In ternal ,componentis • QUICK.REI,I:/�i FASTENER Doorframesec ing with;sa $IngI0'gt eose ORDERING INFORMATION Example: KSF2 400S R5S 120 SPO4 PER HIOKPRESSURE 50DIUM 70W 103F1 '70$ • .R2 R3= 4 -' }OOW. KSF1 ` 100R • R2 . R3 -114 1- " 205 SP09:' • '' :150W .. - KSF1 :•150S R2 R3 14 240' " • 1PO4? 200W „.''KSF1.200S R2 .R3.:.R4 277- RPOO 250W ': KSF2 ;2505 R2 • 03 •R4 R5S: 347:. WW09' • 400W KSF2 4003 •' ;.R2, R3. R4'8 5 .•. :.4t10' : : ;: W509 ..1,000W ' MSF310005 ..'• : -: R3' 84 R5S. ..• :rig! ;. •, •:.. Md • KSF1%1(SF2 - .120 .SP043, ..Square Pole Ami.(4 'arrn) Square.Pole'Amt (9"arm) Round Pole Arm (4'arrn) • . . ••RounQ.Polb Arm. (9 "arm) Wood Pole or Wail Wall Bracket Mounting Bracket •• (KSF1 only) - KSF3 . SP12 Square. Pole Arm .. • RP12 • Round Pole Arun • • WW12'.Wood Pole•or Wall' • W1112 Walt. Bracket . ' METAL HALIDE: :• :100W'.:-.•KSFl•100M . ,R2, R3 R4:' -; 175W ; ; ? KSF1 175M ' :'•' R2 : R3 14 250W KSF1250Mo .R2 R3 R4 '•250W KSF2 250M. R2 :R3; R4 155 r' 400W” 11Sf11 400M R2: R3 :14'8552 • '100(W KSF31000M R3 .R4 8552 Tr1p01t Mogdng SIIpftNr Is ordered as sepOrateline Item. l u use 04, RPOO (909orlentation) or DA12P with the fixture Mon 1 Ridure ` 2 fixtures. 2 tlxlures3 13'rxtures 3 tlxtures& 4 rlxlures? .. 01.180° •4480° al 120° t`:et90 • at90 , :190 T20.280 ?•120.290; .120.320'..4-390 -390 120 490. 190`125.280 •125290 125320;12'5390 •125.400; : 190 135.280 138-29Q, .•;135 320 ,' 735-390 ;; '135499 • (Optional): 1 SHIPPEDINSTALLED .• : SF:.. •SIn91e Fuse (120; 27.7; 347V).n/a TB :'DP 'Double Fuse. (208; 240, 480V) n/a.TB • . ORS. 'Quartz Restrike System. • - PER. NEMA Twist -lock Receptacle only • EC :, 'Emergency Circuit •• . L. CR Corrosion - resistant Finish LS Lamp Support (KS.F3.only) Architectural Colors (powdertitttsh) DDS . Dark Bronze (standard), DNS: • D9rk Bronze ll DMB Medium Bronze . . . DWH Whtte , DBL.. , Black:. • . DNA Natural Aluminu'm .: , • • . DSS Sand Stone MA Mast Arm Adapter (KSF2/3) DOC. Charcoal Gray. ; �� - -- CDT° 'Tennis Green .... :.... DIR Bright Red : . DSB Steel glue • • SHIPPED' SEPARATELY PEl . NEMA .Twist- Iock.Phbtocontrol'(120, . 208::240V) .. . PE3 NEMA Twlsf --lock PhotoCohtrol (347V) 1,14 NEMA •Twist-lock Photocophol (480V) NEW :. NE Twist -lock Photocohtrol (277V) • 'SC' Shorting Cap tor PER Option KSVO:Vandal Guald:(KSF.1 /2 only) K1 HS •KSFl House -Side Shield • K211S KSF2 House -Side Shiek' K3NS KSF3 Hause. =Side Shield . 10 )6' (28.7 cm) • .12'.::, (30.5'cin) • Degree Ann, Pole • Degree Ann Wood Polo or Walt, Twin MOunttng Bar (.170):.;: . (59.1.cm) , •: 8 t ." •:.(41.!:;4110.:.'i 26.815s (12,1'.kg) 7 !r.• ,(18 :4 cm) ;0112': (.28rr12)_ 2545." (84:3 cm) 44:, (47.043n) 57 lb; (28.9 kg) 8Yii • (21:1 cm) `4" !.: (10 :2cm) 112:(28m2)..,•':' 3094.` (77.O cm)' 1'x.: (81•:8'cm); 77 tbs'•(34.akp) :R C N LIl' Ii$TINQ ' lttEp11CNE X17 362.1331, FAX 31136a -ao 3 Y� 4msWN,OF Ke.L HOL oINo9: INC, (C)1993 ldhonia Lighting 6/93 1113321 prn4 Forrn No. 720 142 PUBLIC LAW 100 -12 --MAR. 17, 1987 101 STAT. 10'7 "(A) in writing (including a representation on a labels or "(B) in any broadcast advertisement, with respect to energy use or efficiency of such product or cost of energy consumed by such product, unless such product has been tested in accordance with such amended or new test procedures and such representation fairly discloses the- results of such testing. "(3) On the petition of any manufacturer, distributor, retailer, or private labeler, filed not later than the 60th day before the expira- tion of the period involved, the 180 -day period referred to in para- graph (2) may be extended by the Secretary with respect to the petitioner (but in no event for more than an additional 180 days) if the Secretary determines that the requirements of paragraph (2) would impose an undue hardship on such petitioner. "(d) CASE IN WHICH TETT PROCEDURE IS NOT REQUIRED. --(1) The Federal Secretary is not required to publish and prescribe test procedures Resister. for a covered product (or class thereof) if the Secretary determines, publication. by rule, that test procedures cannot be developed which meet the requirements of subsection (bX3) and publishes such determination in the Federal Register, together with the reasons therefor. "(2) For purposes of section 327, a determination under paragraph Pone. p. 117. (1) with respect to any covered product or class shall have the same effect as would a standard prescribed for a covered product (or class). "(e) AMENDMENT or STANOAan. —(1) In the case of any amended test procedure which is prescribed pursuant to this section, the Secretary shall determine, in the rulemaking carried out with respect to prescribing such procedure, to what extent, if any, the proposed test procedure would alter the measured energy efficiency or measured energy use of any covered product as determined under the existing test procedure. "(2) If the Secretary determines that the amended test procedure will alter the measured efficiency or measured use, the Secretary shall amend the applicable energy conservation standard during the rulemaking carried out with respect to such test procedure. In determining the amended energy conservation standard, the Sec- retary shall measure, pursuant to the amended test procedure, the energy efficiency or energy use of a representative sample of cov- ered products that minimally comply with the existing standard. The average of such energy efficiency or energy use levels deter- mined under the amended test procedure shall constitute the amended energy conservation standard for the applicable covered products. "(3) Models of covered products in use before the date on which the amended energy conservation standard becomes effective (or revisions of such models that come into use after such date and have the same energy efficiency or energy use characteristics) that comply with the energy conservation standard applicable to such covered products on the day before such date shall be deemed to comply with the amended energy conservation standard. "(4) The Secretary's authority to amend energy conservation standards under this subsection shall not affect the Secretary's obligation to issue final rules as described in section 325." Infra. SEC. 5. ENERGY CONSERVATION STANDARDS. Section 325 of the Energy Policy and Conservation Act (42 U.S.C. 6295) is amended to read as follows: 101 STAT. 108 PUBLIC LAW 100-12 —MAR. 17, 1987 "ENERGY CONSERVATION STANDARDS "Sec. 325. (a) PURPOSES.—The purposes of this section are to— "(1) provide Federal energy conservation standards applicable to covered products; and "(2) authorize the Secretary to prescribe amended or new energy conservation standards for each type (or class) of covered product. "(b) STANDARDS FOR REFRIGERATORS, REFRIGERATOR- FREEZERS, AND FREEZERS. —(1) The following is the maximum energy use allowed in kilowatt hours per year for the following products (other than those described in paragraph (2)) manufactured on or after January 1, 1990: Energy Standards Equations "Refrigerators and Refrigerator - Freezers with manual defrost 16.3 AV +316 Refrigerator•Freezers— partial automatic defrost 21.8 AV +429 Refrigerator- Freezers — automatic defrost with: Top mounted freezer without ice 23.5 AV +471 Side mounted freezer without ice 27.7 AV-488 Bottom mounted freezer without ice 27.7 AV + 488 Top mounted freezer with through the door ice service 26.4 AV +535 Side mounted freezer with through the door ice 30.9 AV +547 Upright Freezers with: Manual defrost 10.9 AV +422 Automatic defrost 16.0 AV +623 Chest Freezers and all other freezers 14.8 AV +223 "(2) The standards described in paragraph (1) do not apply to refrigerators and refrigerator - freezers with total refrigerated volume exceeding 39 cubic feet or freezers with total refrigerated volume exceeding 30 cubic feet. Regulations. "(3XAXi) The Secretary shall publish a proposed rule, no later than July 1, 1988, to determine if the standards established by paragraph (1) should be amended. The Secretary shall publish a final rule no later than July 1, 1989, which shall contain such amendment, if any, and provide that the amendment shall apply to products manufactured on or after January 1, 1993. If such a final rule is not published before January 1, 1990, any amendment of such standards shall apply to products manufactured on or after January 1, 1995. Nothing in this subsection provides any justifica- tion or defense for a failure by the Secretary to comply with the nondiscretionary duty to publish final rules by the dates stated in this paragraph. Effective date. "(iiXI) If the Secretary does not publish a final rule before Janu- ary 1, 1990, relating to the revision of the energy conservation standards for refrigerators, refrigerator - freezers and freezers, the regulations which established standards for such products and were promulgated by the California Energy Commission on December 14, 1984, to be effective January 1, 1992 (or any amendments to such standards that are not more stringent than the standards in the original regulations), shall apply in California to such products, effective beginning January 1, 1993, and shall not be preempted after such effective date by any energy conservation standard estab- lished in this section or prescribed, on or after January 1, 1990, under this section. State and local "(1) If the Secretary does not publish a final rule before governments. January 1, 1992, relating to the revision of the energy conservation standards for refrigerators, refrigerator - freezers and freezers, State regulations which apply to such products manufactured on or after PUBLIC LAW 100-12—MAR. 17, 1987 101 STAT. 10. per hour or lees, and electric storage water heaters with an input of 12 kilowatts or less; "(B) instantaneous type units which heat water but con- tain no more than one gallon of water per 4,000 Btu per hour of input, including gas instantaneous water heaters with an input of 200,000 Btu per . hour or leas, oil instanta- neous water heaters with an input of 210,000 Btu per hour or less, and electric instantaneous water heaters with an input of 12 kilowatts or less; and "(C) heat pump type units, with a maximum current rating of 24 amperes at a voltage no greater than 250 volts, which are producta designed to transfer thermal energy from one temperature level to a higher temperature level for the purpose of heating water, including all ancillary equipment such as fans, storage tanks. pumps, or controls necessary for the device to perform its function. "(28) The term 'weatherized warm air furnace or boiler' means a furnace or boiler designed for installation outdoors, approved for resistance to wind. rain, and snow, and supplied with its own venting system." SEC. 3. COVERAGE. Section 322(a) of the Energy Policy and Conservation Act (42 U.S.C. 6292(a)) is amended to read as follows: "COVERAGE "Stc. 322. (a) Iv GENERAL. —The following consumer products, excluding those consumer products designed solely for use in recreational vehicles and other mobile equipment, are covered products: "(1) Refrigerators, refrigerator-freezers, and freezers which can be operated by alternating current electricity, excluding — "(A) any type designed to be used without doors; and "(B) any type which does not include a compressor and condenser unit as an integral part of the cabinet assembly. "(2) Room air conditioners. "(3) Central air conditioners and central air conditioning heat pumpe• "(4) Water heaters. "(5) Furnace. "(6) Dishwashers. "(7) Clothes washers. "(8) Clothes dryers. "(9) Direct heating equipment. "(10) Kitchen ranges and ovens. "(11) Pool heaters. "(12) Television seta. "(13) Any other type of consumer product which the Secretary classifies as a covered product under subsection (b)." SEC. 1. TEST PROCEDURES. Section 323 of the Energy Policy and Conservation Act (42 U.S.C. 6293) is amended to read as follows: 101 STAT. 106 PUBLIC LAW 100-12---MAR. 17, 1987 "Tsar rsocmuasa "SEC. 323. (a) GsxaiAL Ruts. —All test procedures and related determinations prescribed or made by the Secretary with respect to any covered product (or class thereof) which are in effect on the date of enactment of the National Appliance Energy Conservation Act of 1987 shall remain in effect until the Secretary amends such teat procedures and related determinations under subsection (b). "(b) AMEND= AND Nsw PHOCEDua1e. —(1XA) The Secretary may amend test procedures with respect to any covered product if the Secretary determines that amended test procedures would more accurately or fully comply with the requirements of paragraph (3). "(B) The Secretary may, in accordance with the requirements of this subsection, prescribe test procedures for any consumer product 42 USC 6'292. classified as a covered product under section 322(b). "(C) The Secretary shall direct the National Bureau of Standards to assist in developing new or amended test procedures. Federal "(2) If the Secretary determines, on his own behalf or in response Register. to a petition by any interested person, that a test procedure should publication. be prescrthed or amended, the Secretary shall promptly publish in the Federal Register proposed test procedures and afford interested persons an opportunity to present oral and written data, views, and arguments with respect to such procedures. The comment period shall not be leas than 60 days and may be extended for good cause shown to not more than 270 days. In prescribing or amending a test procedure, the Secretary shall take into account such information as the Secretary determines relevant to such procedure, including technological developments relating to energy use or energy effi- ciency of the type (or class) of covered products involved. "(3) Any teat procedures prescribed or amended under this section shall be reasonably designed to produce test results which measure energy efficiency, energy use, or estimated annual operating coat of a covered product during a representative average use cycle or period of use, as determined by the Secretary, and shall not be unduly burdensome to conduct. "(4) If the test procedure is a procedure for determining estimated annual operating costa, such procedure shall provide that such costs shall be calculated from measurements of energy use in a represent- ative average use cycle or period of use, as determined by the needed and such product during average unit such cycllee.�The�Secre energy shall provide information to manuacturers with respect to rep- resentative average unit coats of energy. "(C) Rs. TaICTION ON CZRTAIN R PBXEDD*ITATIONs.- -(1) No manufac- turer, distributor, retailer, or private labeler may make any representation— "(A) in writing (including a representation on a label); or "(B) in any broadcast advertisement, with respect to the energy use or efficiency of a covered product to which a teat procedure is applicable under subsection (a) or the cost of energy consumed by such product, unless such product has been tested in accordance with such test procedure and such representa- tion fairly discloses the results of such testing. 1 Effective date. "(2) Effective 180 days after an amended or new teat procedure applicable to a covered product is prescribed under subsection (b), no manufacturer, distributor, retailer, or private labeler may make any representation- cry, - / .. PUBLIC LAW 100 -12 —MAR. 17, 1987 Public Law 100 -12 100th Congress An Act 101 STAT. 1 To ameed the Energy Policy and Conservation Act with respect to energy conserva- tion standards for appliances. Be it enacted by the Senate and House of Representatives of the United States of America in Congress assembled, SECTION 1. SHORT TITLE. This Act may be referred to as the "National Appliance Energy Conservation Act of 1987 ". SEC. 2. DEFINITIONS. (a) ENERGY CONSERVATION STANDARD.— Section 321(aX6) of the Energy Policy and Conservation Act (42 U.S.C. 6291(aX6)) is amended to read as follows: "(6) The term 'energy conservation standard' means — "(A) a performance standard which prescribes a mini- mum level of energy efficiency or a maximum quantity of energy use for a covered product, determined in accordance with test procedures prescribed under section 323; or "(B) a design requirement for the products specified in paragraphs (6), (7), (8), 110), and (13) of section 322(a); and includes any other requirements which the Secretary may pre- scribe under section 325(o)." (b) NEw DErlNrrioNs.— Section 321(a) of the Energy Policy and Conservation Act (42 U.S.C. 6291(a)) is amended by adding at the end the following paragraphs: "(19) The term 'AV' is the adjusted volume for refrigerators, refrigerator - freezers, and freezers, as defined in the applicable test procedure prescribed under section 323. "(20) The term 'annual fuel utilization efficiency' means the efficiency descriptor for furnaces and boilers, determined using test procedures prescribed under section 323 and based on the assumption that all — "(A) weatherized warm air furnaces or boilers are located out -of -doors; "(B) warm air furnaces which are not weatherized are located indoors and all combustion and ventilation air is admitted through grills or ducts from the outdoors and does not communicate with air in the conditioned space; and "(C) boilers which are not weatherized are located within the heated space. "121) The term 'central air conditioner' means a product, other than a packaged terminal air conditioner, which — "(A) is powered by single phase electric current; "(B) is air- cooled; "(C) is rated below 65,000 Btu per hour; "(D) is not contained within the same cabinet as a fur- nace the rated capacity of whicitaboye 225,000 Btu per hoar and_ Mar. 17. 1967 (S. 831. t. National Appliance Energy Conservation Act of 1987. 42 USC 6201 note. Post. p. 105. Post. p. 105. Post. p. 107. 101 STAT. 104 PUBLIC LAW 100 -12 --MAR. 17, 1987 Post. p. 105. "(E) is a heat pump or a cooling only unit. "(22) The term 'efficiency descriptor' means the ratio of the useful output to the total energy input, determined using the test procedures prescribed under section 323 and expressed for the following products in the following terms: "IA) For furnaces and direct heating equipment, annual fuel utilization efficiency. "(B) For room air conditioners, energy efficiency ratio. "(C) For central air conditioning and central air condi- tioning heat pumps, seasonal energy efficiency ratio. "ID) For water heaters, energy factor. "(E) For pool heaters, thermal efficiency. "(23) The term 'furnace' means a product which utilizes only single -phase electric current, or single -phase electric current or DC current in conjunction with natural gas, propane, or home heating oil, and which — "(A) is designed to be the principal heating source for the living space of a residence; "(B) is not contained within the same cabinet with a central air conditioner whose rated cooling capacity is above 65,000 Btu per hour, "(C) is an electric central furnace, electric boiler, forced - air central furnace, gravity central furnace, or low pressure steam or hot water boiler; and "(D) has a heat input rate of less than 300,000 Btu per hour for electric boilers and low pressure steam or hot water boilers and less than 225,000 Btu per hour for forced - air central furnaces, gravity central furnaces, and electric central furnaces. "(24) The terms 'heat pump' or 'reverse cycle' mean a product, other than a packaged terminal heat pump, which — "(A) consists of one or more assemblies; "(B) is powered by single phase electric current "(C) is rated below 65,000 Btu per hour, "(D) utilizes an indoor conditioning coil, compressors, and refrigerant -to- outdoor -air heat exchanger to provide air heating and "IE) may also provide air cooling, dehumidifying, humidi- fying circulating, and air cleaning. "(25) The term 'pool heater' means an appliance designed for heating nonpotable water contained at atmoepheric pressure, including heating water in swimming pools, spas, hot tube and similar applications. "(26) The term 'thermal efficiency of pool heaters' means a measure of the heat in the water delivered at the heater outlet divided by the heat input of the pool heater as measured under test conditions specified in section 2.8.1 of the American Na- tional Standard for Gas Fired Pool Heaters, Z21.56-1986, or as may be prescribed by the Secretary. "(27) The term 'water heater' means a product which utilizes oil, gas, or electricity to heat potable water for use outside the heater upon demand, including— "(A) storage type. units which beat and store water at a thermostatically controlled fefflaparature, including gas stor- age stomp water as input of 110 r hour or less. 05,000 Btu PUBLIC LAW 100 -12 —MAR 17, 1987 • 101 STAT. 111 "Room Up to 18,000 Btu /hour 57% AFUE Over 18.000 Btu/ hour up to 20.000 Btu/ hour 58% AFUE Over 20.000 Btu /hour up to 27.000 Btu/hour 63% AFUE Over 27.000 Btu; hour up to 46.000 Btu: hour - 64% AFUE Over 46.000 Btu /hour. 665% AFUE "(4XA) The Secretary shall publish final rules no later than Regulations January 1. 1992, to determine whether the standards established by paragraphs (1), (2), or (3) for water heaters. pool heaters, and direct heating equipment should be amended. Such rule shall provide that any amendment shall apply to products manufactured on or after January 1, 1995. "(B) The Secretary shall publish a final rule no later than Janu- Regulations ary 1. 2000, to determine whether standards in effect for such products should be amended. Such rule shall provide that any such amendment shall apply to products manufactured on or after Janu- ary 1, 2005. "(11 STANDARDS FOR FURNACES. —/1) Furnaces (other than furnaces Mobile homes. designed solely for installation in mobile homes) manufactured on or after January 1, 1992, shall have an annual fuel utilization effi- ciency of not less than 78 percent, except that- - "(A) boilers (other than gas steam boilers) shall have an annual fuel utilization efficiency of not Tess than 80 percent and gas steam boilers shall have an annual fuel utilization efficiency of not less than 75 percent; and "(B) the Secretary shall prescribe a final rule not later Regulations. than January 1, 1989, establishing an energy conservation standard- "(;) which is for furnaces (other than furnaces designed .solely for installation in mobile homes) having an input of less than 45.000 Btu per hour and manufactured on or after January 1, 1992; "(ii) which provides that the annual fuel utilization effi- ciency of such furnaces shall be a specific percent which is not less than 71 percent and not more than 78 percent; and "(iii) which the Secretary determines is not likely to result in a significant shift from gas heating to electric resistance heating With respect to, either residential construction or furnace replacement. "(2) Furnaces which are designed solely for installation in mobile homes and which are manufactured on or after September 1, 1990, shall have an annual fuel utilization efficiency of not less than 75 percent. "(3)(A) The Secretary shall publish a final rule no later than Regulations. January 1, 1992, to determine whether the standards established by paragraph (2) for mobile home furnaces should be amended. Such rule shall provide that any amendment shall apply to products manufactured on or after January 1, 1994. "(B) The Secretary shall publish a final rule ao later than Janu- ary 1, 1994, to determine whether the standards established by this subsection for furnaces (including mobile home furnaces) should be amended. Such rule shall provide that any amendment shall apply to products manufactured on or after January 1, 2002. ' (C) After January 1, 1997, and before January 1, 2007. the Secretary shall publish a final rule to determine whether standards in effect for such products should be amended. Such rule shall contain such amendment. if any, and provide that any amendment shall apply to products manufactured on or after January 1, 2012. 101 STAT. 112 PUBLIC LAW 100 -12 —MAR. 17, 1987 Regulations. Regulations. Ante. p. 105. "(g( STANDARDS FOR D1SHWAs1ii S; CLOTHES WASHERS; CLOTHES DRYERs.— (1) Dishwashers manufactured on or after January 1, 1988. shall be equipped with an option to dry without heat. "(2) All rinse cycles of clothes washers shall include an unheated water option, but may have a heated water rinse option. for products manufactured on or after January 1, 1988. "(3) Gas clothes dryers shall not be equipped with a constant burning pilot for products manufactured on or after January 1, 1988. "(4XA) The Secretary shall publish final rules no later than January 1, 1990, to determine if the standards established under this subsection for products described in paragraphs (1), (2), and (3) should be amended. Such rules shall provide that any amendment shall apply to products the manufacture of which is completed on or after January 1, 1993. "(B) After January 1, 1990, the Secretary shall publish a final rule no later than five years after the date of publication of the previous final rule. The Secretary shall determine in such rule whether to amend the standards in effect for such products. "(C) Any such amendment shall apply to products manufactured after a date which is five years after - "(i) the effective date of the previous amendment; or "(ii) if the previous final rule did not amend the standard, the earliest date by which a previous amendment could have been in effect; except that in no case may any amended standard apply to products manufactured within three years after publication of the final rule establishing such standard. "(h) STANDARDS FOR KITCHEN RANGES AND OVENS.—(1) Gas kitchen ranges and ovens having an electrical supply cord shall not be equipped with a constant burning pilot for products manufac- tured on or after January 1, 1990. "(2XA) The Secretary shall publish a final rule no later than January 1, 1992, to determine if the standards established for kitchen ranges and ovens in this subsection should be amended. Such rule shall contain such amendment, if any, and provide that the amendment shall apply to products manufactured on or after January 1;1995. "(B) The Secretary shall publish a final rule no later than Janu- ary 1, 1991, to determine whether standards in effect for such products should be amended. Such rule shall apply to products manufactured on or after January 1. 2000. "(i) STANDARDS FOR OTHER COVERED PRODUCTS. —(1) The Secretary may prescribe an energy conservation standard for any type for class) of covered products of a type specified in paragraph (13) of section 322(a) if the requirements of subsections (1) and (m) are met and the Secretary determines that — "(A) the average per household energy use within the United States by products of such type (or class) exceeded 150 kilowatt -. hours (or its Btu equivalent) for any 12 -month period ending before such determination; "(B) the aggregate household energy use within the United States by products of such type (or class) exceeded 4,200.000,000 kilowatt -hours (or its Btu equivalent) for any such 12 -month period; "(C) substantial improvement in the energy efficiency of prod- ucts of such type (or class) is technologically feasible; and PUBLIC LAW 100-12--MAR. 17. 1987 101 STAT. 109 January 1, 1995, shall apply to such products until the effective date of a rule issued under this section with respect to such products. "(B) After the publication of a final rule under subparagraph (A). Regulation. the Secretary shall publish a final rule no later than five•years after the date of publication of the previous final rule. The Secretary shall determine in such rule whether to amend the standards in effect for the products described in paragraph (1). "(C) Any amendment prescribed under subparagraph (B) shall apply to products manufactured after a date which is five years after - "(i) the effective date of the previous amendment; or "(ii) if the previous final rule did not amend the standards, the earliest date by which the previous amendment could have been effective; except that in no case may any amended standard apply to products manufactured within three years after publication of the final rule establishing such amended standard. "(C) STANDARDS FOR Room AIR CONDrrIoxERS. —(1) The energy efficiency ratio of room air conditioners shall be not less than the following for products manufactured on or after January 1, 1990: "Product Clans Ratio Without Reverse Cycle and With Louvered Sides Lean than 6,000 Btu ........ 8.0 6.000 to 7,999 Btu 8.5 8.000 to 13.999 Btu 9.0 14,000 to 19.999 Btu 8.8 20.000 and more Btu .__ 8.2 Without Reverse Cycle and Without Louvered Sriet Lean than 6.000 Btu 8.0 6.000 to 7.999 Btu 8.5 3.000 to 13,999 Btu 8.5 14.000 to 19,999 Btu 8.5 20,000 and more Btu 8.2 With Reverse Cycle and With Louvered Sides 8.5 With Reverse Cycle. Without Louvered Sides 9.0 "(2XA) The Secretary shall publish a fina.i rule no later than Regulations. January 1, 1992. to determine if the standards established under paragraph (1) should be amended. Such rule shall contain such amendment, if any, and provide that the amendment shall apply to products manufactured on or after January 1. 1995. "(B) After January 1. 1992, the Secretary shall publish a final rule Regulation/. no later than five years after the date of publication of a previous final rule. The Secretary shall determine in such rule whether to amend the standards in effect for room air conditioners. "(C) Any amendment prescribed under subparagraph (B) shall apply to products manufactured after a date which is five year after - "(i) the effective date of the previous amendment; or "(lit) if the previous final rule did not amend the standards, the earliest date by which a previous amendment could have been effective; except that in no case may any amended standard apply to products manufactured within three year after publication of the final rule establishing such amended standard. "(d) STANDARDS TOR CZNTSAL AIR CONDITIONU3 AND HEAT PUMPS.--(1) The seasonal energy efficiency ratio of central air condi- tioners and central air conditioning heat pumps shall be not lees than the following. 101 STAT. 110 PUBLIC LAW 100 -12 —MAR. 17, 1987 Regulations. Regulations. "(A) Split Systems: 10.0 for products manufactured on or after January 1, 1992. "(B) Single Package Systems: 9.7 for products manufactured on or after January 1, 1993. "(2) The heating seasonal performance factor of central air condi- tioning heat pumps shall be not leas than the following "(A) Split Systems: 6.8 for products manufactured on or after January 1, 1992. "(B) Single Package Systems: 6.6 for products manufactured on or after January 1, 1993. "(3XA) The Secretary shall publish a final rule no later than January 1, 1994, to determine whether the standards established under paragraph (1) should be amended. Such rule shall contain such amendment, if any, and provide that the amendment shall apply to products manufactured on or after January 1, 1999. The Secretary shall publish a final rule no later than January 1, 1994, to determine whether the standards established under paragraph (2) shall be amended. Such rule shall contain such amendment, if any, and provide that the amendment shall apply to products manufac- tured on or after January 1, 2002. "(B) The Secretary shall publish a final rule after January 1, 1994, and no later than January 1, 2001, to determine whether the standards in effect for central air conditioners and central air conditioning heat pumps should be amended. Such rule shall pro- vide that any amendment shall apply to producta manufactured on or after January 1, 2006. "(e) STANDARDS FOR WATER HEATERS; Poor. HEATERS; Drazcr HEAT- ING EQurnncsNT. --(1) The energy factor of water heaters shall be not less than the following for products manufactured on or after January 1, 1990: "(A) Gas Water Heater. "(B) Oil Water Heater. "(C) Electric Water Heater. 62— i.0019 z Rated Storage Volume in gallons) .59— :.0019 z Rated Storage Volume in gallonsl .95— (.00132 z Rated Storage in gallons) "(2) The thermal efficiency of pool heaters after January 1, 1990, shall not be less than 78 "(3) The efficiencies of gas direct heating tured on or after January 1, 1990, shall following: 'Wall Fan type Up to 12.000 Btu /hour Over 42,000 Btu/hour Gravity type Up to 10.000 Btu /hour Over 10.000 Btu/hour up to 12.000 Btu/ lour Over 12,000 Btu/hour up to 15.000 Btu/hour Over 15,000•Btu/hour up to 19,000 Bcn/bour Over 19.000 Btu/bour up to 27.000 Btu/hour Over 27,000 Btu/hour up to 46,000 Bta/bour Over 46,000 Btu /hour...._... manufactured percent. equipment be not lees "Floor Up to 37.000 Btu /boor.._.» .. _.. Over 57.000 Btu/bour ........ » .._... on or manufa - than the 73% AFUE 74% AFUE 59% AFUE 60% AFUE 61% AFUE 62% AFUE 63% AFUE 64% AFUE 65% AFUE 56% AFUE 57% AFUE PUBLIC LAW 100 -12 —MAR. 17, 1987 101 STAT. 115 consideration in the Secretary's determination of whether a stand- ard is economically justified. "(3) The Secretary may not prescribe an amended or new standard under this section for a type (or class) of covered product if— "(A) for products other than dishwashers, clothes washers, clothes dryers, and kitchen ranges and ovens, a test procedure has not been prescribed pursuant to section 323 with respect to Ante p. 103. that type (or class) of product; or "(B) the Secretary determines, by rule, that the establishment of such standard will not result in significant conservation of energy or that the establishment of such standard is not techno- logically feasible or economically justified. For purposes of section 327, a determination under subparagraph (B) P«t. p. 117. with respect to any type (or class) of covered products shall have the same effect as would a standard prescribed for such type (or class). "(4) The Secretary may not prescribe an amended or new standard under this section if the Secretary finds (and publishes such finding) that interested persons have established by a preponderance of the evidence that the standard is likely to result in the unavailability in the United States in any covered product type (or class) of perform- ance characteristics (including reliability), features, sizes, capacities, and volumes that are substantially the same as those generally available in the United States at the time of the Secretary's finding. The failure of some types (or classes) to meet this criterion shall not affect the Secretary's determination of whether to prescribe a stand- ard for other types (or classes). "(m) PROCEDURE FOR PRESCRIBING NEW OR AMENDED S'rAND- ARes. —Any new or amended energy conservation standard shall be prescribed in accordance with the following procedure: "(1) The Secretary— "(A) shall publish an advance notice of proposed rule - making which specifies the type (or class) of covered prod- ucts to which the rule may apply; "(B) shall invite interested persons to submit, within 60 days after the date of publication of such advance notice, written presentations of data, views, and arguments in response to such notice; and "(C) may identify proposed or amended standards that may be prescribed. "(2) A proposed rule which prescribes an amended or new Federal energy conservation standard or prescribes no amendment or u +r. no new standard for a type (or class) of covered products shall be publicattoc. published in the Federal Register. In prescribing any such proposed rule with respect to a standard, the Secretary shall determine the maximum improvement in energy efficiency or maximum reduction in energy use that is technologically feasible for each type (or class) of covered products. If such standard is not designed to achieve such efficiency or use, the Secretary shall state in the proposed rule the reasons therefor. "(3) After the publication of such proposed rulemaking, the Secretary shall, in accordance with section 336, afford in- Pon. p. 1'.,L' terested persons an opportunity, during a period of not less than 60 days, to present oral and written comments (including an opportunity to question those who make such presentations, as provided in such section) on matters relating to such proposed rule, including- 101 STAT. 116 PUBLIC LAW 100 -12 —MAR. 17. 1987 Federal Register. publication. Ante. p. 105. "(A) whether the standard to be prescribed is economi- cally justified (taking into account those factors which the Secretary must consider under subsection 11X2)) or will result in the effects described in subsection (1X•1); "(B) whether the standard will achieve the maximum improvement in energy efficiency which is technologically feasible; "(C) if the standard will riot achieve such improvement, whether the reasons for not achieving such improvement are adequate; and "(D) whether such rule should prescribe a level of energy use or efficiency which is higher or lower than that which would otherwise apply in the case of any group of products within the type (or class) that will be subject to such standard. "(4) A final rule prescribing an amended or new energy conservation standard or prescribing no amended or new stand- ard for a type (or class) of covered products shall be published as soon as is practicable, but not less than 90 days, after publica- tion of the proposed rule in the Federal Register. "(n) SPECIAL RULE FOR CERTAIN TYPES OR CLASSES OP PRODUCTS.— (1) A rule prescribing an energy conservation standard for a type or class) of covered products shall specify a level of energy use or efficiency higher or lower than that which applies (or would apply) for such type (or class) for any group of covered products which have the same function or intended use, if the Secretary determines that covered products within such group — "(A) consume a different kind of energy from that consumed by other covered products within such type (or class); or "(B) have a capacity or other performance- related feature which other products within such type (or class) do not have and such feature justifies a higher or lower standard from that which applies (or will apply) to other products within such type (or class). In making a determination under this paragraph concerning whether a performance- related feature justifies the establishment of a higher or lower standard, the Secretary shall consider such factors as the utility to the consumer of such a feature, and such other factors as the Secretary deems appropriate. "(2) Any rule prescribing a higher or lower level of energy use or efficiency under paragraph (1) shall include an explanation of the basis on which such higher or lower level was established. "(o) INCLUSION IN STANDARDS OF TEST r PROCEDURES AND OTHER REQUIREMEN't9. —Any new or amended energy conservation stand- ard prescribed under this section shall include, where applicable, test procedures prescribed in accordance with section 323 and may include any requirement which the Secretary determines is nec- essary to assure that each covered product to which such standard applies meets the required minimum level of energy efficiency or maximum quantity of energy use specified in such standard. "(p) DETERMINATION OF COMPLIANCE WrrH STANDARDS.—Compli- ance with, and performance under, the energy conservation standards (except for design standards authorized by this part) established in, or prescribed under, this section shall be determined using the test procedures and corresponding compliance criteria prescribed under section 323. PUBLIC LAW 100 -12 —MAR. 17, 1987 101 STAT. 113 "(D) the application of a labeling rule under section 324 to 42 USC 6294. such type (or class) is not likely to be sufficient to induce manufacturers to produce, and consumers and other persons to purchase, covered products of such type tor class) which achieve the maximum energy efficiency which is _technologically fea- sible and economically justified. "(2) Any new or amended standard for covered products of a type specified in paragraph (13) of section 322(a) shall not apply to Ante, p. 105. products manufactured within five years after the publication of a final rule establishing such standard. "(3) The Secretary may, in accordance with subsections (1) and (m), prescribe an energy conservation standard for television seta. Any such standard may not become effective with respect to products manufactured before January 1, 1992. "(j) FURTHER Rut mmuNc. —After issuance of the last final rules required under subsections (b) through (h) of this section, the Sec- retary may publish final rules to determine whether standards for a covered product should be amended. An amendment prescribed under this subsection shall apply to products manufactured after a date which is 5 years after — "(A) the effective date of the previous amendment made pursuant to this part; or "(B) if the previous final rule published under this part did not amend the standard, the earliest date by which a previous amendment could have been in effect, except that in no case may an amended standard apply to products manufactured within 3 years for refrigerators, refrigerator - freezers, and freezers, room air conditioners, dishwashers, clothes washers, clothes dryers, and kitchen ranges and ovens) or 5 years (for central air conditioners and heat pumps, water heaters, pool heaters, direct hearing equi went and furnaces) after publica- tion of the final rule establis a standard. "(k) PrFITION FOR AN AMENDED A.NDAAD. —(1) With respect to each covered product described in paragraphs (1) through (11) of section 322(a), any person may petition the Secretary to conduct a rulemaking to determine for a covered product if the standards contained either in the last final rule required under subsections (b) through (h) of this section or in a final rule published under this section should be amended. "(2) The Secretary shall grant a petition if he finds that it contains evidence which, assuming no other evidence were considered, pro - vides an adequate basis for amending the standards under the following criteria — "(A) amended standards will result in significant conservation of energy; "(B) amended standards are technologically feasible; and "(C) amended standards are coat effective as described in subsection (1X2XBXiXU). The grant of a petition by the Secretary under this subsection creates no presumption with respect to the Secretary's determina- tion of any of the criteria in a rulemaking under this section. "(3) An amendment prescribed under this subsection shall apply to products manufactured after a date which is 5 years after — "(A) the effective date of the previous amendment pursuant to this part; or "(B) if the previous final rule published under this part, did not amend the standard, the earliest date by which a previous 101 STAT. 114 PUBLIC LAW 100 -12 —MAR. 17, 1987 Federal Register. publicatuoo. amendment could have been in effect, except that in no case may an amended standard apply to products manufactured within 3 years for refrigerators, refrigerator - freezers, and freezers, room air conditioners, dishwashers, clothes washers, clothes dryers, and kitchen ranges and ovens) or 5 years for central air conditioners and heat pumps, water heaters, pool heaters, direct heating equipment and furnaces) after publica- tion of the final rule establishing a standard. Cams DA CR A FOR PRESCRIBING NEW OR AMENDED STANDARD8. ---U) The Secretary may not prescribe any amended standard which increases the maximum allowable energy use, or decreases the minimum required energy efficiency, of a covered product. "(2XA) Any new or amended energy conservation standard pre- scribed by the Secretary under this section for any type (or class) of covered product shall be designed to achieve the maximum im- provement in energy efficiency which the Secretary determines is technologically feasible and economically justified. "(BXi) In determining whether a standard is economically justi- fied, the Secretary shall, after receiving views and comments fur- nished with respect to the proposed standard, determine whether the benefits of the standard exceed its burdens by, to the greatest extent practicable, cor. idering- "(D the economic impact of the standard on the manufactur- ers and on the consumers of the products subject to such standard; "(II) the savings in operating costs throughout the estimated average life .of the covered product in the type (or class) com- pared to any increase in the price of, or in the initial charges for, or maintenance expenses of, the covered products which are likely to result from the imposition of the standard; "(III) the total projected amount of energy savings likely to result directly from the imposition of the standard; "(IV) any lessening of the utility or the performance of the covered products likely to result from the imposition of the standard; "(V) the impact of any lessening of competition, as deter- mined in writing by the Attorney General, that is likely to result from the imposition of the standard; "(VI) the need for national energy conservation; and "(VID other factors the Secretary considers relevant. "(ii) For purposes of clause (i)(V), the Attorney General shall make a determination of the impact, if any, of any lessening of competi- tion likely to result from such standard and shall transmit such determination, not later than 60 days after the publication of a proposed rule prescribing or amending an energy conservation standard, in writing to the Secretary, together with an analysis of the nature and extent of such impact. Any such determination and analysis shall be published by the Secretary in the Federal Register. "(iii) If the Secretary finds that the additional cost to the consumer of purchasing a product complying with an energy con- servation standard level will be less than three times the value of the energy savings during the first year that the consumer will receive as a result of the standard. as calculated under the ap- plicable test procedure, there shall be a rebuttable presumption that such standard level is economically justified. A determination by the Secretary that such criterion is not met shall not be taken into PUBLIC LAW 100 -12 --MAR. 17, 1987 101 STAT. 121 "(1) EXCZPT ON FOB CERTAIN BUILDING CODs REQU RI I 1r 9.—(1) A regulation or other requirement enacted or prescribed before Janu- ary 8, 1987, that is contained in a State or local building code for new construction concerning the energy efficiency or energy use of a covered product is not superseded by this part until the effective date of the energy conservation standard established in or pre- scribed under section 325 for such covered product. "(2) A regulation or other requirement, or revision thereof, en- acted or prescribed on or after January 8, 1987, that is contained in a State or local building code for new construction concerning the energy efficiency or energy use of a covered product is not super- seded by this part until the effective date of the energy conservation standard established in or prescribed under section 325 for such covered product if the code does not require that the energy effi- ciency of such covered product exceed-- - "(A) the applicable minimum efficiency requirement in a national voluntary consensus standard; or "(B) the minimum energy efficiency level in a regulation or other requirement of the State meeting the requirements of subsection (bX1) or (bX5), whichever is higher. "(3) Effective on the effective date of an energy conservation standard for a covered product established in or prescribed under section 325, a regulation or other requirement contained in a State or local building code for new construction concerning the energy efficiency or energy use of such covered product is not superseded by this part if the code complies with all of the following requirements: "(A) The code permits a builder to meet an energy consump- tion or conservation objective for a building by selecting items whose combined energy efficiencies meet the objective. "(B) The code does not require that the covered product have an energy efficiency exceeding the applicable energy conserva- tion standard established in or prescribed under section 325, except that the required efficiency may exceed such standard up to the level required by a regulation of that State for which the Secretary has issued a rule granting a waiver under sub- section (d). "(C) The credit to the energy consumption or conservation objective allowed by the code for installing covered products having energy efficiencies exceeding such energy conservation standard established in or prescribed under section 325 or the efficiency level required in a State regulation referred to in subparagraph (B) is on a one - for -one equivalent energy use or equivalent cost basis. "(D) Lf the code uses one or more baseline building designs against which all submitted building designs are to be evaluated and such baseline building designs contain a covered product subject to an energy conservation standard established in or preascribed under section 325, the baseline building designs are based on the efficiency level for such covered product which meets but does not exceed such standard or the efficiency level required by a regulation of that State for which the Secretary has issued a rule granting a waiver under subsection (d). "(E) If the code seta forth one or more optional combinations of items which meet the energy consumption or conservation objective, for every combination which includes a covered prod- uct the efficiency of which exceeds either standard or level Ante. p. 107. 101 STAT. 122 PUBLIC LAW 100 -12 —MAR. 17, 1987 referred to in subparagraph (D). there also shall be at least one combination which includes such covered product the efficiency of which does not exceed such standard or level by more than 5 percent, except that at least one combination shall include such covered product the efficiency of which meets but does not exceed such standard. "(F) The energy consumption or conservation objective is specified in terms of an estimated total consumption of energy (which may be calculated from energy loos- or gain -based codes) utilizing an equivalent amount of energy (which may be speci- fied in units of energy or its equivalent cost). "(G) The estimated energy use of any covered product per- mitted or required in the code, or used in calculating the objective, is determined using the applicable test procedures Ante. p. 105. prescribed under section 323, except that the State may permit the estimated energy use calculation to be adjusted to reflect the conditions of the areas where the code is being applied if such adjustment is based on the use of the applicable test procedures prescribed under section 323 or other technically accurate documented procedure. "(4XA) Subject to subparagraph (B), a State or local government is not required to submit a petition to the Secretary in order to enforce or apply its building code or to establish that the code meeta the conditions set forth in this subsection. "(B) If a building code requires the installation of covered products with efficiencies exceeding both the applicable Federal standard Ante. p. 107. established in or prescribed under section 325 and the applicable standard of such State, if any, that has been granted a waiver under subsection (d), such requirement of the building code shall not be applicable unless the Secretary has granted a waiver for such requirement under subsection (d). "(g) No WARRANTY. --Any disclosure with respect to energy use, energy efficiency, or estimated annual operating cost which is re- quired to be made under the provisions of this part shall not create an express or implied warranty under State or Federal law that such energy efficiency will be achieved or that such energy use or estimated annual operating cost will not be exceeded under condi- tions of actual use. ". SEC. 8. CITIZEN SUITS. Section 335(a) of the Energy Policy and Conservation Act (42 U.S.C. 6305) is amended — (1) by striking out "or" at the end of paragraph (1); (2) by striking out the period at the end of paragraph (2) and inserting in lieu thereof "; or "; (3) by inserting after paragraph '2) the following new paragraph: "(3) the Secretary in any case in which there is an alleged failure of the Secretary to comply with a nondiscretionary duty to issue a proposed or fugal rule according to the schedules set forth in section 325. "; and (4) by adding after the last sentence the following. "The courts shall advance on the docket, and expedite the disposi- tion of, all causes filed therein pursuant to paragraph (3) of this subsection. If the court finds that the Secretary has failed to comply with a deadline established in section 325, the court shall have jurisdiction to order appropriate relief, including relief that will PUBLIC LAW 100 -12 —MAR. 17, 1987 101 STAT. 119 State has established by a preponderance of the evidence that such State regulation is needed to meet unusual and compelling State or local energy interests. "(C) For purposes of this subsection. the term 'unusual and compelling State or local energy interests' means interests which - "(i) are substantially different in nature or magnitude than those prevailing in the United States generally; and "(ii) are such that the costs, benefits, burdens, and reliability of energy savings resulting from the State regulation make such regulation preferable or necessary when measured against the costs, benefits, burdens, and reliability of alternative ap- proaches to energy savings or production, including reliance on reasonably predictable market - induced improvements in effi- ciency of all products subject to the State regulation. The factors described in clause (ii) shall be evaluated within the context of the State's energy plan and forecast. "(2) The Secretary shall give notice of any petition filed under paragraph (1XA) and afford interested persons a reasonable oppor- tunity to make written comments, including rebuttal comments, thereon. The Secretary shall, within the 6 -month period beginning on the date on which any such petition is filed. deny such petition or prescribe the requested rule, except that the Secretary may publish a notice in the Federal Register extending such period to a date certain but no longer than one year after the date on which the petition was filed. Such notice shall include the reasons for delay. In the case of any denial of a petition under this subsection. the Secretary shall publish in the Federal Register notice of, and the reasons for, such denial. "(3) The Secretary may not prescribe a rule under this subsection if the Secretary finds and publishes such finding) that interested persons have established, by a preponderance of the evidence, that such State regulation will significantly burden manufacturing, marketing, distribution, sale, or servicing of the covered product on a national basis. In determining whether to make such finding, the Secretary shall evaluate all relevant factors, including — "(A) the extent to which the State regulation will increase manufacturing or distribution costs of manufacturers, distribu- tors, and others; "(B) the extent to which the State regulation will disadvan- tage smaller manufacturers, distributors, or dealers or lessen competition in the sale of the covered product in the State; "(C) the extent to which the State regulation would cause a burden to manufacturers to redesign and produce the covered product type (or class). taking into consideration the extent to which the regulation would result in a reduction - "(i) in the current models, or in the projected availability of models, that could be shipped on the effective date of the regulation to the State and within the United States; or '(ii) in the current or projected sales volume of the covered product type (or class) in the State and the United States; and "(D) the extent to which the State regulation is likely to contribute significantly to a proliferation of State appliance efficiency requirements and the cumulative impact such requirements would have. "(4) The Secretary may not prescribe a rule under this subsection if the Secretary finds (and publishes such finding) that interested Federal Register. publication. Federal Register. publication. 101 STAT. 120 PUBLIC LAW 100 -12 —MAR. 17, 1987 Ante. p 107. persons have established, by a preponderance of the evidence, that the State regulation is likely to result in the unavailability in the State of any covered product type or class) of performance characteristics (including reliability), features, sizes, capacities, and volumes that are substantially the same as those generally available in the State at the time of the Secretary's finding, except that the failure of some classes (or types) to meet this criterion shall not affect the Secretary's determination of whether to prescribe a rule for other classes (or types). "(5) No final rule prescribed by the Secretary under this subsec- tion may — "(A) permit any State regulation to become effective with respect to any covered product manufactured within three years after such rule is published in the Federal Register or within five years if the Secretary finds that such additional time is necessary due to the substantial burdens of retooling, redesign, or distribution needed to comply with the State regulation; or "(B) become effective with respect to a covered product manu- factured before the earliest possible effective date specified in section 325 for the initial amendment of the energy conserva- tion standard established in such section for the covered prod- uct; except that such rule may become effective before such date if the Secretary finds (and publishes such finding) that, in addition to the other requirements of this subsection the State has established, by a preponderance of the evidence, that- "()) an energy emergency condition exists within the State which — "(I) imperils the health. safety, and welfare of its residents because of the inability of the State or utili- ties within the State to provide adequate quantities of gas or electric energy to its residents at less than prohibitive coats; and "(II) cannot be substantially alleviated by the im- portation of energy or the use of interconnection agreements; and "(ii) the State regulation is necessary to alleviate substan- tially such condition. "16) In any case in which a State is issued a rule under paragraph (1) with respect to a covered product and subsequently a Federal energy conservation standard concerning such product is amended pursuant to section 325, any person subject to such State regulation may file a petition with the Secretary requesting the Secretary to withdraw the rule issued under paragraph (1) with respect to such product in such State. The Secretary shall consider such petition in accordance with the requirements of paragraphs (1), (3), and (4), except that the burden shall be on the petitioner to show by a preponderance of the evidence that the rule received by the State under paragraph (1) should be withdrawn as a result of the amend- ment to the Federal standard. If the Secretary determines that the petitioner has shown that the rule issued by the State should be so withdrawn, the Secretary shall withdraw it. "(e) b, Cap'r1ON FOR UNFAIN STAIR PILOCUREMZNT STANDARDS.— Any State regulation which sets forth procurement standards for a State (or political subdivision thereof) shall not be superseded by the provisions of this part if such standards are more stringent than the corresponding Federal energy conservation standards. PUBLIC LAW 100-42—MAR. 17. 1987 101 STAT. 117 "(q) SMALL MANUFACTURER EXEMPTION.-11) Subject to paragraph (2), the Secretary may, on application of any manufacturer, exempt such manufacturer from all or part of the requirements of any energy conservation standard established in or prescribed under this section for any period not longer than the 24 -month period begin- ning on the date such rule becomes effective, if the Secretary finds that the annual gross revenues of such manufacturer from all its operations (including the manufacture and sale of covered products) does not exceed $8,000,000 for the 12 -month period preceding the date of the application. In making such finding with respect to any manufacturer, the Secretary shall take into account the annual gross revenues of any other person who controls, is controlled by, or is under common control with, such manufacturer. "(2) The Secretary may not exercise the authority granted under paragraph (1) with respect to any type (or claw) of covered product subject to an energy conservation standard under this section unless the Secretary makes a finding, after obtaining the written views of the Attorney General, that a failure to allow an exemption under paragraph (1) would likely result in a lessening of competition." SEC. 6. REQUIREMENTS OF MANUFACTURERS. Section 326(d) of the Energy Policy and Conservation Act (42 U.S.C. 6296(d)) is amended to read as follows: "(d) INFORMATION REQUIREMEN-rs. —a) For purposes of carrying Reports. out this part, the Secretary may require. under this part or other Labeling. provision of law administered by the Secretary, each manufacturer of a covered product to submit information or reports to the Sec- retary with respect to energy efficiency or energy use of such covered product and the economic impact of any proposed energy conservation standard. as the Secretary determines may be nec- essary to establish and revise test procedures. labeling rules, and energy conservation standards for such product and to insure compliance with the requirements of this part. In making any determination under this paragraph, the Secretary shall consider existing public sources of Information, including nationally recog- nized certification programs of trade associations. "(2) The Secretary shall exercise authority under this section in a manner designed to minimize unnecessary burdens on manufactur- ers of covered products. "(3) The provisions of section 11(d) of the Energy Supply and Environmental Coordination Act of 1974 shall apply with respect to ;; I;SC -as. information obtained under this subsection to the same extent and in the same manner as they apply with respect to energy informa- tion obtained under section 11 of such Act." SEC. 7. EFFECT ON OTHER LAW. Section 327 of the Energy Policy and Conservation Act (42 U.S.C. 6291) is amended to read as follows: "K C? ON OTHER LAW "SEC. 327. (a) PREEMPTION OF TESTING AND LABELING REQUIRE- State and local M1. —(1) Effective on the data of enactment of the National ;overtuaenca. Appliance Energy Conservation Act of 1987, this part supersedes any State regulation insofar as such State regulation provides at any time for the disclosure of information with respect to any measure of energy consumption of any covered product if- 101 STAT. 118 PUBLIC LAW 100 -12 —MAR. 17, 1987 "(A) such State regulation requires testing or the use of any measure of energy consumption or energy descriptor in any Ante. p. 105. manner other than that provided under section 323; or "(B) such State regulation requires disclosure of information with respect to the energy use or energy efficiency of any covered product other than information required under sec. 42 L'SC 6294 tion 324. "(2) For purposes of this section, the term 'State regulation' means a law, regulation, or other requirement of a State or its political subdivisions. "(b) GENERAL RULE OF PREEMPTION FOR ENERGY CONSERVATION STANDARDS BEFORE FEDERAL STANDARD BECOMES EFFECTIVE FOR A PRonucr.— Effective on the date of enactment of the National Appli- ance Energy Conservation Act of 1987 and ending on the effective date of an energy conservation standard established under section Ante. p. 107. 325 for any covered product, no State regulation, or revision thereof, concerning the energy efficiency or energy use of the covered prod- uct shall be effective with respect to such covered product, unless the State regulation or revision — "(1) was prescribed or enacted before January 8, 1987, and is applicable to products before January 3, 1988; "(2) is a State procurement regulation described in sub- section (e); "(3) is a regulation described in subsection lfX1) or is pre- scribed or enacted in a building code for new construction described in subsection tfX2); "(4) is a regulation prohibiting the use in pool heaters of a constant burning pilot; "(5) is a regulation described in subsection (dX5XB) for which a waiver has been granted under subsection (d); or "(6) is a regulation effective on or after January 1, 1992, concerning the energy efficiency or energy use of television sets. "(c) GENERAL RULE OF PREEMPTION FOR ENERGY CONSERVATION STANDARDS WHEN FEDERAL STANDARD BECOMES EFFECTIVE FOR A PaoDUCr.— Except as provided in section 325(bX3XAXii) and effective on the effective date of an energy conservation standard established in or prescribed under section 325 for any covered product, no State regulation concerning the energy efficiency or energy use of such covered product shall be effective with respect to such product unless the regulation — "(1) is a regulation described in paragraph (2) or (4) of subsec- tion (b); "(2) is a regulation which has been granted a waiver under subsection (d); or "(3) is in a building code for new construction described in subsection (f)(3). "Id) WAIVER OF FEDERAL PREEMPTION. —(1XA) Any State with a State regulation which provides for any energy conservation stand- ard or other requirement with respect to energy use or energy efficiency for any type (or class) of covered product for which there is a Federal energy conservation standard under section 325 may file a petition with the Secretary requesting a rule that such State regula- tion become effective with respect to such covered product. "(B) Subject to paragraphs (2) through (5), the Secretary shall, within the period described in paragraph (2) and after consideration of the petition and the comments of interested persons, prescribe such rule if the Secretary finds (and publishes such finding) that the PUBLIC LAW 100 -12 —MAR. 17, 1987 101 STAT. 123 ensure the Secretary's compliance with future deadlines for the same covered product." SEC. 9. ADMINISTRATIVE REVIEW AND JUDICIAL REVIEW. Section 336 of the Energy Policy and Conservation Act (42 U.S.C. 6306) is amended to read as follows: "ADMINISTRATIVE PROCEDURE AND JUDICIAL REVIEW "SEC. 336. (a)(1) In addition to the requirements of section 553 of title 5. United States Code, rules prescribed under section 323, 324, 325, 327, or 328 of this part shall afford interested persons an opportunity to present written and oral data. views, and arguments with respect to any proposed rule. "(2) In the case of a rule prescribed under section 325, the Sec- retary shall, by means of conferences or other informal procedures, afford any interested person an opportunity to question — "(A) other interested persons who have made oral presen- tations; and "(131 employees of the United States who have made written or oral presentations with respect to disputed issues of material fact. Such opportunity shall be afforded to the extent the Secretary determines that questioning pursuant to such procedures is likely to result in a more timely and effective resolution of such issues. "(3) A transcript shall be kept of any oral presentations made under this subsection. "(bx 1) Any person who will be adversely affected by a rule pre- scribed under section 323, 324, or 325 may, at any time within 60 days after the date on which such rule is prescribed, file a petition with the United States court of appeals for the circuit in which such person resides or has his principal place of business, for judicial review of such rule. A copy of the petition shall be transmitted by the clerk of the court to the agency which prescribed the rule. Such agency shall file in the court the written submissions to, and transcript of, the proceedings on which the rule was based, as provided in section 2112 of title 28, United States Code. "(2) Upon the filing of the petition referred to in paragraph (1), the court shall have jurisdiction to review the rule in accordance with chapter 7 of title 5. United States Code. and to grant appropriate relief as provided in such chapter. do rule under section 323, 324, or 325 may be armed unlesa supported by substantial evidence. "(31 The judgment of the court affirming or setting aside, in whole or in part. any such rule shall be final, subject to review by the Supreme Court of the United States upon certiorari or certification as Provided in section 1254 of title 23, L nited States Code. t4) The remedies provided for in this subsection shall be in addition to, and not in substitution for. any other remedies provided by law. "(5) The procedures applicable under this part shall not — "(A) be considered to be modified or affected by any other provision of law unless such other provision specifically amends this part (or provisions of law cited herein) or "(B) be considered to be superseded by any other provision of law unless such other provision does so in specific terms by referring to this part and declaring that such provision super- sedes, in whole or in part, the procedures of this part Ante. p. 105: 42 USC 6294: ante. p. 107: pont. p. 117: 42 USC 6298. 5 CSC 701 a seq. 101 STAT. 124 State and local governments. .ante. p. 107. 42 USC 6321 et S. 42 USC 6294. Ante. p. 105. Labeling. Ante. p 105. PUBLIC LAW 100 -12 —MAR. 17, 1987 "(c) Jurisdiction is vested in the Federal district courts of the United States over actions brought by— "(1) any adversely affected person to determine whether a State or local government is compiying with the requirements of this part; and "(2) any person who files a petition under section 325(k) which is denied by the Secretary. ". SEC. 10. ANNEAL REPORT. Section 338 of the Energy Policy and Conservation Act (42 U.S.C. 6308) is amended by adding at the end the following: "Nothing in this section provides •a defense or justification for a failure by the Secretary to comply with a nondiscretionary duty as provided for in this part." SEC. 11. CONFORMING AMENDMENTS (a) IN GENERAL —Part B of title III of the Energy Policy and Conservation Act is amended as follows: (1) Section 324 is amended — (A) in subsection (aX1), by striking out "paragraphs (1) through (9)" and inserting in lieu thereof "paragraphs (1), (2), (4), (6), and (8) through (121"; (B) in subsection lax..), by striking out "paragraphs (10) through (131" and inserting in lieu thereof "paragraphs (3), (5), and (7) "; and (C) in subsection (aX3) -- (i) by striking out "paragraph (14)" and inserting in lieu thereof "paragraph (13) "; (ii) by striking out subparagraph (A) and inserting in lieu thereof the following: "(A) the Commission or the Secretary has trade a determine• tion with respect to such type or class thereof) that labeling in accordance with this section will assist purchasers in making purchasing decisions, "; and (iii) by striking out "section 323(aX5)" in subpara- graph (B) and inserting in lieu thereof 'section 323(bX1XBr; (D) by striking out subsection (b)(1) and inserting in lieu thereof the following. "(b) RULES IN ErrEcr; NEw Rtam. —(1XA) Any labeling rule in effect on the date of the enactment of the National Appliance Energy Conservation Act of 198: shall remain in effect until amended, by rule, by the Commission. "(B) After the date of the enactment of the National Appliance Energy Conservation Act of 1987 and not later than 30 days after the date on which a proposed test procedure applicable to a covered product of any of the types specified in paragraphs (1) through (13) of section 322(a) (or class thereof) is prescribed under section 323(b), the Commission shall publish a proposed labeling rule applicable to such type for class thereof). "; (E) in subsection (bX3)- (i) by striking out "section 323" both places in which it appears and inserting in lieu thereof" section 323(b) "; (ii) by striking out "(13)" and inserting in lieu thereof "(12) "; and (iii) by striking out "'14)" and inserting in lieu thereof "(13) "; * * CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 EVISIO SU DATE 1210 (ce4 tap: RECEIVED CITY OF TUKWILA .DEC 3 0 1994 PERMIT CENTER MITT * * 5 to s PROJECT NAME 1--kAA cure (ti-)a), -pew rr) ADDRESS 40 Z. s-c CONTACT PERSON 1td,2 PHONE ARCHITECT OR ENGINEER 143( PLAN CHECK/PERMIT NUMBER R4 —0 1 TYPE OF REVISION: 2.. 6p1 y-) _ FeuNd2160 SHEET NUMBER(S) t t ILO P21 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 1:0?, tfirsia) Ur° A/tt:fvi oirVirrt'44 q$11A- , GlAp\Ateki6J14. 4NoUi Fd4A { Aiiihabi.CONVERSATION RECORD DATE: /2 / LP / p MaN TUE WED C05- TIME: .13 d FRI SAT SUN TYPE: ❑ Visit ❑ Conference XTelephone— Olncoming °Outgoing Name 0 rson - coact 40/1" contact with you: Organ zation (office, • apt., burea =tc.) Location of Visit/Conference: FOR OFFICE USE ONLY V?-4-c) 197 Telephone No.: 1-54 • Title: Date: CONVERSATION RECORD DATE: / 2.4? FA,56 MV TUE 1W THU FRI SAT SUN A.M. ext, TYPE: C.VIsit El Conference E.] Telephone— 0 Incoming 0 Outgoing Nam pe n( conta d or in contact with you: Organ zatIon (office, depkbureau, etc.) Telephone No.: Location of Visit/Confer nce: SUMMARY: Title: Date: 12/28/1994 09:31 C' 4211 Holly Lane �,� Mercer Island, WA 98040 F� � Phone: 208- , - . «y` Fax: 06 -236 -7 �, tF MESSAQF 2062367 (7 BOB WILEY FIDELITY ASSOCIATES nut= /a- g- - & m BOB WILEY Sending total pages,ncl Odin cover sheet. Message PAGE 01 1.2/28/1994 09: 31 2062367227 BOB WILEY PAGE 02 FIDELITY ASSOCIATES 4211 Holly Lane Mercer Island, WA 98040 Phone: 206- 232 -6465 Fax: 206 -236 -7227 December 27, 1994 Mr. Rick Beeler, Director Department of' Community Development City of Tukwila 6300 Southcenter Boulevard. Suite # 100 Tukwila, WA 98188 Re: Homelife second story metal siding Dear Rick, As you know, we have had a significant misunderstanding related to Vernon's approval of the use of metal siding on the three sides of the Homelife building second story. To replace this with dryvit would be extremely expensive and I am very interested in finding a way to avoid this that will be acceptable to the City and myself. I feel strongly on this for several reasons: first, I believe we went through the correct proceedure and received prior approval; second, the cost of change is very significant; and third, I am convinced that in a matter of months, when the Circuit City building fills the vacant lot to our north and our north wall is painted and landscaping is in place that neither you nor I will understand why this was such a big issue. Nevertheless, 1 do need a Certificate of Occupancy by December 30, 1994 and wish to take steps to obtain it even though it may be necessary to go back to the BAR in the event that we can not resolve it ourselves, We received verbal approval for what we did, only to find it qualified in Vernon's October 28 letter. Nevertheless, I wish to suggest a remedy to the present situation. My architect has proposed that we extend a horizontal band around the top of both the upper and lower floors to the depth and color of the front cornice. We would plant large conifer trees to break up the flat expanse of the north wall. Leyland Cypress are suggested, and 1 could get 8' to 10' trees that grow 2' to 2.5' per year. I would get larger trees, probably of a different species, if that would make a difference. I hope that you will consider this suggestion and find it an acceptable solution. See attached. A review of the events that got us here may be helpful. My contractor had suggested the use of metal siding in late September. At that time the 12/28/1994 09:31 2062367 797 BOB WILEY PAGE 03 placing of the Dryvit faced indefinite delay because of the rains. He proposed metal siding, especially since so little was visable from Strander Blvd, and the McConkey building (Circuit City) then blocked the back of the building from Baker and Andover Park East. The contractor, architect and I discussed this at some length in our weekly Progress Meeting ( copies of minutes attached) and obtained samples of color and shape. On October 14, 1994, Vernon inspected samples of proposed cornice, metal siding and material for shielding the HVAC units. These samples were placed on the building at their proper height and the contractor, architect and I understood him to say that the siding was satisfactory. I pressed to receive written confirmation and we received Vernon's letter of October 28 which expessed condition that I had not heard during our on-site meeting. In his letter he said the siding had been approved "based on . . . assurance that it will have the same texture, color and reflectivity as the first floor dryvit walls, and the 'blind joints' will not be visible." As i understand it, the current objection is not the texture, color or relectivity but rather the ribbing. The sample on the wall had the ribs that are now the subject of your department's rejection. I have only in the past few days received a copy of Vernon's notes from his October field visit. Had I realized earlier the extent of these conditions and requirements, we would not have applied the metal siding. Vernon's letter of December 21, 1994, says that to facilitate the issuance of a certificate of occupancy by Friday, December 30, 1994, it may be necessary to submit a developer's warranty, a construction estimate and a monetary fund equal to 150% of the estimate, If you are not prepared to issue approval based on the horizontal band and conifer trees, I will take those steps outlined by Vernon in order to not delay the certificate of occupancy. I do so under protest and wish to take this to the BAR in the event that we cannot work out something that is mutually acceptable. I would greatly appreciate your immediate cooperation in seeing that the certificate of occupancy is not held up. Sincerely, Robert L. Wiley Managing Partner F i og 00 3Jt'd h31IM SOH GLGL9EL90Z tE :60 0661 /Mg 'C ofr 4 li it s ill y I r s ! 0 I I / F- .5. H ie l � 1 54 • $ 105401011 IFndiglihe4tZ��3s�441itl�� @00 ® idiphl 0 0 00 ©0 00000 ®0© ::4 �' �, r i iii � : t `q dhl 1,-; 14,00 i og 00 3Jt'd h31IM SOH GLGL9EL90Z tE :60 0661 /Mg 'C ofr TRANSMISSION RESULT REPORT (DEC 28 '94 12:24PM) TUJ&LA DCD/PW (AUTO) THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION 091 TRANSMISSION TEL NO. PAGE RESULT 9*-2367227 02 OK ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION CITY OF TUKWILA ASSIGNMENT OF ACCOUNT I/We hereby establish our ASSIGNMENT OF ACCOUNT in favor of the City of Tukwila in the amount of $ . This Assignment of Account is issued in connection with construction of the project known as located at to guarantee installation of improvements. It is understood that the nature and extent of the improvements is defined by the approved plans and conditions contained in the City of Tukwila File No. If, in the sole determination of the Director of Community Development, the above- referenced improvements are not completed as required by the approved plans, conditions and applicable City standards at the above location, no later than this bank agrees to pay to the City of Tukwila the sum of $ upon receipt of written request by the City of Tukwila for such payment. This Assignment of Account shall not expire until released in writing by the City of Tukwila, which release shall be provided upon request when the required improvements have been completed as provided above. BY: Date (to be signed by authorized repre- sentative of lending institution) Bank Name Name (Please Print) Bank Branch Title Account Number Address Account Depositor City, State, Zip Account Depositor CITY OF TUKWILA IRREVOCABLE LETTER OF CREDIT SECURITY FOR PERFORMANCE We hereby establish our Irrevocable Letter of Credit in favor of the City of Tukwila in the amount of $ . This Letter of Credit is issued in connection with construction of the project known as located at to guarantee installation of improvements. It is understood that the nature and extent of the improvements is defined by the approved plans and conditions contained in the City of Tukwila File No. If, in the sole determination of the Director of Department of Community Development the above - .referenced improvements are not completed as required by the approved plans, conditions and applicable City standards at the above location, no later than , this bank agrees to pay to the City of Tukwila the sum of $ , upon receipt of written request for such payment. This Irrevocable Letter of Credit shall not expire until released in writing by the City of Tukwila, which release shall be provided upon request when the required improvements have been completed as provided above. BY: Date (to be signed by authorized repre- sentative of lending institution) Bank Name Name (Please Print) Bank Branch Title Account Number Address City, State, Zip 6. FIDELITY ASSOCIATES 4211 Holly Lane Mercer Island, WA 98040 Phone: 206 -232 -6465 Fax: 206 -236 -7227 Mr. Rick Beeler, Director Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite # 100 Tukwila, WA 98188 Re: Homelife second story metal siding Dear Rick, December 27, 1994 EC G— LOP As you know, we have had a significant misunderstanding related to Vernon's approval of the use of metal siding on the three sides of the Homelife building second story. To replace this with dryvit would be extremely expensive and I am very interested in finding a way to avoid this that will be acceptable to the City and myself. I feel strongly on this for several reasons: first, I believe we went through the correct proceedure and received prior approval; second, the cost of change is very significant; and third, I am convinced that in a matter of months, when the Circuit City building fills the vacant lot to our north and our north wall is painted and landscaping is in place that neither you nor I will understand why this was such a big issue. Nevertheless, I do need a Certificate of Occupancy by December 30, 1994 and wish to take steps to obtain it even though it may be necessary to go back to the BAR in the event that we can not resolve it ourselves. We received verbal approval for what we did, only to find it qualified in Vernon's October 28 letter. Nevertheless, I wish to suggest a remedy to the present situation. My architect has proposed that we extend a horizontal band around the top of both the upper and lower floors to the depth and color of the front cornice. We would plant large conifer trees to break up the flat expanse of the north wall. Leyland Cypress are suggested, and I could get 8' to 10' trees that grow 2' to 2.5' per year. I would get larger trees, probably of a different species, if that would make a difference. I hope that you will consider this suggestion and find it an acceptable solution. See attached. A review of the events that got us here may be helpful. My contractor had suggested the use of metal siding in late September. At that time the placing of the Dryvit faced indefinite delay because of the rains. He proposed metal siding, especially since so little was visable from Strander Blvd, and the McConkey building (Circuit City) then blocked the back of the building from Baker and Andover Park East. The contractor, architect and I discussed this at some length in our weekly Progress Meeting ( copies of minutes attached) and obtained samples of color and shape. On October 14, 1994, Vernon inspected samples of proposed cornice, metal siding and material for shielding the HVAC units. These samples were placed on the building at their proper height and the contractor, architect and I understood him to say that the siding was satisfactory. I pressed to receive written confirmation and we received Vernon's letter of October 28 which expessed condition that I had not heard during our on -site meeting. In his letter he said the siding had been approved "based on . . . assurance that it will have the same texture, color and reflectivity as the first floor dryvit walls, and the 'blind joints' will not be visible." As I understand it, the current objection is not the texture, color or relectivity but rather the ribbing. The sample on the wall had the ribs that are now the subject of your department's rejection. I have only in the past few days received a copy of Vernon's notes from his October field visit. Had I realized earlier the extent of these conditions and requirements, we would not have applied the metal siding. Vernon's letter of December 21, 1994, says that to facilitate the issuance of a certificate of occupancy by Friday, December 30, 1994, it may be necessary to submit a developer's warranty, a construction estimate and a monetary fund equal to 150% of the estimate. If you are not prepared to issue approval based on the horizontal band and conifer trees, I will take those steps outlined by Vernon in order to not delay the certificate of occupancy. I do so under protest and wish to take this to the BAR in the event that we cannot work out something that is mutually acceptable. I would greatly appreciate your immediate cooperation in seeing that the certificate of occupancy is not held up. Sincerely, Robert L. Wiley Managing Partner Mani gement Committe Minutes Todays Date of Next A / 1 li'odays Chair: A r Attending WL Co Date Meeting .�.. /_i a Time: Chairperson P -- Policy Date of Following Meeting ! Time: Chairperson Who When Time # Action Decision Responsible Due 14> P E'.ot ice' H t 69 4 .4-1w3<-- rr C Feo 17') To i- *A 1 CC '.1.,5>r?a . '( ' t.» cv up ► n" r f 0,E. . oc)8, . i / 1, (0 c 9. (:l'. (.0. 7 Pti-r' X to■,., ,1 el .c ', , `t .. 'Q 0 \2.. ti) k 'To 4 k c,r, NEE. 9 /lc vAL, c. ve�1le)t) i , \' IT emu.. .? N 'c,P,T )•1(0.E.. /! is _ ,k: e. v se.)-n " %4%L>i . fie))) G..) crilivel Dee,o(GtN)6 . ' -r ,b4 _q_ Kp .sp m W d-cerY ♦ -zw` Wei J, .,,,e).. _ le., E., -to g--e9c i'' ...rout.. To ¶).E-.2 S lcar 1\)c,‘& `I ALA -14 r6tA, °A /It . .— i6 611--, �mei L ' � • eDT 9 $ \. ...40c14\„, M cl Oc kk ._. �. .1% OQ vr % , rot 1. ts Q_jt.T'c ` V W`C a'. N t? / -� -- o -Imo . -/ --- - Management Committee Minutes Todays Date - - I i CO •,? 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CAY- l G.k'w O v7C:oiJt,/,(, (.•+I, , Ma e c;,q,c t 0 / 0 t,;. 4 )11.;ia c P.l .(x\ e.t,A..C>Y" .) h\ •C 10 1 7. e,C.) L3Lk 14 IL> (1 5 c,), 1 P) d °;, 'O ► i' t.1\S Ag. e a c . ' • t 'v1G«` 6t .-6)1x. -ri9 ` IVA CO( (.'i'4). kcit,Nk esrtaA cot-3- A ■ f' pJ / / Mani jement CommitLe Minutes Today's Date tO / 1 Today's Chair: H'( Attending 1 . r Al EMI Date of Next Meeting i Q / iA Time: 1,10 Chairperson E°{~[ P = Policy Date of Following Meeting / Time: Chairperson Who When Action Decision Responsible Due Pp -T S \4t? _ F7c,� W,_,_��v_/ l4. I=4 CA>Nuk, 0.14. (v 10 /l7 A fk` v v7U, NG-- C7 Peltit r , b11O ! 5 viu, , 4 u. ?.cahi 0 Cad-u4 QQO.,,.1c1" vl. Lt) . J k31 `i..)1° -^e ! u / 0 e!P,j1\. :..'( 4 Qllw Co -LOY). 1(. / 14) 'AC)'I,c 6v.1.uvi:,0 , l 'C -to (u.)ZU'r ro V' U/3 ut:, Are - L_ /lk. set E 1(.: f tlA (At.., . (,)1Y Q t.i` t ) 1 JD/ 14 5c, — Ct 4( It-i ri o !- . t'uOur QL)k1 to VC.;( c 1.V't v� �r / / 2053657504 Management Committee Minutes P. 10 Today's Date' I O / 14 V Todays Chair: _ "Y Attending I./GI tel W % W / f Date of Next Meeting to j 'L Time: Q 30 Chairperson NIPT P =. Policy Date of Following Meeting ‘0 I 2' Time: q'•9-' Chairperson PAT Who When Time # Action Decision Responsible Due • c) ti ua - .l v.ov >r E`d- ,)-tue. W to 6E; Meat 1 '. c canA ,Ktd-1 PAtat, '. rao. , i►.,P.r v 1 r Ill e I _ C� / '2 ! 12 grin 4., 0 e-C,AM1b 0 CeN/ 6) L,T ' C PrIAWC,U CHIT PA-% 42, P 41,60 At, ►, CQ rtxt, v , a4) v n..3 e, 4,- r u Pt.+C. t44-1, �� � tt ..�� ¢_ /2,t 0 Q\ A{,t K. 1V\\ 't Q4 (Ut1T14,.\ C.44A Kb S't, ( Wert-1.4 --Co C..6 w't L , !,,G-6.--0 (...64,Atm 1 t, 5F.N0 t.6 J ' .tt ;tit., (h)ti, , %■ No,), OA-D-(0 tke-T c't) ce. 5tkowtv- 1)0ILIL1 1,0r LI 0.7 t( `u> tm o 25 � 5 GLR3Mq�'1... 6tt. R , To ScSty- Vit.4h ,J . (0 16) I0 41 _ '9 ...* 5itt i4,1%.,a (Z f3I . i`t■.0 + C 3 . CarC'tX.. 1f" \1 .1tv..t\.1 w\ &, C.64: c t. q.,0/E5 -r , Pa, e2S-CIAI (o -17 (P1 Mt V? C1 (J1 C+6 ► N crt N S . . .. ___ ----- ____._. "__.T._. -net- & Assoc. I at es TURNER & ASSOCIATES 2• 657504 P.12 18420 24th Plaoe NE, Seattle, WA 93155 (206) 365 -7431 October 21,1994, Mr Vernon Umetsu Plans Examiner Dept. of Community Development l'ukwila,WA 98188 RE: Fidelity Associates Remodel Permit application 894 -0197 Dear Mr Vernon, The enclosed elevations show the revisions to the cornice detail and wall treatments reviewed in mock -up form by you last week on site. We will proceed withordering materials based on your verbal approval unless we we hear from you next week. Sincerely, Howard R. Turner, ALA end: revised drawing A3.1 cc: Fidelity Assoc,, North Coast Enterprises 1 Nc December 21, 1994 Mr. Howard Turner Turner & Associates 18420 24th Place, N.E. Seattle, WA 98155 NORTH COAST ELATE INCORP SUBJECT: Sears Homelife Store - Job No. 592 Dear Howard: In getting ready for a review of the proposed material to be used on project by City of Tukwila, I received a full size sample of the dr cornice from the stucco contractor, Superior Stucco. I have receiv of the metal siding that was to be used (not the right color), and I a sheet of expanded metal. . n the morning of_10/14/94, North Coast installed the samples of the inetai siding, and expanded metal on the roof beam of -grid line "P". ....w -,.,.,tea. �,�,- .�.,,.,....,..;. - Umeteue met :.,witk yo t.6 iook 74it., sampi s�a£.,;approx�fately'`,10.200am on ur dertanding.;tiiat:.he rejected he 'expanded' metal 'for ' the `. land approved thecornicedetail and the metal siding. f: Please call if you need any other information. Sincerely, Al Herring AH /mo cc: Robert Wiley •1 15029 BOTHELL WAY N.E. • SUITE 400 • SEATTLE, WA 96155 • P.O. BOX 25850 (206) RISES RATED the it a sample purchased cornice,a Vernon 0/14/941 AC screen/ 8223-01 NO•RT•HC•E292 KR 0 SEATTLE, WA 98126 6300 • FAX 381-1027 NERAL CONTRACTOR John WRants, Mayor Department of Community Development Rick Beeler, Director October .28, 1994 Howard Turner Turner and Associates. 18420 24th Place NE Seattle, ETA 98155, RE: B94 -0197 (Homelife) Revisions (10/21./94). Dear Howard: i have reviewed the proposed revisions for consistency. with the Tukwila Zoning Code and determine the following: 1. The second floor exterior galls on the east, west and north may be faced with a metal siding based on your assurance that it will have the site texture, color and reflectivity aS the first floor dryvit walls, and the "blind joints will not be visible. 2. The HVAC screen walls may ba faced with the same metal siding as the second floor wall based on 'the assurances in Item 1, S. The cornice detail revision is approved. These changes will now be reviewed for consistency with other City Codes (e.g., Building and Fire). Please not that they require further revisions to the plan details, and should be submitted as soon as possible to allow timely p1ans.ohecking. Sincerely, ernon Umetsu Associate Planner CC t Pace tLla:93 \fidl\bprvsn MOO Snathrantir RnulevRrd Suite #100 • Tukwila, Washlnstton 08188 • (206) 4313670 • Fax :180614311661 Cit;,' of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director December 21, 1994 Howard Turner Turner and Associates 18420 24th Place South Seattle, WA 98155 RE: B94 -0197 Homelife 2nd Story Wall Revision. Dear Howard, Pursuant to discussions with Rick Beeler yesterday, 1 understand the status of this project to be the following: 1. The Planning Division's opinion is that the corrugated metal siding on the second floor does not conform to the Board of Architectural Review (BAR) approved design (L93 -0083) or my letter of October 24, 1994. Such significant change requires BAR approval. 2. You are submitting information to demonstrate that the letter of October 28th and our previous meetings essentially approved using the corrugated metal siding. Rick Beeler will evaluate this information to determine what approvals were given, and if any such approval removes the need for further BAR review. 3. In order to facilitate a certificate of occupancy this month, you are preparing an alternative siding design treatment that achieves conformity with the Planning Division's understanding of the October 28th letter's provisions. If staff concurs, this design will be the basis for a developer's warranty, a construction estimate and monetary funds (e.g., assigned savings account or letter or credit) equal to 150% of the estimate. If BAR review is required, this amount will be adjusted to reflect the approved designs. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax: (206) 431,3665 Turner- & Associates (_ter 2063657504 P.16 B94 -0197: Homelife Mezzanine Wall, Revision December 21, 1994 Page 2 As we discussed earlier, I will be back in the office on January 9, 1995. Please feel free to contact me after that date if Y can be of further help. cc: Beeler tl.let94 \hm1f.1 0 FAX number PLEASE DELIVER NAME FIRM PAX NO. FROM: NAME THERE ARE • . ( NORIH COAST E1' INCORPOR -7027 DATE 12/22/94 TEI Sc I (206) 361 THE FOLLOWING Gar SUBJECT Class A Roofing PAGES TO: , . Cit of Tukwila Building Department - 431 -3665 - Rick H =rrin: 3 PAGES IN IRIS TRANSMISSION, INCLUDING THIS PAGE. -1 . 1 . . ■ . L. , TEXT OR COMMENTS: ' • , 111 \ • 1. Letter dated 12/22/94, on roofing specification from Acker • Roofing Company, Inc., as requested. • • yiL MMUI �I-OP • (2C ANC WOW ' • REM' IP YOU DO NOT RECEIVE 'ALL PAGES OR TEE COPT IS NOT LEGIBLE, PLI (206) 364 -5300 AS SOON AS POSSIBLE. C DE 15029 BOTHELL. WAY N.E. • SUITE 400 • P.O. BOX 25850 • SEATTLE, WA 98115 ' • .L S V O 0 H .L is[ O K �k ?K d O O Dig USES ATED Er) MEIN ) 364.5300 RTHC 292 KS CONTRACTOR Doc -22 -94 15:08 ACKER ROOFING CO. ACKE mamm A 206 481 -869 P.01— ACKER ROOFING COMPAN , INC. P.O. Box 69 Woodinville, Washington 98 2 (206) 486 -3968 December 22, 199 North Coast Enterprises, Inc. P. 0. Box 25850 Seattle, Washington 98125 Attention : Rick Herring Refbrence : Sears Homelife and Retail 402 Strander Blvd. Tukwila, Washington 98108 Subject : Roofing system; type and fire rating Gentlemen, As you requested, we are confirming that the roof we applied to the above ferenced building was applied per Malarkey Roofing Company Specification 40M4- ' (copy attached). This roof system consists of a 4 ply mineral surfaced roof applied over -19 rigid insulation applied over plywood roof decking. This roof system is U. L. Class .A fire rated (per manufacturer's specifics on sheet, attached). This roof will be warranted for a period of 10 years. Thank you for this opportunity to be of service. z0a Very Truly Yours, Acker Roofing Compan Inc, Kenneth M. Acker, Pre dent 12. 22. 94 0 111 f* Pot '.LAtH .L0VO0 H.L'lON* TnZa00 :'6'O 1'6 '2E 'ET • Doc -22 -94 15:09 ACKER ROOFING CO. M4- CONVENTIONAL M4-XMA 206 481-9697 P.02 4-5 Deck Type- Uninsulated Rating Slope In 12° flASE SHEET ATTACHMENT Depending on Deck Type Change Spec Number to Read• _. _.. See Gen. Req. err— Mech. Fast. Asphalt - Combuet./Nallable Wood N/A NIA Structural Concrete A 2" C.7 X M4- CIJ- XHA•H' Lightweight Concrete N/A N/A - Metal WA N/A Structural Wood Fiber N/A N/A Gypsum N/A N/A Precast Siaba N/A WA .Deck Type- Insulated Rating Slope In 12" Insulation Attachment See Gen. Req. Roofing Attachment to Insulation Depending on Deck Type Change Spec Number to Read' Combuat,/Naltable Wood Structural Concrete Hot Asphalt Lightweight Concrete Hot Asphalt M4- WI•XHA -H M4- CI•XHA•H M4•LI -XHA•H Metal Structural Wood Fiber Gypsum Precast Slabs F.8 F.6 F.4; F.7 Hot Asphalt Hot Asphalt Hot Asphalt Hot Asphalt M4•Mt•XHA -H M4•SI•XHA-N M4- 01-XHA -H M4•PI -XHA•H sr o -I. 2 for tae Req Refer to' b 11 for Products end Mandated Materials Information. Refer to Tab 6 tor Execution Spodtications. Refer to Tab 7 for Flashing Details. • Change last amulet' (M.Hot Asphalt): U3E56 Hot Aachen The same material must be used to attach the membrane to Ipsulatlon. manta - esponsr- .es, quality contra re on, er gene . to E 0 d 12. 22. 94 03 :11 PM P02 'ZH3 .Lt9VO0 H.Y.tION* In a 0 'fi'O fr6 'S T CITY OF TUKWILA Id: MISC120 Keyword: UACT User: 1684 12/19/94 Comments regarding an Activity BUILDING PERMIT Permit No: B94 -0197 Tenant: HOMELIFE FURNITURE STORE Status: ISSUED Address: 402 STRANDER BL Line User Id Text 12 1684 10/14/94 -Field reviewed proposed BAR design modifications 13 1684 and determined that the proposed mesh HVAC screen is not 14 1684 acceptable (see BP conditions). The HVAC screen and mezza- 15 1684 nine wall may be a smooth metal, plywood backed material 16 1684 which has the same color and reflectivity as the BAR aprvd 17 1684 dryvit, as proposed by the applicant. No standing metal 18 1684 seams alwd, but a 1/2 inch raised seam @ joints prob. OK. 19 1684 The modified cornice is anticipated to be approved. All 20 1684 modifications shall be presented on revisions sheets to the 21 1684 building permit and shall be the basis for a final approval 22 1684 or denial. VU 23 1672 REVISIONS SUBMITTED 10 -24 -94 BY HOWARD TURNER VIA MAIL OF Enter Option: A =Add, C= Change, D= Delete, I= Inspect Up /Down = Select, PgUp /PgDn(F2) =Page, F3 =First 12, ESC =Exit CITY OF TUKWILA Id: MISC120 Keyword: UACT User: 1684 12/19/94 Comments regarding an Activity BUILDING PERMIT Permit No: B94 -0197 Tenant: HOMELIFE FURNITURE STORE Status: ISSUED Address: 402 STRANDER BL Line User Id Text 23 1672 REVISIONS SUBMITTED 10 -24 -94 BY HOWARD TURNER VIA MAIL OF 24 1672 ELEVATIONS. ROUTED TO VERNON UMETSU. SAO 25 1684 10/28/94 - -Ping. approved revisions of 10/21 per ltr conds. 6 1684 Discussed conds. & further data req. w /arch on 10/27. VU 1684 12/16/94: Reviewed construction from the north to establish 28 1684 if proposed 2nd story wall materials match BAR approval and 29 1684 conditional approval to try a metal option. Left mess. w/ 30 1684 Turner that the 2nd story wall looks like a metal warehouse 31 1684 wall and doesn't satisfy BAR or conditional approval ltr. 32 1684 criteria. Asked Turner to call by 10/21, noting that I'd be 33 1684 out of office after that. Briefed John J. VU 34 1684 12/16: Talked w/ HT about my concerns. He also could see Enter Option: A =Add, C= Change, D= Delete, I= Inspect Up /Down = Select, PgUp /PgDn(F2) =Page, F3 =First 12, ESC =Exit CITY OF TUKWILA Department of Community Development FAX TRANSMITTAL FAX NUMBER: (206) 431-3665 2/ TO: DATE: / a_. 7i ? (P+ • e-ci MO) kit(02.. TITLE: FROM: VeAtevo Al (...),te 6- 7-1 COMPANY: TITLE: DEPARTMENT: DEPARTMENT: FAX NO. CALLED: 4:tve.,40/eVeN,MeNieeeNefeti • NUMBER OF PAGES TRANSMITTED, INCL. THIS COVER SHEET: SENT BY (INITIALS): t C-* "";WMW44,A?4;:".:i;WAMaktiMMAWieti,iik:g4iik'<iP' SUBJECT: flo/k.ieZ 1:-C-r COMMENTS/MESSAGE: 1 CO ft./A stsrq 7- fag C°A-7) 2. "7-A- ° Coil ( "r( orol- All) r4-6 NiVe.Vee.‘eeMteGiee.iii4e74,./efeeiSAnKiNseeYeN4•K‘Wwefe*MS.iiii•Yee.4 VeWeYeNi4. Ne• Siv.ve.0 •ee.se.ge.see;Lvee IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila WA 98188 'reekeeenIrS 7e.7% TAA.v.v.Veidefe.seote.fehaeme.i..V.sinraeaiee2.Yeee.V..144 Office: (206) 431-3670 06/01/92 '' . City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, D ire o 1908 October 28, 1994 Howard Turner Turner and Associates 18420 24th Place NE Seattle, WA 98155 RE: B94 -0197 (Homelife) Revisions (10/21/94). Dear Howard: 1 have reviewed the proposed revisions for consistency with the. Tukwila Zoning Code and determine the following: 1. The second floor exterior walls on the east, west and north may be faced with a metal siding based on your assurance that it will have the same texture, color and reflectivity as the first floor dryvit walls, and the "blind joints" will not be visible. 2. The HVAC screen walls may be faced with the same metal siding as the second floor wall based on the assurances in Item 1. 3. The cornice detail revision is approved. These changes will now be reviewed for consistency with other City Codes (e.g., Building and Fire). Please note that they require further revisions to the plan details, and should be submitted as soon as possible to allow timely plans checking. Sincerely, 4,?5;t:-- ernon Umetsu Associate Planner cc: Pace file:93 \fidl \bprven 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (2061431.3670 • Fax: (206) 431 -3M City of Tukwila John W Rants, Mayor Department of Community Development Rick Beeler, Director October 4, 1994 Mr. Howard Turner Turner & Associates 18420 - 24th Place NE Seattle, WA 98155 Re: Recycling of the project. Building Pe Dear Mr. Turner: ywood roof sheat # B94 -0197 ng and glu -lam beams for Fidelity/Homelife We have reviewed the study by your expert wood technologist and the letter from the structural engineer of record. Based upon this information, we have no objection to the re -use of the plywood roof sheathing and the glu -lam beams that were salvaged from that portion of the building that was demolished. The structural engineer has stated that the nailing pattern of the roof sheathing should be adjusted to avoid nailing into the existing nail holes. To insure that this structural requirement is met, a special inspector shall be employed to do the roof sheathing nailing and shear wall nailing inspections, for the all plywood sheathing that is to be re -used. If you have any questions please feel free to call this office. Sincerely, Building 'vision Ro =rt Benedict:, Plans Examiner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Turner & Assoc TURNER & ASSOCIATES fates 2063657504 P.01 September 28, 1994, Mr Bob Benedicto Plans Examiner Dept. of Community Development Tukwila,WA 98188 RE: Fidelity Associates Remodel Permit application B94 -0197 Dear Bob, 18420 24th Placc NE, Scottie, WA 98155 (206) 365 -7431 Post -it'" brand fax transmittal memo 767110 or Imes ■ To r2,.w?) ME CicQ Co. Dept. From Co. Fat 0 Attached are a letter from the project structural engineer and a study by an expert Wood Technologist. Please review this with Duane and get back to me with any comments. Sincerely, Howard R. Turner, AIA encl :9/16/94 Evaluation report, RSP Ietter 9/23/94 cc: Fidelity Assoc., North Coast Enterprises RECEIVED SP28 DEV LQPMeNY Turner & Associates ■ R A T T I SWENSON P E R B I X September 23, 1994 Howard Turner Turner & Associates 18420 24th PL N.E. Seattle, WA 98155 Dear Howard: RE: Fidelity/Homelife 2063657504 P.02 We have reviewed the report by Kingsley D. Drake, P.E. dated September 16, 1994 regarding the existing plywood and glue - laminated beams. Based on the report, we have no objection to the reuse of the materials. We suggest the plywood be used as roof sheathing for the upper roof only and for wall sheathing. The nailing pattern should be adjusted as required to avoid the existing nail holes without exceeding the spacing specified in the drawings. Sincerely, RATTI SWENSON PERBIX Consulting Engineers Paul A. Paget An liQti Jolernulionai Company 1411 4th Avenue Building. Suitt 500 Scuttle, Wahhington 98101 Phonc 206424.8687, Fax 20,624.82( 8 Report of: Project: Client: Report To: Turner & Associates 2063657504 KINGSLEY D. DRAKE, PE Consulting Engineer 12405 56th Pi. W Mukllteo, WA 98275 208 - 348 -0517 Job Nos x.05 September 16, 1994 Evaluation of used plywood and structural glued laminated members. Sears Home Life and Computer Center 402 Strander Blvd Tukwilla, WA Fidelity associates 4211 Holly Lane Mercer Island, WA 98040 Fidelity Associates (1) Turner and Associates (2) North Coast Enterprises (1) P.03 On September 9 & 16, 1994 Kingsley D. Drake, PE (Wood Technologist) visited subject project for the purpose of evaluating Plywood and structural glued laminated members removed from the original building. The original structure was a warehouse reported to have been constructed in 1965. Following are the results of the investigation. PLYWOOD Approximately 600 sheets of 5/8" - 5 ply plywood had been removed from the structure and were piled in stacks around the building site. Nails had been removed from approximately 20* of the panels. A random selection of approximately 150 panels indicated that the panels were grademarked by the Douglas Fir Plywood Association (DFPA). The DFPA is currently known as the American Plywood Association (APA) . The panels were marked as follows: Long Bell Mill # 90 Plyscord Struc -Int C -D Douglas Fir CS 45 -60 Exterior Glue DFPA Tented Quality Turner & Associates Fidelity Associates Page 2 2063657504 P.04 See appendix A for facsimile of DFPA gradestamp. The DFPA grade mark is evidence that the plywood conformed to the appropriate standard when it was manufactured. The current U.S. product standard for construction and industrial plywood is PS 1 -83. See appendix B for transition from Commercial Standard CS 45 -60 to Product Standard ps 1 -83. In order to evaluate the plywood in its present condition it was decided to verify conformance with PS 1 -83. Para A4.5.4 Glue bond quality reinspection Twenty panels were selected at random and sent to Pittsburgh Testing Laboratory for adhesive bond tests. Panels exceeded the minimum requirements for C -D Interior with exterior glue. See appendix C for complete test results. Para A4.5.2 Panel grade reinspection Twenty percent of the lot (120 panels) were selected at random and visually inspected for the grade of face and back veneers. Inspection indicated conformance with the requirements for C -D interior with exterior glue. Based on the foregoing glue bond test and visual grading the lot of panels in question meet the minimum requirements of PS 1 -83 for C -D Interior with exterior glue, and are suitable for reuse. When reusing the panels nailing patterns must be established which will avoid existing nail holes. In addition any panels that were damaged during removal must be discarded or have the damaged portion removed. STRUCTURAL GLUED LAMINATED MEMBERS Approximately 15 columns and 20 beams had been removed from the existing structure and were stacked around the site. Tags on the members indicated they had been manufactured by American Fabricators Inc - Bellingham WA. Job # 8034 and glue "C" was also noted on the tags. Turner & Associates 2063657504 P.05 Fidelity Associates Page 3 The manufacturers tag noting glue "C" probably refers to casein glue which is a "Dry Use" type of adhesive. Members glued with Dry Use adhesives should be stored under cover until incorporated into the structure. Two members were noted laying on the ground adjacent to a footing excavation in the center of the building. These members should be stacked off the ground prior to covering. All other members need to be covered in a manner that will allow adequate ventilation. The members were also grade marked by the American Institute of Timber Construction (AITC). AITC P -152 or P157 CS 253 -63 Commercial Standard CS 253 -63 was the applicable standard for Glued Laminated Timber when the members in question were manufactured. The members in question were visually inspected for decay and delamination, hammer tested for soundness, and checked with a moisture meter for moisture content. No testing for adhesive quality was performed. Based on the foregoing visual examination the members appear to be sound with no evidence of decay, delamination, or excessive moisture content. Respectfully submitted, Ki .y sleyi D. rake, PE Turner & Associates 2063657504 P.06 A pp e,,i c /x A A P A The Engineered Wood Association September 14, 1994 Mr. Kingsley Drake 12405 55th Place West Mukilteo, Washington 98275 Dear Mr. Drake: As requested, enclosed are typical DFPA trademark facsimiles as issued for C -D plywood per Plywood Commercial Standard CS45 -60. Let us know if we can be of any further assistance. Sincerely, Hardie Eubanks Trademark & Training Coordinator Quality Services Division Enc. 7011 S. 19th Sc. • P.O. Dux 11700 • Tacoma, WA 98411.0700 Phenc (206) 565.4600 • r (105) 565 -7265 Turner & Associates PLVSCORD I€'oo STRUC: INT C -D P# ; DOUGLAS FIR , OPP® ''`. rsT 4 , CS 45 -60 :111/411!�� • EXTERIOR GLUE �, /%+ ,.4P," 2063657504 PLYSCORD 20 STRUC: INT C -D "f DOUGLAS FIR I�I:I, �''rsT� CS 45 -60 ;,r1 /4 /,���yj ∎ .�•♦ • AP.07 ppeNdrx. A STRUC.—INT 00 C IM D � DOUGLAS FIR hie, � SPECIAL ��. IIIIHOU r PAP % uuu PL A ♦ 0 •dirt Turner & Associates 2063657504 7. EFFECTIVE DATE The effective date of this Standard Is December 30, 1983. The authority to refer to the superseded stan- dard, PS 1.74, Construction and Industrial Plywood, as a voluntary standard developed under the Depart- ment of Commerce procedures is terminated as of April 30, 1984. As of the effective date, reference to PS 1-83 may be made In contracts, codes, adver- tising, invoices, product labels, and the like, but no product may be advertised or represented in any manner which would imply or tend to imply approval or endorsement of that product by the National Bu- reau of Standards, the Department of Commerce, or by the Federal Government. 8. HISTORY OF PROJECT On October 1, 1965, the American Plywood Assoc- iation submitted to the National Bureau of Standards a draft of a proposed Commercial Standard for soft- wood plywood together with a request that it be pro- cessed as a revision and consolidation of Commer- cial Standards CS45.60, "Douglas Fir Plyvvood," CS122.60, "Western Softwood Plywood," and CS259.63, "Southern Pine Plywood." On December 16, 1965, procedures for the development of Volun- tary Product Standards were published in final form and this Standard became the first Voluntary Product Standard to be processed under the new procedures. The proposal was reviewed by the National Bureau of Standards, the Forest Products Laboratory in Madison, Wisconsin, and by other Federal agencies with a prime interest in the product. Acceptances were received from producers of 85 per- cent of the production of softwood plywood, from many distributors, specifiers, architects, home builders, contractors, component and container manufacturers, as well as from State and Federal governmental agencies. The acceptances were con- sidered to represent a satisfactory consensus, and there were no outstanding substantive objections deemed valid by the Bureau. Accordingly, the suc- cessful established of Product Standard PS1.66, "Softwood Plywood, Construction and Industrial," was announced on October 18, 1966, to become ef- fective for new production on November 1, 1966. Commercial Standards CS45 -60, CS122 -60 and CS259.63 were superseded by PS1 -66 in December, 1966. in April 1972, the APA requested that the National Bureau of Standards Initiate a revision of PS 1.66 38 P. 08 underthe "Procedures for the Development of Volun- tary Product Standards." A proposed revision was submitted to the Standing Committee in September 1973; the response from the Standing Committee in- dicated that certain changes to the standard were necessary. A proposal was approved by the Standing Commit- tee in March 1974. The recommended revision was then circulated for acceptance in May 1974. The re- sponse to this circulation Indicated consensus among producers, distributors, and users in accor- dance with the published procedures. The revised Standard was designated Voluntary Product Standard PS1.74, "Construction and In- dustrial Plywood," and became effective on August 1, 1974. Current edition In February 1982, the APA requested the initiation of a revision of PS 1 -74 under the revised "Procedures for the Development of Voluntary Product Standard." A proposed revision was submitted to the Standing Committee in January 1983. After several minor changes, the proposed standard was approved by the Standing Committee in March 1983. The recom- mended version was circulated for acceptance in April 1983, and changes were circulated in October 1983. The response to the circulation indicated a consensus among producers, distributors, and users In accordance with the published procedures. The Standard was designated Voluntary Product Standard PS 1 -83 "Construction and Industrial Ply- wood, and became effective on December 30, 1983. 9. STANDING COMMITTEE A Standing Committee has been appointed to assist in keeping this Voluntary Product Standard up to date In accordance with the published procedures. The names of the members of the committee are available from the Office of Product Standards Policy, National Bureau of Standards, Washington, D.C. 20234, which serves as the secretariat of the committee. Turner & Assoc f at. es 2063657504 P.09 ArtrerJba. C Professional Service Industries, Inc. Pittsburgh Testing Laboratory Division LYWOOD ADHESIVE BOND TEST REPORT ____' ?,.•• •� iv; ' 4) Q , yr'°�,16 •�,•?; Awa,A' ��r° �<.r�'' "" 1992 "�',tj EFUS)(� 46061 �_y f. ' °' 1 ' 09/14/94, 9/15/94 KINGSLEY D. DRAKE, P.E. �� a_ 6/8 CD 6 PLY ,gip • INTERIOR WITH EXTERIOR GLUE Q.,, ,y�_.,„ '"" t a` vi % , _ �.1;i., 12405 55TH PLACE WEST ':, ✓� 1a MUKILTEO WA 98275 ' �, • fig ! '$ fis: �; DOUGLAS FIR I.t M ::F ✓� s 1 - • . i' y✓ .,•. r ���E�°r,'��;1ib'i�e 7..., ?� 'Y 1' , °Q•, �.. ':. :7r,• T:•.`F, :�+�)(1` .iY' 1 , ?1? .,0. ..,...raa r:. •f k�? %:.x,{.i'y. "s=t .Pgl�(tif -•''� ' � : °_pCy. t. .'i�`' V;:kt.'' id D" '..... �"'!:d ': ,, . 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A �E eyy a wi .i' wY,.�;' .n!'. 7%,+,5 ;ki ..(•�i:.:_'..,n• Pi�i �t ' a�: �i +a�,y $ c :061,4 T x LA REMARKS: SAMPLES EXCEED MINIMUM I QUIREMENTS F PS 1 -83. EVALUATED BY: RANDY WEBB • l7AT� GLUED WAS NOT AVAILABLE. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Pittsburgh Testing Laboratory, Div. Forest Products 545 Conger Street • Eugene, OR 97402 • Phone: 503/484 -9212 • Fax: 503/344 -2735 • R A T T I SWENSON P E R B I X ■ September 23, 1994 Howard Turner Turner & Associates 18420 24th Pl. N.E. Seattle, WA 98155 Dear Howard: RE: Fidelity/Homelife We have reviewed the report by Kingsley D. Drake, P.E. dated September 16, 1994 regarding the existing plywood and glue - laminated beams. Based on the report, we have no objection to the reuse of the materials. We suggest the plywood be used as roof sheathing for the upper roof only and for wall sheathing. The nailing pattern should be adjusted as required to avoid the existing nail holes without exceeding the spacing specified in the drawings. Sincerely, RATTI SWENSON PERBIX Consulting Engineers Paul A. Faget An 13Q13 International Company 1411 4th Avenue Building, Suite 500 Seattle, Washington 98101 Phone 206.624.8687, Fax 206.624.8268 DATE CITY OF TUKWILA 6300 SOUTHCENTER' BOULEVARD TUKWILA, WA 98188 * * REVIS! N SUB 1TTAL * * PROJECT NAMEC�,I'.( / JC RECEIVED CITY OF TUKWILA AUG 2 5 1994 PERMIT CENTER ADDRESS 1-0 S (', A(7) 6 ` c 6 CONTACT PERSON /UCAJA72 ?j ( () fp A76ge PHONE ARCHITECT OR ENGINEER (C..% is �- Dom+ sC'�I! Z4.. PLAN CHECKJPERMIT NUMBER 13794- -40gi 0 / < 7 TYPE OF REVISION: /2C,1! / CGS (-i`I-Ar%aS /i-Per Ceic l S 1flr� 7:51- SHEET NUMBER(S) 13'/1-R_ 5- ) L- d- 1-- 3 "Cloud" or highlight all areas of revisions and date revisions. SUBMIT 1'ED TO: LZA(W (%4' & 7J TO: City of Tukwila John W. Rants, Mayor Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER FROM: PUBLIC WORKS ENGINEERINW DATE: AUGUST 19, 1994 SUBJECT: Homelife 402 Strander Boulevard #PRE93 -021 Contact :Howard Turner Phone:365 -7431 Activity Nos. PW94 -0094 thru 0102 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 19, 1994: Fire Loop /Hydrant $ 25.00 Hauling (Bond,Cert.of Ins.,Route Map) 25.00 Land Altering 156.00 Landscape Irrigation 25.00 Sanitary Side Sewer 240.00 Storm Drainage 25.00 Street Use 25.00 Water Meter /Permanent, 1" 325.00 Curb Cut /Access 25.00 TOTAL $ 871.00 Two copies of the confirmed Utility Permit Application Form and approved plans are attached for inclusion in the permit files. Attachments a/s cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) 6300 So outhcertter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 43,3-0179 • Fax (206) 4313665 • R 0 B E R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS August 18, 1994 A PROFESSIONAL 1000 NORTON BUILDING 116 S0IJ II IIOTEL STREET SERVICES 801 SECOND AVENUE SUITE 202C CORPORATION SEATTLE, WASHINGTON 08104 I10NOLULU, IIAWAII 00813 TELEPIIONE: (206) 621-1803 TELEPIIONE.:(808)533 -6600 FAX: (206) 621 -0740 FAA: (808) 545-2200 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Attention: Duane Griffin Reference: 94 -T- 06/94102 -06 (Homelife) Dear Mr. Griffin: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Please note that the engineer of record, Mr. Paul Faget of Ratti Swenson Perbix has submitted a letter dated August 11, 1994, that indicates that he does not consider snow drift to be applicable to this project. Per the memorandum from your office dated August 17, 1994, we understand this to be an acceptable policy for the City of Tukwila. We have no additional comments. Enclosed are the drawings, calculations, and soils report for your use. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crys al Kolke CK /jw:4 Enclosure cc: Howard Turner Turner & Associates, Architects 18420 - 24th Place NE Seattle, WA 98155 RECEIVED AUB 19 igs COMMUNITY DEVELOPMENT R O B E R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS August 3, 1994 A PROFESSIONAL 1000 NORTON BUILDING 116 SOLTII HOTEL STREET SERVICES 801 SECOND AVENUE SUITE 202C CORPORATION SEA'ITLE, WASHINGTON 98104 HONOLULU, HAWAII 96013 TELEPHONE: (200) 621 -1003 TELEPIIONE: 1808) 533.0699 FAX: 12061 621.9740 FAX: (808) 545-2200 R EC IE pv t,- At 4'1994 COIVI 4 . • DEVELOPrvi�iv'i City of Tukwila 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 Attention: Duane Griffin Reference: 94 -T- 06/94102 -06 (Homelife) Dear Mr. Griffin: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow: 1. We have researched the acceptability of using plywood sheathing on metal stud shear walls and have made several determinations. There was reference to ICBO Research Report 2392P; this report was cancelled and is no longer recognized by Angeles Metals. Jeff Ohmstedt of Angeles Metals indicated that he recommends gage metal cross - bracing straps or plywood sheathing per the recommendations of the American Plywood Association (APA). We have reviewed Research Report 154 "Structural Panel Shear Walls" and discussed its findings with Ken Andreason of APA. This report analyzes the use of plywood and OSB sheathing on 14 -18 ga. metal studs using various fastener sizes and spacings. The majority of the tests resulted in buck- ling of the studs. This report is preliminary and APA has no intention of gaining ICBO approval for this system since it involves metal studs, a product they are not experienced or associated with. The report makes it clear that there are still elements that need to be designed by the engi- neer and states that further tests are necessary to refine the method of determining the capacity of the system. Considering this information, it would not be acceptable to recognize the design shear values published in this report. We have discussed this issue with several other local jurisdictions and have not found the APA Research Report 154 to be widely accepted; however, most jurisdictions accept ICBO approved documentation. If approved docu- mentation is not available, the engineer must carefully design the system to be used utilizing principles of mechanics as permitted in Section 2513(c). 94- T- 06/94102 -06 (Homelife) August 3, 1994 Page 2 Provide complete calculations showing the lateral force on these metal stud shear walls, evaluate each element in the shear panel and the connections between elements. Evaluate the capacity of fasteners through the sheathing and calculate necessary spacing. Boundary elements should be designed to resist all applicable forces. Determine how the wall system will resist overturning forces. Drawings should be updated to reflect design results, load paths should be clear, and calculations should be thorough. 2. The Architectural Detail 1 /A4.1 should be updated to reflect the actual construction of the east canopy to coordinate with the structural details. 3. The drawings and calculations still do not show complete information at the east and west canopies. Provide the following information for our review: Regarding the West Canopy a. At the pony wall along Grid 7, clarify support at the roof between trusses to assure that shear forces are adequately transferred into the roof diaphragm. Explain and provide calculations as necessary to address what happens to these forces once they are applied at a concentrated location at the roof. b. The calculations show that the 4 x 10 members and the 2 x 4 pony walls in the north /south direction transfer lateral forces from the high canopy roof to the main roof diaphragm. The 4 x 10's are acting as drag struts and should be connected adequately to the pony walls. Regarding the East Canopy c. The calculations submitted show the design wind pressure used for the lateral design; however, it is not clear how the shear forces shown at the false roof, high roof, and floor levels were calculated. Please clarify so that we can verify the methodology used - forces appear low at some locations. d. Clarify sheathing and nailing at 2 x 4 pony walls. Do the notes in Section 13/S6 apply? Clarify all connections. e. A section cut should be provided at the 2 x 4 pony walls at the high roof to show how lateral forces are resolved at the main roof diaphragm. Also, refer to item 3b for a similar comment at the 4 x 14 members. f. For forces at the high roof level, the calculations indicate that the main roof diaphragm is continuous with the canopy sheathing. Clarify load path of lateral forces in both the north /south and east /west directions at the steps in the roof; see 2/S6. Detail all necessary connections to clarify the drawings. 94 -T- 06/94102 -06 (Homelife) August 3, 1994 Page 3 g. For forces at the floor level, the calculations indicate that the soffit is continuous with the floor. Neither the structural or architectural drawings show the elevation of the soffit framing; however, Section 1 /A4.1 shows a small step along Grid 8. Analyze any effects of bending of the metal studs. Also, indicate how shear forces are transferred from the soffit into the floor diaphragm. Consider effects of the large floor opening between Grids C and D and 5.2 and 8. Analysis should be specific and drawings completed to show the necessary detailing. 4. The appendices of the UBC are not considered as part of the Code unless specifically adopted by the jurisdiction. The City of Tukwila has not adopted Appendix Chapter 23 and recommends, as we have previously indi- cated, that calculations be provided evaluating snow drift per the para- meters established in Snow Load Analysis for Washington published by Structural Engineers Association of Washington. 5. Where floor sheathing is nailed at 21" o.c., nails must be staggered per footnote 2 of Table No. 25 -J -1. Drag struts occur in the middle of the floor diaphragm (along Grids B and C, for example). Nailing could occur at adjoining panel edges along these drag struts, therefore, nails would be required to be staggered. 6. Detail 3/S6; clarify adequacy of chord member at the floor diaphragm. We understand that a continuous steel ledger angle is provided at the low roof; chord forces must be resolved at the floor level also. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calcula- tions, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cry al Kolke CK /jw:3 cc: Howard Turner Turner & Associates, Architects 18420 - 24th Place NE Seattle, WA 98155 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITT DATE PROJECT NAME ADDRESS 40 -- 71 i A- 0A4c`1� 1�) L CONTACT PERSON `--1)- -ts-v Y rY& J I, {, 4E - PHONE 31a -- 7'1 J ) ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 13 q` o/ `% 7 TYPE OF REVISION: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITn D TO: 73,--bb CITY OF TUKWIlA J U l 2 7 1994 PERMIT CENTER TURNER & ASSOCIATES 18420 24th Place NE, Seattle, WA 98155 (206) 365 -7431 July 25,1994, Mr Bob Benedicto Plans Examiner Dept. of Community Development Tukwila, WA 98188 RE: Fidelity Associates Remodel Dear Mr Benedicto, As we discussed this week on the telephone, this letter is a response to yours of July 7, 1994 concerning your initial plan review comments. My responses are numbered to match your comments for convenience. A separate letter as requested is attached pertaining to item 1, and an addendum to the soils report is attached as well. /The revised Partition Type 4 and detail 2 on sheet A5,3 show a 2 -hour rated furring wall in conjunction with the concrete wall. The assembly, including the joints, equal a 4 -hour assembly. The parapet construction above the concrete panel is fully grouted CMU, an assembly rated as 4 hours as well. Wall section 2 and new detail 2A on sheet A4.2 have been revised to leave the CMU exposed for its upper 18" except for its metal coping. These two materials are noncombustible, conforming to Sec. 1712. ✓Likewise, Wall section 3 on sheet A4.2 has been revised to leave the concrete panel exposed for it's upper 18" except for it's metal coping. v1 to 5.7 has been deleted altogether. 3A recent title report and some documentation from the lot consolidation process identifying the recording number of the lot consolidation is attached. /The entire North wall is more than 5' from the propertyline, qualifying it to be reduced to a 2 -hour rating per the code analysis dated May 23, 1994 and the submittals. The actual surveyed distances are shown on the survey, and a cautionary note requiring that any new construction be kept more than 5' from the propertyline has been added to the floor plan sheet A2.1. RECF1vPp CITY OF TUKWILA JUL 2 7 iltq4 PERMIT CENTER 7 . The HVAC screen has been designed and coordinated with the structural drawing. The coonstruction will be non - combustible. 6. Upon receiving your comments, I forwarded them to the General Contractor for action. The mechanical and electrical subcontractors are responsible for these calculations. In case they have not been directly in touch with you, I am enclosing their correspondances to me. If there are any problems, give them or me a call. Our names and telephone numbers are on sheet A0.1. Thank you in advance for your cooperation. Revisions to structural have been submitted to your consultant, and those drawings have been included in this submittal for reference. Revised M,P, & E drawings are included in this submittal as well. We are hoping to have a permit in hand by August 1, and are available to answer any additional questions at any time to help accomplish this. Sincerely, ko?x-L Howard R. Turner, AIA encl: revised drawings, UBC sec 105 letter, energy code calculations cc: Fidelity Assoc. .-... .,+,n.a�,n,.x: .<- au��r::x:,.v.r,,•- a;:aiPa r....3 rest trv,It4:m!p.1,491 =4 :Inipw c TURNER & ASSOCIATES 18420 24t1i Place NE, Seattle, WA 98155 (206) 365 -7431 July 25,1994, Mr Bob Benedicto Plans Examiner Dept. of Community Development Tukwila,WA 98188 RE: Fidelity Associates Remodel Permit application B94 -0197 Dear Mr Benedicto, The enclosed plans for the above referenced project show a 4 -hour separation assembly which is not specifiacaly referenced in the UBC because the situation is somewhat unusual. An existing concrete panel, whose fire resistive characteristics is identified in Table 43 -B, item 6- 1.1, is being added onto to with a gypsum board frame wall, whose fire resistive charateristics are shown in the Fire Resistance Design Manual by the Gypsum Association, to attain the desired rating. The wall in question is shown in section 2 on sheet A4.2 and in detail 2/A5.3. The wall assembly, the attached pilaster, and the joint condition between the panels are shown on the drawings in sufficient detail to inform the contractor of our design intent. A catalogue cut of the proposed caulking for the joints is attached for your files. Per UBC Section 105, this letter is to request that this combination of assemblies be accepted as an equivalent of a 4 hour rating, It is my opinion that this will accomplish an area separation. Sincerely, -\p,k35J6\67-k,, Howard R. Turner, AIA encl: revised drawings, caulking info cc: Fidelity Assoc., North Coast Enterprises RUiCCIVED CITY OF TUKWILA JUL 27 994 PERMIT CENTER ELECTROMATIC REFRIGERATION Co+ AIR CONDITIONING Sb CC 1940 July 15, 1994 North Coast Enterprises, Inc. P.O. Box 25850 Seattle, Wa 98125 ATTN: Al Herring RE: Homelife Bldg. Per City of Tukwila's Correction Letter, dated July 7, 1994, we at Electromatic Sales & Service, had responded to question number six (6) and all mechanical system questions with the following responses: 6. Enclosed you will find an exact duplicate of the build- ing envelope calculations that we had resubmitted. The May 23, 1994 cover letter that we had provided pre- viously had been misplaced by the City of Tukwila and therefore we were forced to abide by the 1994 Energy Code Tables. Mechanical System: I. These were once again provided. II. We noted this comment on our drawings and had always intended to provide. III. This, too, was added to the drawings and again had been intended to provide. IV. As Above. V. As Above. VI. As Above. VII. This was also noted on drawings. All of the above had been corrected, in person, on July 12, 1994, at the City of Tukwila and was verbally told to us by Senior Plans Examiner, Robert Benedicto, that the answers and material that was provided would be sufficient. If you have any questions, or require additional information, please feel free to give me a call. Sincerely, ELECTROMATIC SALES & SERVICE, INC. RECEIVED CITY OF TUKWILA JUL 2 Shaun Clancy PERMIT CENTER ELECTROMATIC SALES AND SERVICE, INC. 800 MERCER STREET SEATTLE, WA 98109 (208) 624.3370 WASHINGTON CONTRACTORS LIC. i/EL•EC•TI• *233NE 't: ELECTR.)MATIC SALES & SVC 800 MERCER STREET -SEATTLE, WA 98109 QUICK COMMERCIAL HVAC LOADS PROGRAM CLIMATE DATA: DESIGN MONTH AUGUST JUNE JULY SEPTEMBER JANUARY FEBRUARY WINTER OUTDOOR DRY BULB OUTDOOR WET BULB PROJECT: CLIENT: DATE: DESIGNER: INDOOR INDOOR REL.HUM DRY BULB 86 68 50% 75 84 66 50% 75 88 69 50% 75 80 65 50% 75 54 48 50% 70 59 50 50% 70 21 0 50% 70 GENERAL PROJECT INFORMATION: PROJECT FILE NAME: PROJECT LOCATION: BAROMETRIC PRESSURE: ALTITUDE: NORTH LATITUDE: MEAN DAILY TEMPERATURE RANGE: ATMOSPHERIC CLEARNESS FACTOR: GROUND REFLECTANCE: STARTING TIME FOR HVAC LOAD CALCULATIONS: ENDING TIME FOR HVAC LOAD CALCULATIONS: FLOOR HEAT LOSS COEFFICIENT: NUMBER OF UNIQUE ZONES IN THIS PROJECT: BUILDING DEFAULT VALUES: CALCULATIONS PERFORMED: LIGHTING REQUIREMENTS: EQUIPMENT REQUIREMENTS: PEOPLE SENSIBLE LOAD MULTIPLIER: PEOPLE LATENT LOAD MULTIPLIER: ZONE SENSIBLE SAFETY FACTOR: ZONE LATENT SAFETY FACTOR: ZONE HEATING SAFETY FACTOR: PEOPLE DIVERSITY FACTOR: SEARS HOMELIFE NIC 02/17/94 GRAINS DIFF. 9.61 2.57 11.70 4.02 -14.58 -15.42 0.00 A:H0MELI2N TUKWILA 29.491 IN.HG. 400 FEET 47 DEGREES 26 DEG.F 1 20 PERCENT 7 AM 10 PM 0 BTUH /FT -F 4 BRYAN RIPLEY IN /OUTDOOR CORRECTION -9 - 11 -7 - 15 -36 -31 BOTH HEATING AND COOLING LOADS 4.50 WATTS PER SQUARE FOOT 0.00 WATTS PER SQUARE FOOT 250 BTU PER PERSON 250 BTU PER PERSON 0% 0% 0% 100% ALL DESIGN DATA TAKEN FROM THE 1989 ASHRAE HANDBOOK OF FUNDAMENTALS ..........w... �. n • , , . r .. Lvt,!,.Y :.3`,il �.. � .',!,A k�(..ti fOfY0.rtsi �. .. e • M.s......... , * * * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 * * * * * * * * * * * * * * * * * * * *P * * PAGE 2 * * * * * * * * * * * * * * * * * * * * * * * * ** AIR HANDLER INPUT DATA AIR HANDLER # 1 INPUT DATA: AIR HANDLER DESCRIPTION: PACKAGED UNIT TERMINAL TYPE: CONSTANT VOLUME SUPPLY FAN TYPE: BUILT -IN PACKAGED UNIT CALCULATIONS PERFORMED: BOTH HEATING AND COOLING LOADS NUMBER OF TIMES SYSTEM OCCURS: 1 LEAVING COOLING COIL TEMP. (DEG.F): 55 LEAVING HEATING COIL TEMP. ( DEG.F): 110 COMBINED FAN,MOTOR EFFICIENCY ( %): 60 STATIC PRESS. ACROSS FAN (IN W.G): 0.700 SUMMER SUPPLY DUCT TEMP. RISE ( DEG.F): 0.000 SUMMER RETURN DUCT TEMP. RISE ( DEG.F): 0.000 CHILLED WATER TEMP.DIFFERENCE ( DEG.F): 0.000 HOT WATER TEMP. DIFFERENCE ( DEG.F): 0.000 COOLING VENTILATION METHOD: 3 COOLING VENTILATION VALUE: 0.300 CFM PER SQ.FT COOLING INFILTRATION METHOD: 0 COOLING INFILTRATION VALUE: 0.000 HEATING VENTILATION METHOD: 3 HEATING VENTILATION VALUE: 0.300 CFM PER SQ.FT HEATING INFILTRATION METHOD: 0 HEATING INFILTRATION VALUE: 0.000 VENTILATION IS 100% OF SUPPLY AIR: NO ****** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** .EI,ECTROMATIC SALES & SVC SEATTLE, WA 98109 .SEARS HOMELIFE 02/17/94 PAGE 3 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE # 1: 2ND FLOOR SALES (15600 SF) AIR HANDLER NUMBER: 1 ZONE LENGTH (FEET): 130.0 LIGHTING WATTS: PER.SF 70200 NO. OF PEOPLE IN ZONE: DIRECT 120 CEILING HEIGHT (FEET): 12.0 - SEN.SAFETY FACTOR ( %): 0 SEN.HEAT PER PERSON (BTU): 250 CLG VENTILATION CFM: 0 HTG VENTILATION CFM: 0 CLG. SQFT EXPOSED TO PLENUM: 15600 LAT. BTUH EQUIP LOAD: 0 ROOF ASHRAE # U- FACTOR 10 0.047 ASHRAE -G U- FACTOR 1. WALL 1. 2. 3. 4. B 0.056 B 0.056 B 0.056 B 0.056 ZONE OCCURRENCES: ZONE WIDTH (FEET): EQUIPMENT WATTS: EXHAUST AIR CFM: HTG.SAFETY FACTOR ( %): LAT.SAFETY FACTOR ( %): LAT.HEAT PER PERSON (BTU): CLG INFILTRATION CFM: HTG INFILTRATION CFM: EXPOSED FLOOR SLAB EDGE -FT: HTG. & CLG. LOADS CALCULATED 1 120.0 DIRECT 1500 0 0 0 250 0 0 0.0 LENGTH WIDTH ROOF -AREA SUSP.CEIL. COLOR 130.0 120.0 15600.0 YES DARK HEIGHT WIDTH WALL -AREA DIRECTION COLOR 12.0 12.0 12.0 12.0 120.0 1440.0 130.0 1560.0 120.0 1440.0 130.0 1560.0 S W N E LIGHT LIGHT LIGHT LIGHT * * * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 4 * * * * * * * * * * * * * * * * * * * * *• * * * * * * * ** ZONE INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE # 2: 1ST FLOOR SALES (15340 SF) AIR HANDLER NUMBER: ZONE LENGTH (FEET): LIGHTING WATTS: PER.SF NO. OF PEOPLE IN ZONE: DIRECT CEILING HEIGHT (FEET),: SEN.SAFETY FACTOR ( %): SEN.HEAT PER PERSON (BTU): CLG VENTILATION CFM: HTG VENTILATION CFM: CLG. SQFT EXPOSED TO PLENUM: LAT. BTUH EQUIP LOAD: WALL 1. GLASS 1. ASHRAE -G .B CONSTRUC HEAVY 1 118.0 69030 100 12.0 0 250 0 0 15340 0 U- FACTOR HEIGHT 0.056 12.0 U- FACTOR GLS.AREA 0.560 400.0 ZONE OCCURRENCES: ZONE WIDTH (FEET): EQUIPMENT WATTS: EXHAUST AIR CFM: HTG.SAFETY FACTOR ( %): LTT.SAFETY FACTOR ( %): LAT.HEAT PER PERSON (BTU): CLG INFILTRATION CFM: HTG INFILTRATION CFM: EXPOSED FLOOR SLAB EDGE -FT: HTG. & CLG. LOADS CALCULATED 1 130.0 DIRECT 2000. 0 0 0 250 0 0 WIDTH 130.0 SHD.COEF 0.870 WALL -AREA DIRECTION 1560.0 S INT.SHADE REFERENCE NO WALL 1 0.0 COLOR LIGHT • ******. QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. ****** XLECTROMATIC SALES & SVC SEATTLE, WA 98109 • SEARS HOMELIFE 02/17/94 PAGE 5 ****************************** ZONE INPUT DATA ***************************** ZONE # 3: BACK OFFICE & LUNCH (2080 SF) AIR HANDLER NUMBER: 1 ZONE LENGTH (FEET): 32.0 LIGHTING WATTS: DIRECT 5500 NO. OF PEOPLE IN ZONE: DIRECT 22 CEILING HEIGHT (FEET): 10.0 SEN.SAFETY FACTOR (%): 0 SEN.HEAT PER PERSON (BTU): 250 CLG VENTILATION CFM: 0 HTG VENTILATION CFM: 0 CLG. SQFT EXPOSED TO PLENUM: 2080 LAT. BTUH EQUIP LOAD: 0 ROOF 1. WALL 1. 2. ASHRAE # U-FACTOR 10 0.047 ASHRAE-G U-FACTOR 0.056 B 0.056 LENGTH 32.0 HEIGHT 10.0 10.0 ZONE OCCURRENCES: ZONE WIDTH (FEET): EQUIPMENT WATTS: EXHAUST AIR CFM: HTG. SAFETY FACTOR (%): LAT.SAFETY FACTOR (%): LAT.HEAT PER PERSON (BTU): CLG INFILTRATION CFM: HTG INFILTRATION CFM: EXPOSED FLOOR SLAB EDGE-FT: HTG. & CLG. LOADS CALCULATED 1 65.0 DIRECT 1500 0 0 0 250 0 0 0.0 :WIDTH ROOF-AREA SUSP.CEIL. COLOR 65.0 2080.0 NO DARK ,WIDTH WALL-AREA DIRECTION COLOR 65.0 650.0 32.0 320.0 e• LIGHT DARK * *• * * ** QUICK COMMERCIAL HVAC ELECTROMATIC SALES & SVC 'SEARS HOMELIFE * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LOADS PROGRAM BY YORK 02/17/94 * ZONE INPUT DATA * ** ZONE # 4: SMALL BLD. NEXT SEAR (5670 SF) AIR HANDLER NUMBER: 1 ZONE LENGTH (FEET): 90.0 LIGHTING WATTS: PER.SF 25515 NO. OF PEOPLE IN ZONE: DIRECT 60 CEILING HEIGHT (FEET): 14.0 SEN.SAFETY FACTOR (%): 0 SEN.HEAT PER PERSON (BTU): 250 CLG VENTILATION CFM: 0 HTG VENTILATION CFM: 0 CLG. SQFT EXPOSED TO PLENUM: 5670 LAT. BTUH EQUIP LOAD: 0 ROOF ASHRAE # U- FACTOR LENGTH 1. 10 0.047 95.0 WALL ASHRAE-G U- FACTOR 1. B 0.056 2. B 0.056 3. B 0.056 HEIGHT 14.0 14.0 14.0 INTERNATIONAL INC. * * * * ** SEATTLE, :WA 98109 PAGE 6 * * * * * * * * * * * * * * * * * * * * * * * * ** • ZONE OCCURRENCES: 1 ZONE WIDTH (FEET): 63.0 EQUIPMENT WATTS: DIRECT 1500 EXHAUST AIR CFM: 0 HTG.SAFETY FACTOR ( %): 0 LAT.SAFETY FACTOR ( %): 0 LAT.HEAT PER PERSON (BTU): 250 CLG INFILTRATION CFM: 0 HTG INFILTRATION CFM: 0 EXPOSED FLOOR SLAB EDGE -FT:: 0.0 HTG. & CLG. LOADS CALCULATED WIDTH ROOF -AREA SUSP.CEIL . COLOR 65.0 6175.0 NO DARK WIDTH WALL -AREA DIRECTION COLOR 71.0 994.0 90.0 1260.0 63.0 882.0 S LIGHT W LIGHT N LIGHT GLASS CONSTRUC U- FACTOR GLS.AREA SHD.COEF INT.SHADE REFERENCE 1. HEAVY 0.560 280.0 0.870 NO WALL 1 * * * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 ' SEARS HOMELIFE 02/17/94 PAGE 7 * * * * * * * * * * * * * * * * * ** DETAILED PROJECT ZONE LOAD CALCULATIONS * * * * * * * * * * * * * * ** LOAD DESCRIPTION UNIT -SC- CLTD U.FAC SEN. LAT. HTG. HTG. QUAN CFAC SHGF -CLF- GAIN GAIN MULT. LOSS 1. 2ND FLOOR SALES SYS# 1 PEAK TIME 9 PM JUL. ROOF- 10- SUSP.0 -D S. WALL -B -L W. WALL -B -L N. WALL -B -L E. WALL -B -L LIGHTS EQUIPMENT PEOPLE 15600 1.000 34 0.047 1440 0.650 19 0.056 1560 0.650 21 0.056 1440 0.650 7 0.056 1560 0.650 20 0.056 70200.00 1.000 100% 3.410 1500.00 1.000 3.410 120.00 1.000 250/250 MOWN, GNP MO (130 X 120) = 15600 SF 24929 798 978 169 922 239382 5115 0 30000 30000 2.303 35927 2.744 3951 2.744 4281 2.744 3951 2.744 4281 TOTAL (fin W'''i• 30,000 52,391 34B.441 0 3 47, _J • 2. 1ST FLOOR SALES SYS# 1 PEAK TIME 1 PM FE . (118 X 130) = 15340 SF S. WALL -B -L 1160 0.650 -9 0.056 -1085 S. GLS -TRANS 400 1.000 -19 0.560 -4256 H- NS -SOLAR 400 0.870 250 0.560 48720 LIGHTS 69030.00 1.000 100% 3.410 235392 EQUIPMENT 2000.00 1.000 3.410 6820 0 PEOPLE 100.00 1.000 250/250 25000 25000 3 loTOrl Nn ;-% 3iVh14 � 3 TOTAL r / 2- Ya MI Lt,t; T 3. BACK OFFICE & LUNCH SYS# 1 PEAK TIME 7 PM JUL. 2.744 3183 27.440 10976 25,000 14,159 (32 X 65) = 2080 SF ROOF- 10- NO.CLG -D 2080 1.000 44 0.047 4301 N. WALL -B -L 650 0.650 6 0.056 53 E. WALL -B -D 320 1.000 21 0.056 376 LIGHTS 5500.00 1.000 100% 3.410 18755 EQUIPMENT 1500.00 1.000 3.410 5115 0 PEOPLE 22.00 1.000 250/250 5500 5500 TOTAL 2 " 3 ran uAl t"sC , %mt H) 2.303 4790 2.744 1784 2.744 878 5,500 7,452 (90 X 63) = 5670 SF 2.303 14221 2.744 1959 2.744 3457 2.744 2420 27.440 7683 4. SMALL BLD. NEXT SEAR SYS# 1 PEAK TIME 3 P ROOF- 10- NO.CLG -D S. WALL -B -L W. WALL -B -L N. WALL -B -L S. GLS -TRANS H- NS -SOLAR LIGHTS EQUIPMENT PEOPLE TOTAL 6175 1.000 22 0.047 6385 186 -39 -252 784 21559 87006 5115 15000 714 0.650 12 0.056 1260 0.650 4 0.056 882 0.650 -3 0.056 280 1.000 5 0.560 280 0.870 177 0.500 25515.00 1.000 100% 3.410 1500.00 1.000 3.410 60.00 1.000 250/250 -71 /ZTcr% 66.1 ;is &/Sio MAH) 0 15000 15,000 29,740 *x * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 8 * * * * * * * * * * * * * * * * * * * * * ** AIR SYSTEM # 1 ZONE SUMMARY * * * * * * * * * * * * * * * * * * * * * * ** ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG.CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. CFM /SF. 1 2ND FLOOR SALES 15600 52,391 302,293 30,000 5,862 13,393 9 PM JULY 4,680 4,680 0 0.38 0.86 2 1ST FLOOR SALES 15340 14,159 310,591 25,000 1,584 13,760 1 PM FEBRUARY 4,602 4,602 0 0.10 0.90 3 BACK OFFICE & LUNC 2080 7,452 34,100 5,500 834 1,511 7 PM JULY 624 624 0 0.40 0.73 4 SMALL BLD. NEXT SE 5670 29,740 135,744 15,000 3,327 6,014 3 PM AUGUST 1,701 1,701 0 0.59 1.06 ZONE PEAK TOTALS 38,690 103,742 782,728 75,500 11,607 34,678 TOTAL ZONES: 4 11,607 11,607 0 0.30 0.90 * * * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 9 * * * * * * * * * * * * * * * * * * ** AIR SYSTEM # 1 TOTAL LOAD SUMMARY * * * * * * * * * * * * * * * * * * * ** AIR HANDLER DESC: PACKAGED UNIT WITH CV (PROPORTION) TERMINALS SENSIBLE HEAT RATIO: 0.91 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 3 PM IN JULY OUTDOOR CONDITIONS: 88 DB, 69 WB, 77.30 GRAINS INSIDE: 75 DB, 50% RH BECAUSE OF THE DIVERSITY IN ZONE, PLENUM, AND VENT. LOADS, THE ZONE SENSIBLE PEAK TIME IN AUGUST AT 3 PM IS DIFFERENT FROM THE TOTAL SYS. PEAK TIME HENCE, THE AIR SYSTEM CFM WAS COMPUTED USING A ZONE SEN. LOAD OF 751,960 SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: VENT CONTROLS OUTSIDE AIR ZONE SPACE INFILTRATION OUTSIDE AIR TOTAL SYSTEM SEN.LOSS: SEN.LOSS: SEN.LOSS: SEN.LOSS: 103,742 BTUH O BTUH ( 0 CFM) 605,416 BTUH ( 11,607 CFM) SUPPLY AIR: 103,742 / (0.986 X 1.08 X 8.4) ( 11,607 CFM) WINTER VENT OUTSIDE AIR (100% OF SUPPLY): ( 11,607 CFM) ZONE SPACE INFILTRATION DRAW -THRU FAN SUPPLY DUCT SEN.GAIN: SEN.GAIN: SEN.GAIN: SEN.GAIN: 751,764 BTUH O BTUH O BTUH O BTUH TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: 0 CFM) SUPPLY AIR: 751,960 / (0•.986 X 1.1 X 20) = ( 34,678 CFM) SUMMER VENT OUTSIDE AIR (33.47% OF SUPPLY): ( 11,607 CFM) RETURN DUCT SEN.GAIN: RETURN PLENUM SEN.GAIN: OUTSIDE AIR SEN.GAIN: BLOW -THRU FAN SEN.GAIN: O BTUH O BTUH 163,595 BTUH ( 11,607 CFM) 0 BTUH TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT.GAIN: 75,500 BTUH INFILTRATION LAT.GAIN: 0 BTUH ( 0 CFM) OUTSIDE AIR LAT.GAIN: 91,057 BTUH ( 11,607 CFM) TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 709,158 BTUH 751,764 BTUH 163,595 BTUH 915,359 BTUH 166,557 BTUH 1,081,916 BTUH 90.16 TONS * * * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 10 * * * * * * * * * * * * * * ** AIR SYSTEM # 1 ZONE SENSIBLE LOAD PROFILE * * * * * * * * * * * * * * * ** * MONTHLY AND HOURLY SYSTEM # 1 ZONE SENSIBLE LOAD PROFILE * AUGUST JUNE JULY SEPTEMBER JANUARY FEBRUARY * * HOUR ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN * 1 AM 0 q 0 0 0 0 2 AM 0 0 0 0 0 0 3 AM 0 0 0 0 0 0 4 AM 0 0 0 0 0 0 5 AM 0 0 0 0 0 0 6 AM 0 0 0 0 0 0 7 AM 694020 694141 701278 677827 620494 637938 8 AM 695561 694830 702198 680095 623277 640771 9 AM 701466 698747 706652 687698 632082 649701 10 AM 711817 706541 715141 700232 646159 663937 11 AM 725027 716914 726283 715871 663513 681470 12 PM 737124 726739 736723 729907 678920 697019 1 PM 747451 735648 746014 741447 691319 709506 2 PM 751506 739987 750278 745260 694960 713131 3 PM 751960 741857 751764 744497 693341 711423 4 PM 749908 741793 751163 740749 688392 706348 5 PM 748013 741603 750511 737401 684013 701864 6 PM 746316 741324 749846 734488 680244 698006 7 PM 742123 738839 746900 728844 673570 691224 8 PM 738058 735904 743660 723805 667844 685428 9 PM 734287 732704 740302 719552 663247 680797 10 PM 729460 728445 735891 714238 657590 675104 11 PM 0 0 0 0 0 0 12 AM 0 0 0 0 0 0 7 i * ; * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 11 * * * * * * * * * * * * * * * * * * * * * * ** TOTAL BUILDING LOAD SUMMARY * * * * * * * * * * * * * * * * * * * * * ** BUILDING PEAKS IN JULY AT 3 PM BLDG. LOAD AREA DESCRIPTIONS QUAN SEN. %TOT LAT. LOSS LOSS GAIN + SEN. GAIN = TOTAL %TOT GAIN GAIN ROOF WALL GLASS 23,855 10,986 680 54,938 30,145 18,659 7.75 4.25 2.63 O 26,649 O 2,245 O : 44,670 26,649 2,245 44,670 2.46 0.21 4.13 SKIN LOADS 35,521 103,742 14.63 O , 73,564, 73,564 6.80 LIGHTING 170,245 EQUIPMENT 6,500 PEOPLE 302 PARTITION 0 VENT 11,607 11,607 INFL 0 0 DRAW -THRU FAN BLOW -THRU FAN SUPPLY DUCT RETURN DUCT O 0.00 O 0.00 O 0.00 O 0.00 605,416 85.37 0 0.00 O 0.00 O 0.00 O 0.00 O 0.00 0 0 75,500 0 91,057 0 0 0 0 0 580,535 22,165 75,500 0 .163,595 0 0 0 0 0 580,535 53.66 22,165 2.05 151,000 13.96 O 0.00 254,652 23.54 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 BUILDING TOTALS 709,158 100.00 166,557 915,359 1,081,916 100.00 BUILDING SUMMARY LOAD DESCRIPTIONS SEN. %TOT LOSS LOSS LAT. GAIN + SEN. GAIN = TOTAL %TOT GAIN GAIN VENTILATION INFILTRATION ZONE LOADS PLENUM LOADS FAN & DUCT LOADS 605,416 85.37 O 0.00 103,742 14.63 O 0.00 0 0.00 91,057 0 75,500 0 0 163,595 0 751,764 0 0 254,652 23.54 O 0.00 827,264 76.46 0 0.00 0 0.00 BUILDING TOTALS 709,158 100.00 166,557 915,359 1,081,916 100.00 1./ c2-4* 5-901. TOTAL BUILDING SUPPLY AIR (BASED ON A 20 TD): TOTAL BUILDING VENT AIR (33.47% OF SUPPLY): TOTAL CONDITIONED AIR SPACE: SUPPLY AIR CFM /SQ.FT. OF CONDITIONED SPACE: SQ.FT OF CONDITIONED AIR SPACE PER TON: TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 34,678 CFM 11,607 CFM 38,690 SQ.FT 0.8963 CFM /SQ.FT 429.1276 SQ.FT /TON 0.0023 TONS /SQ.FT 90.16 TONS -V44 4Ne- ELE CTBOi TIC REFRIGERATION • AIR CONDITIONING 1 st rc t.34Q I , X10 1t/c5F 14/4 r A-5- ,of - /34S- 4 P-9 . '48 s-as - 9 6 P -!o .6 /0S75 2s' P--// , 067 Door / --7//z/v/ /7 9/6 /S" g7,5"" 79 . N1cGNdTta�1•!•'+R�Y�Y�+IN 7/ 75' 5(4 1)-4°4/ zz, 9/i 01V,6 ELECTROMATIC SALES AND SERVICE, INC. S00 MERCER STREET SEATTLE. WA 08109 (208) 624.3370 WASHINGTON CONTRACTORS LIC. MEL•EC•TI• • 233NE l '- vcdue P -s ,0 P� .O4 I ELECTROMATIC I REFRIGERATION CS+ AIR CONDITIONING 1 scu`fi 14/: Q / 6-4 ss . 4g "WC v-7), 6-6 I/ 3702. P-7 doyy P-C- ,c 7 P-jo . G jOCC- 2 3 ao /�o 2/ 945- 6/16 3% 800 s,P s- Sub -44q1 /o/ ELECTROMATIC SALES AND SERVICE, INC. 800 MERCER STREET SEATTLE, WA 98109 (206) 624.3370 WASHINGTON CONTRACTORS L'•C. ■EL._ •TI• * 233NE DATE 7 /J/._! - /_g PROJECT NAME: ADDRESS:ed PROJECT NUMBER: THERMAL PERFORMANCE CRITERIA HEAT TYPE: 0 ELECTRICAL RESISTANCE CLIMATE ZONE:`( I X OTHER � j � 0 1 1 OUTSIDE AIR - 1 INSIDE AIR -�_��' DT - - 6 ��a ASSEMBLY FROM TABEL U VALUE' AREA (SO.FT ) UxA UxAxDT WALL •�� e ' I Q 2.9,3.6-0. '? ��L�/l 6b $ I I/ �3;? 1 a'r szg 1 d V 9 77 CEILING /ROOF FLOOR . 0S'6 O� G= `j 0 r' /' !$ CRITERIA TOTALV .173 O Water) oise A-+-ec '4)1 be. 4ea d lc 49 SLAB PERIMETER INSULATION' 'From tcbles 4-1, 4-2. Washington Stot.e Energy Code FROPOSED DESIGN ASSEMBLY U 11 ) AREA (I) UxA UxAxDT WALL S0(A1 + Eo ► o.�'S' • 4 wr 3s8 /6, -/78 o :. �_- g95_77 Wes " .173 q /Ze 8sy 39) "LW WINDOWS , ve G 70 - DOORS 0 7 S ROOF /CEILING lOr �'i , ESEMENIIIIII FLOOR , Os• G'�4 Qt /3 S 4 4 Averg9G t1..Va l.+e For' W4)S PROPOSED TOTAL (2) :941 Y 7 �T� +0+4 r' '% + Stuare 440 LAB PcRIMETER INSULATION (3 ) R _7_ •r'j1C. t#1- Va /41e) (! I CALCULATED (21 PROPOSED TOTAL MUST BE EQUAL TO OR LESS THAN THE CRITERIA TOTAL (3) MUST EE EQUAL TO OR GREATER THAN THE CRITERIA R-VALUE ELEMENT FRAM I NG RATIO ( IF APPLICABLE) = MATER I AL THICKNESS IN INCHES R VALUE/ TH I CKNESS R VALUE SOL I 0 R VALUE CAVITY _. 1 ,- 4/ /f," A 4 e.? co/ride_ Atr't- Ft 1-4., S-7Z-1 Coe ere "/C.... 5 - 15" . rd :: , /4" , 0 9 / v , ' -/- ...I, DO - ... SUMMATION OF R - VALUES u 1 /R C. 23.r- mia U ' VALUE FOR ELEMENT ( AVERAGE ) NET AREA OF ELEMENT ELEMENT : _P - S� FRAMING RATIO (I F APPL I CABLE ) = ~O� C —16 7° °4" ' `' st'~' `s MATERIAL INIINCHES THICKNESS SOLIDUE CAVITYE =mils; ale._ /4 ' - F%�/nl (o 9 Qwlca". 44- F'/ 4 . / Y . G3 s-/s-"6,,i0e,pc) s-6 fir .Qryvii" '0o ,411C 4q1 5'-Lrdis o r r aI/ ?(. .Ooh SUMMATION OF R - VALUES, U - I/R O • 0 Vs" • .- U VALUE FOR ELEMENT (AVERAGE) = _ NET AREA OF ELEMENT ELEMENT • P- FRAMING RATIO (I F APPL I CABLE ) Ge Me-4 l 11:4;„/s MATERIAL THICKNESS IN INCHES R VALUE/ THICKNESS R VALUE SOLID R VALUE CAVITY =h $ :de. i4 ,'r- F;• /rte , C• 4? A-0 R WI, 94(91 r 7e / M e / S� M4( 5711#4 G''' ,002. SUMMATION OF R - VALUES U a 1/R i, 0.. ,a9 U VALUE FOR ELEMENT ( AVERAGE 1 = NET AREA OF ELEMENT • ELEMENT: FRAMING RATIO ( IF APPL I CABLE) = - - -tr..r 1S MATERIAL INIINCHES THICKNESS SOLID(JE CAVITYE ..r1+ de . 1,- r lel • GP nit rgi/iKfgK"'MIIIIIIIIIII rzgravaLymems .(;2. 0 . c T I 40*,- 11115111 sA / o ere b4G ./s IMEEN SUMMATION OF R- VALUES U - 1/R U VALUE FOR ELEMENT t AVERAGE) NET AREA OF ELEMENT a •087. • ELEMENT • _.I " 7 FRAMING RATIO (I F APPL• I CABLE) = J4' ?'_ G24' /5-4 1!° MATERIAL THICKNESS IN INCHES R VALUE/ THICKNESS R VALUE SOLID R VALUE CAVITY ins /.e_- ', - ek, 4,9 a-e* ode... /r- r% '07 yz. "N, r t-tao . 43' /I/fe l/ sI a.y„o: G , 02. 31 "c door -ei , s—g in .S p ' w yr, , odor- . 5`6 Voo /S': ?‘' /��Qr°ylsli �. -N ' 12-11 bell-. SUMMATION OF R - VALUES U - 1/R AR. 5-8 4 Q9/ U VALUE FOR ELEMENT ( AVERAGE) = %t2i/ NET AREA OF ELEMENT • • • I ELEMENT: _ f r FRAM I NG RAT 10 (I F APPL I CABLE ) = MATERIAL INIINCHES THICKNESS SOLIDUE CAVITYE opf/, . ft- A7n-, .17 g'' r SUMMATION OF R - VALUES Z231- U VALUE FOR ELEMENT ( AVERAGE 1 = L . NET AREA OF ELEMENT am INIMENIMINID WM. WNW U • 1/R %I., +Ai.* Aura Z, oimo gAimPlywoad ELEMENT : ROSSTC R a 0- 41, .44174 y PL? P.- /7 ="nsuIa 'on FRAMING RATIO ( IF APPLICABLE) _ MATERIAL INIINCHES THICKNESS SOLIDUS CAVITYE s Ai- Film G $ otidsotie. Ar Fly • 17 s1 /q' P% woad 6 93 R -ic7 z, 6, 3 I /9, co ( PLoY.Isacy w(A RATE) _7 woob -)uQiPze..171- 130$10 . s 1 /,:V:s_ 1 Atio -t, #: p( . is SUMMAT ION OF R -VALUES U = 1/R a.a, /8 G0'i$ 1 U VALUE FOR ELEMENT ( AVERAGE) = z 1'Ls NET AREA OF ELEMENT DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * '" REV1S! • 7//3/97 PROJECT NAME eQ'/`$ N SUB ITT ADDRESS qO vim- Ste/% C ,'— ‘4, d , CONTACT PERSON 41#i -` PHONE 6gy - 7O ARCHITECT OINGINEERR) L� GT7�/lj9 G - 59X-5"171-. s /N./4e_ PLAN CHECK/PERMIT NUMBER 1 %Q- 0/?7 TYPE OF REVISION: 5e/h/17. / r CQi' 5. 'Y V /S%O%j.S e 1/ e; rrf 5 ( o ./e 444/ gAs SHEET NUMBER(S) ,,��I%1 �J i'!// "Cloud" or highlight Tht all areas of revisions an date revision g revisions. SUBMI'1"1'ED TO: ,,j %., e / C . RECEIVED CITY OF TUKWILA JUL 1 3 1994 PERMIT CENTER R O B E R T EOSSATTI A S S O C I A T E S CONSULTING ENGINEERS July 13, 1994 A PROFESSIONAL. SERVICES CORPORATION City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 100(1 NORTON BUILDING 801 SECOND r1 VENUE SEATTLE.11'ASIIINGTON 0810.1 'ELEplIONE :(208)621.1803 VAX: (206) 621 -9710 Attention: Duane Griffin Reference: 94 -T- 06/94102 -06 (Homelife) 59 L_ QI (1` / Dear Mr. Griffin: r,e:ia ?4 }L4'.�d';: {eFJ+'r: ^.L °. ^.rr'1::•Je �It eS: L�'tl ##`, °'?1 119 SOlmn I IOTE), ST EEr S(•ITE 2020 1IONOLCU, IIAWAII 90813 ELEPNO: \E: (808) 533 -6609 FAX RECEIVED JUL 14 1994 COMiMMUNa7TY DEVELOPMENT We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Please note: it is very difficult to identify specific sheets in the calculations since they are not numbered. Numbering the calculations would be of great benefit in facilitating our review since specific sheets could then be referenced in the architect's responses to our comments. 1. Submit a revised set of architectural drawings. Our set dated May 30, 1994, does not coordinate at many locations with the structural drawings since they are now more complete. 2. The drawings and calculations still do not show complete information at the east and west canopies. Provide the following information for our review. a. At the west canopy, provide details at the east and west pony walls to clarify a load path for lateral forces in the north /south direction. Evaluate transfer of lateral forces at high and low roof. b. Section 10/56, cut at the west canopy, does not appear to be cut at the correct location. c. Provide calculations that analyze lateral loads at the east canopy. Larger wind forces would apply at this canopy and it is not tied into the structure as the west canopy is, therefore, these two canopies cannot be evaluated similarly. Provide additional details as necessary to clarify construction. 3. Provide calculations evaluating snow drift per the parameters established in Snow Load Analysis for Washington published by Structural Engineers Association of Washington. 94 -T- 06/94102 -06 (Homelife) June 15, 1994 Page 2 4. The ICBO Report No. 2392P was cancelled in March of 1992. ICBO approved documentation verifying the shear capacity of plywood sheathed metal stud shear walls must be provided, otherwise, design calculations and a detailed analysis must be submitted that justifies the intended use of the assemblies. A complete load path must be shown on the drawings. Please note that, to the best of our knowledge, Research Report 154 by the APA is not approved by ICBO. 5. Where floor sheathing is nailed at 2i" o.c., nails must be staggered per footnote 2 of Table No. 25 -J -1. 6. Detail 3/S6; clarify adequacy of chord member at the floor diaphragm. 7. For lateral forces in the east /west direction, the loads shown in the revised calculations do not appear to incorporate all the forces at the second floor area between Grids 1 & 8 and F & Y. According to the original calculations, 119k of lateral force occurs at the floor level which would be reacted equally in the amount of 59.5k, at Grids 1 and 8. a. The high roof has a reaction of 22.6k along Grid 2 which is transferred into the low roof /second floor level. Considering this additional load, the low roof diaphragm along Grid 1 would have a reaction of approximately 79.1k. The revised calculations only show 55.9k. b. Considering the above, the second floor diaphragm would have a reaction of approximately 62.5k at Grid 8. The revised calculations only show 33.4' (16.7k + 16.7k). The concrete wall panels would also resist the high roof load of 22.6k at Grid 8 for a total shear reaction of 85.1k. c. A complete analysis of how forces are resolved along Grid 8 is necessary. The drag struts do not have adequate connections to transfer forces into the two concrete panels. Provide complete calculations and additional details on the drawings to clarify the actual load path. Re- evaluate the adequacy of the existing concrete wall panels. 8. Is the existing concrete wall along Grid F basically solid concrete? We assume so, however, the drawings do not provide clarifying information. 9. The response to our previous comment //15 indicated that the dead load of the concrete wall along Grid F was considered in the calculation for the east /west seismic load. Please be specific on the breakdown in the calculations to clarify. 10. Please clarify where the calculations are that evaluate the out -of -plane forces acting on the metal stud walls. 94-T- 06/94102 -06 (Homelife) June 15, 1994 Page 3 •N '.'1f4W!?'iia ri.T,7S"h ,.., m�:�r.;z 4. ! ! m 11. Section 1 /S7; specify length and nail size to be used at coiled straps to verify allowable loads. Refer to Simpson requirements. 12. Section 8/S5; what size base plate is to be used at TS 3 x 3 columns? Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calcula- tions, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cry- al Kolke CK /jw:2 cc: Turner & Associates, Architects 18420 - 24th Place NE Seattle, WA 98155 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0197 (512) Re: Homelife - 402 Strander Blvd. Dear Sir: John W. Rants, Mayor July 11, 1994 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) 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, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 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) The inspection tag on the fire extinguisher is required to have the date the inspection or maintenance was performed and the initials of the person performing the inspection or maintenance. (NFPA 10, 4- 3.4.2) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the enclosed side by one hour fire - resistive construction and sprinklered where required. (UFC 12.109(c)) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) 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 3314(A)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group 1, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) When exit signs are required by The Building Code (see City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 John W. Rants, Mayor U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminted, or self - luminous, shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 12.111(e)) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 3303(e)) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 3314(a)(c)) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 3313(b)) 3. 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 #1646) City (of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 John W. Rants, Mayor Maintain a fire watch on a 24 hour basis during any shut -down and demo of the sprinkler system. A.D.A. (American' s With Disabilities Act) requirements shall be required for this project. Provide horn /strobe where required and manual pull stations at all exits. Sprinkler protection shall he 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) Call the Tukwila Fire Department at 575 -4404 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1646) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged,, altered, breached, penetrated, removed or improperly City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 6 installed. (UFC 10.601) 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 10.301(a)) Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn- around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director ward Turner, Architect 5tA er & Associates ` r�� 18420 - 24th Place NE T F+ Seattle, Washington 98155 Re: Permit application B94 -0197, "Homelife Retail" Dear Mr. Turner: The initial plan review has been completed by Tukwila Building Division. Prior to final review and approval, additional clarifications to the plans will be necessary to show compliance with Tukwila ordinances. The following comments are applicable: . The East wall of the ground floor level is required to provide at least 4 -hour fire resistive protection for the required "area separation" wall. If the proposed wall systems are to be considered as an equivalent construction, the two walls will have to produce a total 4-hour time period of fire resistance. The 5.5 -inch thick wall of Siliceous aggregate concrete will provide (conservatively) a 2 -hour fire resistive period. The proposed metal stud wall with (at least 5/8" type "X ") gypsum wallboard on each side would be listed as a one hour fire resistive period. In summary, an alternate proposal for providing the required 4 -hour fire resistive time period is necessary. In addition, provide a separate letter requesting the acceptance of this alternate method of consrtruction under UBC Sec. 105. The letter should indicate your professional opinion on the matter of equivalence. 7 Roof parapet on the area separation wall has specific construction requirements per UBC Sec. 1710 (b). Basically, any side adjacent to a roof surface, shall have noncombustible faces for the uppermost 18- inches, including counterflashing and coping materials. Note 5.7 or parapet detail must require this at both faces. Proposed fire resistive requirement for the East (nonbearing) wall at the second floor level is acceptable provided that the existing property line is removed at this location. Submit appropriate documentation that the East line has been removed and that the lot consolidation has been recorded. A new legal description is required. 4, 4 The first floor North wall is an exterior bearing wall located 5 -feet front the North property line. Consequently, (per UBC Table 17 -A) this wall is required to provide a 4 -hour fire resistive rating. In addition, openings in this wall, must be protected by a fire assembly with a 3/4 -hour fire resistive assembly. Provide a 4 -hour wall detail, note the fire resistive requirements for door marked #21, and provide a detailed method for protection of the joints between concrete panels. H.V.A.C. screen wall is referenced as wall mark P14. This note refers to structural drawings which in turn refers to architectural drawings. In addition the support pipe is noted as "per plan"could not be found. Please provide screen wall construction detail. Note that non combustible construction is required. E,,V The requirements of the Washington State non - residential energy code (NREC) for new buildings are applicable to this proposal. Consequently, compliance must be shown for the building envelope, mechanical systems, and lighting. Comments regarding each of the three areas are as follows: 6300 Southcenter Boulevard, Suite /1100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431-3665 Mr. Howard Turner B94 -0197 July 7, 1994 Page 2 6. (cont.) BUILDING ENVELOPE: Calculations submitted to show compliance by component performance are not consistent with the provisions in NREC Sec. 1330. ( Refer to the Washington State.Non residential Energy Code, 1994 First Edition). The U- factors for typical consrtruction assemblies are included in Chapter 20. Where proposed construction assemblies are not represented in Chapter 20, values shall be calculated in accordance with 1993 ASHRAE Fundamentals Handbook. MECHANICAL SYSTEM: i. Provide calculations to show that the minimum requirements for ventilation shall comply with the Washington State Ventilation and Indoor Air Quality Code. ii. Economizers are required on all units in accordance with NREC Sec. 1433. Indicate compliance on plans with notes or on equipment schedule. iii. Zone thermostatic controls shall be capable of a deadband of at least 5 degrees within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Specify this capability on plans, and specify proposed controls. iv The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Specify this capability on plans and specify the proposed controls. v. Systems which provide heating and cooling simultaneously to a zone are prohibited. Specify the method of providing for this lock -out capability. NREC Sec. 1435. vi. Duct work is to be sealed to requirements of NREC Sec. 1414.1. This requirement is based upon the designed operating static pressure of the system. Indicate the design static pressure, and note on plans the level of sealing required for the duct work. vii. Indicate, on plans, the level of duct insulation to be provided . Refer NREC Sec. 1414.2 and Table 14 -5. LIGHTING: Show compliance (on plans) with Chapter 15 (Lighting & Motors) of Washington State Non residential Energy Code, 1994, First Edition. r Mr. Howard Turner B94 -0179 July 7. 1994 Page 3 Please respond to the noted comments in itemized letter form, and submit two copies of revised plans or information requested. Your application is currently being routed to the other departments for their respective reviews. Final plan review approval by Tukwila Building Division will be pending receipt and approval of the requested information. If you have any questions, you may call this office weekdays between 8:30 AM and 5:30 PM. Sincerely, BUILD DIVISION Ro rt Benedicto, Sr. Plans Examiner >' DAMES & MOORE s 500 MARKET PLACE TOWER, 2025 FIRST AVENUE, SEATTLE, WASHINGTON 98121 (206) 728 -0744 FAX: (206) 727 -3350 Fidelity Associates c/o Turner and Associates 18420 24th Place N.E. Seattle, Washington 98155 Attention: Mr. Howard Turner Dear Mr. Turner: July 6, 1994 Addendum Report of Geotechnical Investigation Proposed Building Expansion 402 Strander Boulevard Tukwila, Washington Job No. 28761- 001 -016 INTRODUCTION We are submitting herein this addendum to our May 20, 1994 report for the above referenced project. We understand that the structural design at the alley to the east of the existing building has been changed since the original report. The new design eliminates the new wall that was planr,:,d along the east side of the alley. The new roof in this area will be supported by the west wall of the adjacent building, that is, the Computer City Store. Based on the information provided by the Structural Engineer, Mr, Paul Faget of Ratti Swenson Perbix, this wall is currently supported by square footings of 5.5x5.5 feet in dimension. The footings are spaced at 20 feet center -to- center and support a design load of 55 kips, or a bearing pressure of 1,820 pounds per square feet (psf). With the additional load, these footings will support a load of 59 kips, or a bearing pressure of 1,950 psf. In addition to the above change in structural design, the earthwork in the alley will be modified slightly. The modification will involve the placement of concrete panels under the new slab, The panels will result from the dismantling of the east wall of the existing building. The original plan was to dispose of these panels offsite. R�CEIVr:p CITY OF ruKl /LA PERMIT CENTER OFFICES WORLDWIDE DAMES & MOORE Turner And Associates July 6, 1994 Page 2 The purpose of this addendum are to estimate the settlement of the existing footings due to the additional load and to comment on the placement of the concrete panels under the slab. ENGINEERING ANALYSIS Settlement of the existing footings was analyzed for the existing and new loading conditions. The latter also included the effect of the overburden to be placed in the alley. The overburden was estimated to be about 330 psf which included the vertical stress from 4 inches of slab, 12 inches of concrete panels, and 12 inches of soil fill. The results indicate that the additional settlement of the footings due to the new loading condition will be on the order of 1/8 inch. CONCLUSIONS AND RECOMMENDATIONS Based on the settlement analyses, the additional load will cause the existing footings under the west wall of the Computer City Store to settle about 1/8 inch. This value will also be the differential settlement between the wall and interior footings. We suggest that the effect of this settlement on the roof, frame and slab of the existing building be evaluated by the Structural Engineer. We believe that the placement of the concrete tilt -up panels under the slab is feasible and economically viable. The concrete panels weigh slightly more than soil fill and the effect of increase in overburden is negligible. We recommend that the panels be placed on soil subgrade below the 4 to 6 inches crushed rock base which will underlie the new slab. Care must be taken in the preparation of the subgrade prior to the placement of the panels. The key issue is to prepare a level surface so that uniform contact is achieved at the soil - concrete interface. If more than one layer of concrete panels is to be placed at one location, the panels should be stacked on top of each other without any soil fill in between. 016\REPORTS \TURNER2.RWP DAMES & MOORE DAMES & MOORE Turner And Associates July 5, 1994 Page 3 We thank you for the opportunity to provide continued consultation on this project. Should you have any questions regarding the content of this communication or require additional information, please contact the undersigned. EXPIRES: /V/?V • / 9,i ( J Very truly yours, DAMES & MOORE, INC. C.J. Shin, PH.D., P.E. Project Engineer Harbdns L. Chabra, P.E. Principal DAMES & MOORE JUL 07 '94 01: 43PM TIJKWI(. DCD.'PW P.� Mr, Howard Turner 135403197 hilt' 7,1994 Page 2 d. (cent,) BUILDING ENVELOPE; Calculations s su3bmitted to show compliance by component performance are irot consistent with the provisions in NREC So. 1330. (1:tter to the Washington State Eton residential Energy C ,1994 First Edition), Thot.741sctors for typical consmuction assemblies are included in Chapter 20. Where proposed commotion osscmblios are not represented in Chapter 20, velum shall be calculated in accordance with 1993 ASHILAB Fundamentals Handbook, 1YIECHANICAL SYSTEM: i, Provide captions to show that tho minimum requirements for ventilation shall comply with the Washington State Ventiletton and Indoor Air Quality Code. Economises aro required on all unite in accordance with NREC Seo,1433, Indicate compliance on plesns with metes or an equipment schedule. iii, Zone thermostatic controls shall be ttapshlo of a deedband of at least I degrees within which the supply of herding and wan energy to the zone is shut off or reduced to a minimuan. Specify this capability oo plaes, and spec* proposed controls, iv The automatic controls shall have a minhnum 1041141151 clock anal be capable ofbeisog ret for seven different day types per weak. Spec* this capability on plans and specify thin proposed controls. v, Systems which provide heating and cooling simultaneously to a Gone are prohibited. twit the method of providing far this look -out eepabilitq, NREC Sec. 1435, vi. Duct work is to be sealed to requirements of NREC 3ec,1414,1, Ilia requirement is bud upon the dedgoed operating static pressure of the system, indicate the design static r w ant note as plan the level of scaling required for the duct wove /21- vii, Indicate, on plans, the level of duct lneuslation to be provided . Refer NREC See:, 1414.2 and Table 144, 1 "/„.. ,'nor le- 3. LIGHTING; 0 i_ _ / ,.L e-- q // a Ad) Show compliance (on plans) with Chapter 1$ (Lighting do Motors) of Wstalinaton State Non residential Energ ► Code, 1994, First Edition RECEIVED CITY OF TUKWILA JUL 1 3 1994 PERMIT CENTER c: R 0 B E R T r A S S O C I A T E S CONSULTING ENGINEERS June 21, 1994 A PROFESSIONAL 1000 NORTON 1311I4lING 110 SOUTH HOTEL STREET SERVICES 001 SECOND AVENUE SURE 202C CORPORATION SEATTLE, W'ASI IINGTON 98104 HONOLULU, HAWAII 00013 TELF.PIIONE:(206)621 -1003 TEMPI IONE:(808)533.0090 FAX: (206) 021 -0740 FAX 11100) 545 -2200 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RECEIVED JUN 2 21994 COMMUNITY DEVELOPMENT Attention: Duane Griffin Reference: 94- T-07/94102 -07 (Electrical Distributing Inc.) Dear Mr. Griffin: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow: 1. The drawings containing structural information must be sealed by the engineer of record. 2. The architectural drawings show a storefront window system on the northeast and southwest ends of the building. Provide information on the structural drawings for our review. For example, Sections 6/A4 and 7/A4 refer to the structural drawings for information, however, the structural drawings do not provide this information. 3. Please explain the loading condition used for the first beam diagram shown on page L3 of the calculations (considering wl, w2, and a 0.138 klf uniform load). Is there part of the future mezzanine beipg considered? Be specific to clarify. 4. Regarding the special nailing at the roof diaphragm, clarify Structural Notes on S4 to call for blocking. 5. Section 2/S5 calls for 4x stiffeners at LTT straps and 2x's at other locations. The Roof Framing Plan, Sheet S2, calls for 4 x 6 subpurlins at these locations. Please clarify /revise the note in Section 2/S5. 6. The drag strut connection along Grid C at 4 is adequate for 46.3k; however, the GLB -to -GLB connection at Grid C5 appears inadequate for the collected force at that location. Provide clarifying calculations and drawings to verify adequacy. 7. The wall along Grid 2 should be provided with a drag strut between Grids C and E adequate for the collected force. Additional calculations and drawings should be provided. 94 -T- 07/94102 -07 (Electrical Distributing Inc.) June 21, 1994 Page 2 8. Per page L3 of the calculations, a total lateral force along Grid H of 39.1k was calculated (20k collected between Grids 5 and 8 and 19.1k collected between Grids 2 and 5). Where are the calculations that analyze the effects of these shear forces on these concrete panels? 9. Page L14 of the calculations requires (4) #t9 bars top and bottom at the grade beam along Grid 5 between Grids H and J. The drawings only call for (4) #I9 top and (4) #t7 bottom. Coordinate the drawings with the calculations. 10. Clarify on the drawings the spacing of the shear wall connection shown in Section 8/S6. Also, does this detail apply at all panels, typically? Please clarify drawings. 11. Provide the detail reference in Section 3/S6. 12. An incorrect detail reference is shown in the note on Section 7/S6. 13. Section 9/S4 is cut at the screen wall between Grids A and C at the northwest end of the building. There is reference to a 2' -0" x 2' -0" spread footing; please clarify. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calcula- tions, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crystal Kolke CK /jw:1 cc: Ferrari Design Group Architects 12277 - 134th Court NE #203 Redmond, WA 98052 -2433 R 0 B E R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS June 15, 1994 A PROFESSIONAL 1000 NORTON BUILDING 11(3 SOUFI1110TEL STREET SERVICES 1101 SECOND AVENUE SUITE 202C CORPORITION SEATTLE. WASHINGTON 90104 110NOLU1d1.11AWAII96813 TELEPHONE: 1206) 021 -1003 TELEPHONE: (000) 533- 61399 FAX: (20(3) 621 -0740 FAX: (800) 545 -2200 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Attention: Duane Griffin Reference: 94 -T- 06/94102 -06 (Homelife) Dear Mr. Griffin: lzWr`PIVED JUN 161994 DEVELOPMENT We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. The drawings and calculations are not sufficiently complete at this time. Please note that additional comments may arise once complete documents are submitted for our review. 1. The soils report reference on Sheet S1 should be more specific, referencing the date and job number for this project. 2. The Structural Notes should be revised to coordinate with the soils report. Page 3 of the soils report recommends that exterior footings be founded at least two feet below grade; the notes only call for eighteen inches. 3. Provide a dimension to the columns east of Grid B and west of Grid C at Grid 6A. 4. Provide calculations checking the adequacy of the 23" TJL's at the roof west of Grid F. They appear slightly inadequate. 5. Section 8/S6 is cut at the mezzanine, Sheet S3, at approximately Grid B6; this does not appear like it is the correct reference. 6. Provide calculations and additional detailing at the canopy areas. How are 4x beams being supported at the support south of Grid 8A? Verify loading at PSL 3 x 16 at the south end of the canopy. 7. Check the canopy areas for all applied wind forces. Provide additional details as necessary. 94 -T- 06/94102 -06 (Homelife) June 15, 1994 Page 2 8. Clarify loading used when calculating the 19' long east stair header and 8' long elevator header as shown in the calculations (this page is not numbered). Were both dead and live loads used? Clarify tributary area analyzed for their designs. 9. Sheet S1 sets parameters to use for the floor live load. Please clarify why 75 psf and 100 psf are both addressed. If only retail sales occur, 75 psf is permitted. However, if wholesale sales are intended, 100 psf is required per Table No. 23 -A, Item 19. Please clarify and revise calculations as necessary. 10. Provide calculations evaluating snow drift per the parameters established in Snow Load Analysis for Washington published by Structural Engineers Association of Washington. 11. Provide ICBO approved documentation verifying shear capacity of plywood sheathed metal stud shear walls. 12. Clarify spacing and adequacy of twist strap connection shown in Section 12/S6. Forces must be adequately transferred into the roof diaphragm through the 2 x 4 flat blocking shown in Section 12/S6. 13. Provide calculations evaluating chord forces at the upper roof and floor levels. Revise drawings as necessary to provide continuous chord members. 14. Lateral forces must be distributed per the tributary area method due to the flexible diaphragm at the floor and roof. The diagram in the calculations does not reflect the actual shape of the building. For forces at the floor level (considering the mezzanine floor and the low roof west of Grid F) the forces would more appropriately be distributed as follows: a) E/W direction - along Grids K, J.5, G, F, and Y. b) N/S direction - along Grids 1, 3.2, and 8. 15. Was the dead load of the concrete wall along Grid F considered when determining the shear force at the floor? 16. Drag struts are necessary to adequately distribute the applied forces at the floor level. Revise plans and provide details as necessary. 17. Forces from the upper roof need to be transferred into the walls directly below them. Clarify and revise calculations. 18. Evaluate the actual shape of the floor diaphragm. A large opening is shown between Grids C & D and 5.2 and 8. Evaluate this condition and provide details as necessary. 19. Evaluate metal studs for gravity loads and out -of -place forces. ROBERT FOSSATTI ASSOCIATES CONSULTING ENGINEERS jl 94 -T- 06/94102 -06 (Homelife) June 15, 1994 Page 3 ,..:' }�iir,Ti ,�-�'L::?' -: aL; :"[ X.!r..�,.�...�.... ' yJ ntt�4mrvr..:, F. �s:•. rtuar�f: �2ai.'-•,•T r" 9'» i'.Y9.`i:!5?7«Mt%rt.."^,+!.,�ry 20. Calculations need to support connection designs. For example, refer to the referenced details: a) 2/S6 and 4/S6 - Clarify diaphragm forces at this location and show adequacy of the force transfer at the step in the diaphragm. b) 3/S6 - Show that the connection of the metal stud wall to the existing concrete wall below is adequate for the applied shear forces. c) 15/S6 - Provide sufficient detailing at canopy. d) 1 /S7 - Show adequacy of connection for out -of -plane forces. Also, indicate embedment length of expansion bolts at the 4x ledger. e) 3/S7 and 4/S7 - Show adequacy of ledger connection for all applied loads. 21. Identify construction of existing concrete tilt -up panels. Show adequacy considering the above comments. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calcula- tions, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cry.tal Kolke CK /jf:1 cc: Turner and Associates 18420 - 24th Place NE Seattle, WA 98155 ROBERT FOSSATTI ASSOCIATES CONSULTING ENOINEERS C. City of Tukwila � '`: i��' .., i, ,•1:''f•� ''.�n; ?r it)•n, { {;.IO John W. Rants, Mayor Department of Community Development 0 Rick Beeler, Director May 25, 1994 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 94 -T -06: HomeLife (B94 -0197) Please do structural review per U.B.C., 1991 Edition. Sincerely, CtLIP Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431,3670 • Fax (206) 431-3665 4 TURNER & ASSOCIATES May 23, 1994, Mr Bob Benedicto Plans Examiner Dept. of Community Development Tukwila,WA 98188 RE: Fidelity Associates Remodel Dear Mr Benedicto, 18420 24th Place NE, Seattle, WA 98155 (206) 365 -7431 RECEIVED CITY OF TUKWILA MAY 2 3 1994 PERMIT CENTER As we have discussed in the past monthes on the telephone, this project is being submitted to your department for building permits. Thankyou for your time on the phone discussing the building code issues associated with this remodel project. This letter is meant to assist you in your review of the attached drawings and confirm my understanding of our interpretation of the 91 UBC relative to this project. The Fidelity Asssociates Remodel is located at 402 Strander Boulevard. The building is being converted from a warehouse use to a retail use, asnd so will remain a B -2 Occupancy. We are calling the project a Type IIIN Construction. As we discussed, the owner has elected to combined this property with the adjacent lot. This will allow him to build right up to the existing Computer City Building, as long as we provide him with an Area Separation Wall. Enclosed are the permit submittals on which you can find my area calculations based on separation on two sides for the entire building ( including Computer City) as a whole. We have discussed Table 5A, Table 17A, Chapter 17 and the associated refered section 2003. Thes were, I believe, our findings: EAST ELEVATION • The first floor East Wall adjacent to the Computer City building will be an Area Separation Wall, and it therefore will be 4 -hour fire rated. We will use the relocated existing 5.5" concrete panels (3 -hour) plus GWB on furring (1- hour). No openings are planned in this wall, and a parapet per section 1710 is required.( See Partition Types on Sht A5.3 and Wall Sections on Shts A4.1, A4.2, & A4.3 ). Mfr 13 C.om TtttaN • The second floor East Wall will be an Exterior Nonbearing Wall setback 10' from the first floor . It will be reduced to a Noncombustible nonrated wall as allowed in section 2003(a)(exception 1), because it is set back more than 40' from Andover Park East, The 11 columns supporting roof framing for this wall will be set inside and unattached to the wall, and as such will have no general requirement for fire resistance as described in Table 17A and footnote 1 of that Table for Structural Frames. 0,K. t4 r) ht ( -ta64. - 't0',,Gt2t et tot-1 <AD S 4ou0 c 4T ER iT e iq 4.04., �S .tea s n�+OV 1 olt Pt NORTH ELEVATION le is. a� • The first floor North Wall is an Exterior Bearing Wall with a 5.43' setback. The existing Q. tc9 fl and relocated concrete panels will provide a 2 -hour rating and be Non - combustible -as tI allowed in section 2003(a)(exception 3), because it falls in the area described it able 5A where openings are permitted (greater than 5'). No openings will be permitted within 5 and openings will be protected within 10' of the property line along the East 7 West Walls at the North property line (Table 5A). A parapet will be required per Section 1710. 'R�t�t��tONE R C P . • The second floor North Wall is an Exterior Nonbearing Wall with a 25.43' setback from � the propertyline, and so will be reduced to a Noncombustible 1 -hour rating as allowed in ✓U, k, Section 2003(a)(exception 2). The columns supporting roof framing for this wall will be set inside and unattached to the wall, and as such will have no general requirement for fire resistance as described in Table 17A and footnote 1 of that Table for Structural Frames. According to 2003 (b), HVAC or roof access openings in this wall will not have to be rated, because it is more than 20' from the propertyline. No parapet will be required per Section 1710(a)(exception B). WEST ELEVATION • The first floor West Wall is an Exterior Bearing Wall with a greater than 40' setback along it's entire length, and so will be reduced to a 2 -hour rating and be Noncombustible as allowed in 2003(3), because it is falls in the area described in Table 5A where openings are permitted (greater than 5'). All openings in this wall will be unpr ected per 2003(b) and Table 5A. No parapet will be required per Section 1710(a)(e eption B), however, one is provided as a result of the height of the reused concrete pan and the need to use them to screen the HVAC units. , t� Kh Fboi p-mocat�.�C.Ot me Ev 2 c 644(4cr) • The second floor West Wall is an Exterior Nonbearing Wall with a greater than 40' ?Pet -t VLC setback along it's entire length, and so will be reduced to Noncombustible and nonrated Marc —`tom construction as allowed in 2003(a)(exception 1), because of it's setback. The columns supporting the roof framing for this wall will be set inside and unattached to the wall, and as such will have no general requirement for fire resistance as described in Table 17A and footnote 1 of that Table. According to 2003 (b), HVAC or roof access openings in this wall will not have to be rated, because it is more than 20' from the propertyline. No parapet will be required per Section 1710(a)(exception B). SOUTH ELEVATION • The first and second floor South Wall is an Exterior Nonbearing Wall with greater than 40' setback along it's entire length, and so will be reduced to Noncombustible nonrated construction as allowed in 2003(a)(exception 1), because of it's setback. The columns supporting the second floor and roof framing for this wall will be set inside and unattached to the wall, and as such will have no general requirement for fire resistance as described in Table 17A and footnote 1 of that Table. According to 2003 (b), any openings in this wall will not have to be rated, because it is more than 20' from the propertyline. No parapet will be required per Section 1710(a)(exception B); however, one is being provided for architectural reasons. • The walls of the two entries which sit in front of the building along Gridline 9 will be considered as Exterior Nonbearing Walls, with a greater than 40' setback , and so will be reduced to a Noncombustible nonrated construction as allowed in 2003(a)(exception 1), because of it's setback. The soffits of these entries will be Noncombustible nonrated construction. All openings in this wall will be unprotected per 2003(b) and Table 5A. The concrete columns at these entries are load bearing and are solid concrete and therefore 2 -hour rated. The steel columns and wood beams above these concrete columns supporting the second floor and roof framing for this wall will be set inside and unattached to the wall, and as such will have no general requirement for fire resistance as described in Table 17A and footnote 1 of that Table. Thankyou in advance for your time reviewing these meeting notes. Please let me know if anything is wrong or needs further explanation. Sincerely, .A)(Z Howard R. Turner, AIA encl: permit submittals cc :Ratti, Swenson, Perbix Fidelity Associates MAY 23 '94 14:33 2ND AUE TRICK & MURRAY 1 206 623 1825 TO: 2064313665 P01 'te- CTSL SC aine V-+ ■y itte KtAsx7 koT CwSatiu? 4104 •1 REGISTERED ARCHITECT HOWARD R, TURNER STATE OF WASHINGTON 5i23/gq, RECEIVED CITY OF TUKWILA MAYS, 2 3 1994 ''PERMIT CENTER BUSH, ROED & HITCHINGS, INC. BRH DATE: Civil Engineers and Land Surveyors TELECOMMUNICATIONS COVER SHEET 0,/q4 PAGES: ii-- / (Including this Cover Page) PLEASE DELIVER THIS TRANSMISSION TO: RECEIVED 2 4 1994 COMMUNITY ` )[ VELOPMEN T NAME: T7 e-1,-) k aE IAA l LL B OFFICE: (IL-cc(' O FAX/TELECOPY #:' - ZCONFIRMATION #:__ THIS DOCUMENT IS FROM: .� SECRETARY: BRH JOB NO.: 973 Z av ADDITIONAL MESSAGE: 5 Z3 7�L�t,�?zSio-.) 4s WE rj/SCUS5? /� O 4 � /!�Y TAE w vc Y #o#U 5Cb7a1' 7 1141 D nr3, J roe 774E /6& reVelitei t' r P— . 7-/ 144oi't1 4't2dU W ILL 1-4 we ti-E7, 70 n‘ PE -E7 o e` orzr'r` .. IF ANY OF THESE PAGES ARE NOT LEGIBLE, OR IF CONTACT OUR OPERATOR AS SOON AS POSSIBLE ( 23/ PA ES, PLEASE NCO -THIS FACSIMILE MESSAGE AND THE ATTACHMENTS ARE PRIVILEGED AND CONFIDENTIAL AND /OR CONTAIN PRIVILEGED AND CONFIDENTIAL INFORMATION INTENDED FOR THE USE OF THE ADDRESSEE LISTED ABOVE IF YOU ARE NEmImIER THE INTENDED RECIPIENT NOR THE EMPLOYEE OR AGENT RESPONSIBLE FOR DELIVERING THIS MESSAGE TO THE INTENDED RECIPIENT, YOU ARE HEREBY NOME= THAT ANY DISCLOSURE, COPYING, DISTRIBU110N OR THE TANG OF ANY ACTION IN RELIANCE ON THE CONTENTS OF THLS TELECOPItD INFORMATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS TZLECOPY IN ERROR, PLEASE IM EOIATZLY NOTIFY US BY TELEPHONE TO ARRANGE FOR THE MATE RETURN OF THE ORIGINAL TRANSMISSION TO US. moors 2009 Minor Avenue East, Seattle, Washington 98102 -- Phone 206/323-4144; Fax 206/323 -7135 ELECTROMATIC REFRIGERATION Sr. AIR CONDITIONING , iii. iiiPl 't "i`1.' :aJI s'+ May 23, 1994 Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 i Lk.) -• • To Whom It May Concerns Per Ken Nelson's telephone conversation on May 12, 1994, we at Electxomatic Sales & Service, have proceeded to calculate the overall Building Envelope based on table 5 -2 of the 1992 Washington State Energy Code. Enclosed you will find how we arrived at finding the required insulation values that we propose to install. At the time of calculation, we were informed that the City of Tukwila had not yet adapted a form for the above mentioned and would review the format enclosed. Therefore, we are writing this letter as a remainder. Sincerely, ELEC y OMATIC SALES & SERVICE, INC. Shaun Clancy SClbgg Enclosure ELECTROMATIC SALES AND SERVICE, INC. 800 MERGER STREET SEATTLE, WA 08100 (208) 824.3370 WAS HINQTON CONTRAOTORS L10, NE%.•EO•TI• * 233N Imo RECEIVED CITY OF TUKWILA MAY 2 3 1994 PORMIT CENTER ' 4104 1 66. rr<UI'I CLCl. l ttl.11'Irl l ! l', 'JHLL 4. bttiV I LJ y3t7 04 H, e1 REGISTERED ARCHITECT • HOWARD R. TURNER STATE OF WASHINGTON DATE /A/ PROJECT NAME : Sett 1°'$ ""J ADDRESS: PROJECT NUMBER; THERMAL PERFORMANCE CRITERIA HEAT TYPE: ❑ ELECTRICAL RESISTANCE CLIMATE ZONE :X I g OTHER 0 II OUTSIDE AIR • ..sg [NSIDE AIR - 22o DT • 47 - - ' ASSEMBLY FROM TABEL V L E' A (SO.FTREA . ) UxA UxAxDT WALL ar /6 0j f.,C'4 '.0 "!aC, .. +fd !o T' vac, CEILING /ROOF Q 3/ 000 „_. /I0 g'S-' FLOOR * os4 c g' COO /940 CR [ TER [ A TOTAL D. Qt / SLAB PERIMETER 1NSULATION' R- _a_ 'From Lobles 4-1, 4 -2, Washington State Energy Code PROPOSED DES I ON ASSEMBLY U I 1 ) AREA (1 ) UxA UxAxOT WALL 44! r a 3S- ; 6.5- ",. c V l NDOWS .• S.0 $fa cad 0 DOORS. el.. '.� ,? ?.5- $ . • i lkiElWill - - ROOF /CEILING • 0 1,7 3/ 0 ©o G ir4: mi= NM SKYLIGHTS A FLOOR .► or g8 4 c 00 /YGo 49 1100 __ _ PROPOSED TOTAL t 2) ola $' / I NSULAT II ONE(3R) (1 I CALCULATED (2) PROPOSED TOTAL MUST SE EOUAL TO OR LESS THAN THE CRITERIA TOTAL 13) MUST BE EQUAL TO OR GREATER THAN THE CRITERIA R-VALUE TOTAL P. ©1 riHr- �J -t�J74 08;2? • e# yr rr ," P1iv,,00,1 , -II . "a►storIq.kon 93657504 P.03' ELEMENT : dVJL5 CaNA ki of sls"40*2r1 FRAMING RAT 10 (I F APPL I CABLE ) = .a. -Mehl sititc14 e /4 Q C MATERIAL I CKNESS IkINCHES R VALUE/ THICKNESS R VALUE SOLID R VALUE CAVITY s'�cr�7/t tic . A' - F,'p,i •l7 x-41I Z sk/4kon 51,E 4pckfJ _ ,. • - ._. ' Nvtioccl 3 : :.f -,4' bit,.;. SUMMATION OF R - VALUES U = i /R ,_, ,• , • Q}, U VALUE FOR ELEMENT ( AVERAGE ) NET AREA OF ELEMENT HOWARD R. TURNER STATE OF WASHINGTON orir-4LJ-ij:.04 •6.cr iiL as6mmQ- iU —v...)bp(DV.14 r.u4 ELEMENT FAX/4S11,9__Wet Cr#14-ersi'or) FRAM I NG RATIO ( IF APPL I CABLE ) = P.7'a =KVA 10 "ha r) MATER I AL TH CKNESS IN INCHES R VALUE/ TH I CKNESS R VALUE SOLID R VALUE CAVITY .7.4k 4 AAL4'r____6,62 , . 241k '1 14 12:--5?___MIstil4i1iA ; . 0 # ----------------- __________ SUMMATION OF R - VALUES U - 1/R do 7 U VALUE FOR ELEMENT ( AVERAGE ) = • Ar7 NET AREA OF ELEMENT 4104 REGISTERED ARCHITECT 11Kat HOWARD R. TURNER STATE OF WASHINGTON YJC1 • *co I RUI' 11 1 t 1. • Ht-t bEkV I U ; . yJb�'fl)4 i�.195' ELEMENT; .0 e Z woo Ft fsez R 1 m z AAA try.... e/ttJC�af FRAMING RATIO (IF APPLICABLE) = .44 Ao 444 my ft- 17 514 140 MATE{IAL IUICNCHES THICKNESS SOLID CAVITYE Si4e, / tr- rY 'in1' 401% Ar— p m ce '40 S45 1 , R •'E Wool) _ I ME 4 PEE/. tit t3a4+0 . 5"- 1. SUMMATION OF R-VALUES U a 1 /R 2.).T5 .091 U VALUE FOR ELEMENT (AVERAGE) = t4).17 NET AREA OF ELEMENT 4104 REGISTERED ARCHITECT RD R. %DRVER S 'A1'E o VJOHIt:GT '4 ELLCTROMATIC SALES & SVC 800 MERCER STREET SEATTLE, WA 98109 QUICK COMMERCIAL HVAC LOADS PROGRAM CLIMATE DATA: DESIGN MONTH AUGUST JUNE JULY SEPTEMBER JANUARY FEBRUARY WINTER OUTDOOR DRY BULB PROJECT: CLIENT: DATE: DESIGNER: OUTDOOR INDOOR INDOOR WET BULB REL.HUM DRY BULB 86 68 50% 75 84 66 50% 75 88 69 50% 75 80 65 50% 75 54 48 50% 70 59 50 50% 70 21 0 50% 70 GENERAL PROJECT INFORMATION: PROJECT FILE NAME: PROJECT LOCATION: BAROMETRIC PRESSURE: ALTITUDE: NORTH LATITUDE: MEAN DAILY TEMPERATURE RANGE: ATMOSPHERIC CLEARNESS FACTOR: GROUND REFLECTANCE: STARTING TIME FOR HVAC LOAD CALCULATIONS: ENDING TIME FOR HVAC LOAD CALCULATIONS: FLOOR HEAT LOSS COEFFICIENT: NUMBER OF UNIQUE ZONES IN THIS PROJECT: BUILDING DEFAULT VALUES: CALCULATIONS PERFORMED: LIGHTING REQUIREMENTS: EQUIPMENT REQUIREMENTS: PEOPLE SENSIBLE LOAD MULTIPLIER: PEOPLE LATENT LOAD MULTIPLIER: ZONE SENSIBLE SAFETY FACTOR: ZONE LATENT SAFETY FACTOR: ZONE HEATING SAFETY FACTOR: PEOPLE DIVERSITY FACTOR: SEARS HOMELIFE NIC 02/17/94 BRYAN RIPLEY, GRAINS DIFF. 9.61 2.57 11.70 4.02 -14.58 -15.42 0.00 A:HOMELI2N TUKWILA 29.491 IN.HG. 400 FEET 47 DEGREES 26 DEG.F 1 20 PERCENT 7 AM 10 PM 0 BTUH /FT -F 4 IN /OUTDOOR CORRECTION -9 - 11 -7 - 15 - 36 -31 BOTH HEATING AND COOLING LOADS 4.50 WATTS PER SQUARE FOOT 0.00 WATTS PER SQUARE FOOT 250 BTU PER PERSON 250 BTU PER PERSON 0% 0% 0% 100% ALL DESIGN DATA TAKEN FROM THE 1989 ASHRAE HANDBOOK OF FUNDAMENTALS ‘%.,4ti104 REGISTERED ARCHITECT rw fam! wk.", H0 ► .. TURNEPT STATE OF WASHINGTON . * *k * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 2 * * * * * * * * * * * * * * * * * * * * * * * * ** AIR HANDLER INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** AIR HANDLER # 1 INPUT DATA: AIR HANDLER DESCRIPTION: PACKAGED UNIT TERMINAL TYPE: CONSTANT VOLUME SUPPLY FAN TYPE: BUILT -IN PACKAGED. UNIT CALCULATIONS PERFORMED: BOTH HEATING AND COOLING LOADS NUMBER OF TIMES SYSTEM OCCURS: 1 LEAVING COOLING COIL TEMP. ( DEG.F): 55 LEAVING HEATING COIL TEMP. ( DEG.F): 110 COMBINED FAN,MOTOR EFFICIENCY ( %): 60 STATIC. PRESS. ACROSS FAN (IN W.G): 0.700 SUMMER SUPPLY DUCT TEMP. RISE (DEG.F): 0.000 SUMMER RETURN DUCT TEMP. RISE ( DEG.F): 0.000 CHILLED WATER TEMP.DIFFERENCE ( DEG.F): 0.000 HOT WATER TEMP.DIFFERENCE (DEG.F): 0.000 COOLING VENTILATION METHOD: 3 COOLING VENTILATION VALUE: 0.300 CFM PER SQ.FT COOLING INFILTRATION METHOD: 0 COOLING INFILTRATION VALUE: 0.000 HEATING VENTILATION METHOD: 3 HEATING VENTILATION VALUE: 0.300 CFM PER SQ.FT HEATING INFILTRATION METHOD: 0 HEATING INFILTRATION VALUE: 0.000 VENTILATION IS 100% OF SUPPLY AIR: NO * * * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 3 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE # 1: 2ND FLOOR SALES (L5600 SF) AIR HANDLER NUMBER: 1 ZONE LENGTH (FEET) : 130.0 LIGHTING WATTS: PER.SF 70200 NO. OF PEOPLE IN ZONE: DIRECT 120 CEILING HEIGHT (FEET): 12.0 SEN.SAFETY FACTOR ( %): 0 SEN.HEAT PER PERSON (BTU): 250 CLG VENTILATION CFM: 0 HTG VENTILATION CFM: 0 CLG. SQFT EXPOSED TO PLENUM: 15600 LAT. BTUH EQUIP LOAD: 0 ROOF ASHRAE # U- FACTOR 1. 10 0.047 WALL ASHRAE-G U- FACTOR 1. B 0.056 2. B 0.056 3. B 0.056 4. B 0.056 LENGTH 130.0 HEIGHT 12.0 12.0 12.0 12.0 ZONE OCCURRENCES: ZONE WIDTH (FEET): EQUIPMENT WATTS: EXHAUST AIR CFM: HTG.SAFETY FACTOR ( %): LAT.SAFETY FACTOR ( %): LAT.HEAT PER PERSON (BTU): CLG INFILTRATION CFM: HTG INFILTRATION CFM: EXPOSED FLOOR SLAB EDGE -FT: HTG. & CLG. LOADS CALCULATED 1 120.0 DIRECT 1500 0 0 0 250 0 0 WIDTH ROOF -AREA SUSP.CEIL 120.0 15600.0 YES WIDTH WALL -AREA DIRECTION 120.0 1440.0 130.0 1560.0 120.0 1440.0 130.0 1560.0 S W N E 0.0 COLOR DARK COLOR LIGHT LIGHT LIGHT LIGHT * * * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 4 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE # 2: 1ST FLOOR SALES (15340 SF) AIR HANDLER NUMBER: ZONE LENGTH (FEET): LIGHTING WATTS: PER.SF NO. OF PEOPLE IN ZONE: DIRECT CEILING HEIGHT (FEET): SEN.SAFETY FACTOR ( %): SEN.HEAT PER PERSON (BTU): CLG VENTILATION CFM: HTG VENTILATION CFM: CLG. SQFT EXPOSED TO PLENUM: LAT. BTUH EQUIP LOAD: WALL 1. GLASS 1. ASHRAE -G B CONSTRUC HEAVY U- FACTOR 0.056 U- FACTOR 0.560 1 ZONE OCCURRENCES: 118.0 ZONE WIDTH (FEET): 69030 EQUIPMENT WATTS: 100 EXHAUST AIR CFM: 12.0 HTG.SAFETY FACTOR ( %): O LAT.SAFETY FACTOR ( %): 250 LAT.HEAT PER PERSON (BTU): O CLG INFILTRATION CFM: O HTG INFILTRATION CFM: 15340 EXPOSED FLOOR SLAB EDGE -FT: O HTG. & CLG. LOADS CALCULATED 1 130.0 DIRECT 2000 0 0 0 250 0 0 HEIGHT 12.0 GLS.AREA 400.0 WIDTH 130.0 SHD.COEF 0.870 WALL -AREA DIRECTION 1560.0 S INT.SHADE REFERENCE NO WALL 1 0.0 COLOR LIGHT * * * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 5 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE # 3: BACK OFFICE & LUNCH AIR HANDLER NUMBER: ZONE LENGTH (FEET): LIGHTING WATTS: DIRECT NO. OF PEOPLE IN ZONE: DIRECT CEILING HEIGHT (FEET): SEN.SAFETY FACTOR ( %) SEN.HEAT PER PERSON (BTU): CLG VENTILATION CFM: HTG VENTILATION CFM: CLG. SQFT EXPOSED TO PLENUM: LAT. BTUH EQUIP LOAD: (2080 SF) 1 ZONE OCCURRENCES: 32.0 ZONE WIDTH (FEET): 5500 EQUIPMENT WATTS: 22 EXHAUST AIR CFM: 10.0 HTG.SAFETY FACTOR ( %): O LAT.SAFETY FACTOR ( %): 250 LAT.HEAT PER PERSON (BTU): O CLG INFILTRATION CFM: O HTG INFILTRATION CFM: 2080 EXPOSED FLOOR SLAB EDGE -FT: O HTG. & CLG. LOADS CALCULATED 1 65.0 DIRECT 1500 0 0 0 250 0 0 ROOF ASHRAE # U- FACTOR LENGTH 1. 10 0.047 32.0 WALL ASHRAE -G U- FACTOR HEIGHT 1. B 0.056 10.0 2. B 0.056 10.0 WIDTH 65.0 WIDTH 65.0 32.0 ROOF -AREA 2080.0 WALL -AREA 650.0 320.0 SUSP.CEIL NO DIRECTION N E 0.0 COLOR DARK COLOR LIGHT DARK . * * * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 6 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZONE # 4: SMALL BLD. NEXT SEAR (5670 SF) AIR HANDLER NUMBER: ZONE LENGTH (FEET): LIGHTING WATTS: PER.SF NO. OF PEOPLE IN ZONE: DIRECT CEILING HEIGHT (FEET): SEN.SAFETY FACTOR ( %) : SEN.HEAT PER PERSON. (BTU): CLG VENTILATION CFM: HTG VENTILATION CFM: CLG. SQFT EXPOSED TO PLENUM: LAT. BTUH EQUIP LOAD: ROOF 1.� WALL 1. 2. 3. GLASS 1. ASHRAE # U- FACTOR 10 0.047 ASHRAE -G U- FACTOR B 0.056 B 0.056 B 0.056 1 ZONE OCCURRENCES: 90.0 ZONE WIDTH (FEET): 25515 EQUIPMENT WATTS: 60 EXHAUST AIR CFM: 14.0 HTG.SAFETY FACTOR ( %): 0 LAT.SAFETY FACTOR ( %): 250 LAT.HEAT PER PERSON (BTU): O CLG INFILTRATION CFM: O HTG INFILTRATION CFM: 5670 EXPOSED FLOOR SLAB EDGE -FT: 0 HTG. & CLG. LOADS CALCULATED 1 63.0 DIRECT 1500 0 0 0 250 0 0 LENGTH 95.0 HEIGHT 14.0 14.0 14.0 WIDTH ROOF -AREA 65.0 6175.0 WIDTH WALL -AREA 71.0 994.0 90.0 1260.0 63.0 882.0 CONSTRUC U- FACTOR GLS.AREA SHD.COEF INT.SHADE HEAVY 0.560 280.0 0.870 NO 0.0 SUSP.CEIL COLOR NO DARK DIRECTION COLOR S LIGHT W LIGHT N LIGHT REFERENCE WALL 1 * * * * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 7 * * * * * * * * * * * * * * * * * ** DETAILED PROJECT ZONE LOAD CALCULATIONS * * * * * * * * * * * * * * ** LOAD DESCRIPTION UNIT -SC- CLTD U.FAC SEN. LAT. HTG. HTG. QUAN CFAC SHGF -CLF- GAIN GAIN MULT. LOSS 1. 2ND FLOOR SALES SYS# 1 PEAK TIME 9 PM JUL. (130 X 120) = 15600 SF ROOF -10- SUSP.0 -D 15600 1.000 34 0.047 24929 S. WALL -B -L 1440 0.650 19 0.056 798 W. WALL -B -L 1560 0.650 21 0.056 978 N. WALL -B -L 1440 0.650 7 0.056 169 E. WALL -B -L 1560 0.650 20 0.056 922 LIGHTS 70200.00 1.000 100% 3.410 239382 EQUIPMENT 1500.00 1.000 3.410 5115 0 PEOPLE 120.00 1.000 250/250 30000 30000 TOTAL �:/ . 4' ur 2. 1ST FLOOR SALES SYS# 16 PEAK TIC E 1 PM FE S. WALL -B -L 1160 0.650 -9 0.056 -1085 S. GLS -TRANS 400 1.000 -19 0.560 -4256 H- NS -SOLAR 400 0.870 250 0.560 48720 LIGHTS 69030.00 1.000 100% 3.410 235392 EQUIPMENT 2000.00 1.000 3.410 6820 PEOPLE 100.00 1.000 250/250 25000 25000 3 /oiYe Nn ;t* Cr. 3711/148,4) 3 TOTAL ' .. / 2 ��, �n Nhi 3. BACK OFFICE & LUNCH SYS# 1 PEAK TIME 7 PM 2.303 35927 2.744 3951 2.744 4281 2.744 3951 2.744 4281 30,000 52,391 (118 X 130) = 15340 SF 2.744 3183 27.440 10976 0 ROOF- 10- NO.CLG -D N. WALL -B -L E. WALL -B -D LIGHTS EQUIPMENT PEOPLE l TOTAL 20. 3 rail 111-36. statist-) 5,500 7,452 4. SMALL BLD. NEXT SEAR SYS# 1 PEAK TIME 3 P Tit. (90 X 63) = 5670 SF 2080 1.000 44 0.047 650 0.650 6 0.056 320 1.000 21 0.056 5500.00 1.000 100% 3.410 1500.00 1.000 3.410 22.00 1.000 250/250 25,000 14,159 (32 X 65) = 2080 SF 2.303 4790 2.744 1784 2.744 878 4301 53 376 18755 5115 0 5500 5500 ROOF- 10- NO.CLG -D S. WALL -B -L W. WALL -B -L N. WALL -B -L S. GLS -TRANS H- NS -SOLAR LIGHTS EQUIPMENT PEOPLE TOTAL 6175 1.000 22 0.047 6385 714 0.650 12 0.056 186 1260 0.650 4 0.056 -39 882 0.650 -3 0.056 -252 280 1.000 5 0.560 784 280 0.870 177 0.500 21559 25515.00 1.000 100% 3.410 87006 1500.00 1.000 3.410 5115 60.00 1.000 250/250 15000 • - To i NA I'* Z- 7 Yz Ton GGn ifs (NW 4106 0 15000 15,000 2.303 14221 2.744 1959 2.744 3457 2.744 2420 27.440 7683 29,740 * * *. * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 8 * * * * * * * * * * * * * * * * * * * * * ** AIR SYSTEM # 1 ZONE SUMMARY * * * * * * * * * * * * * * * * * * * * * * ** ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG.CFM NO. PEAK TIME & MONTH AREA 0.A. CFM O.A. CFM EXH. CFM CFM /SF. CFM /SF. 1 2ND FLOOR SALES 15600 52,391 302,293 30,000 5,862 13,393 9 PM JULY 4,680 4,680 0 0.38 0.86 2 1ST FLOOR SALES* 15340 14,159 310,591. 25,000 1,584 13,760 1 PM FEBRUARY 4,602 4,602 • 0 0.10 0.90 3 BACK OFFICE & LUNC 2080 .7,452 34,100 5,500 834 1,511 7 PM JULY 624 624 0 0.40 0.73 4 SMALL BLD. NEXT SE 5670 •29,740 135,744 15,000 3,327 6,014 3 PM AUGUST 1,701 1,701 0 0.59 1.06 ZONE PEAK TOTALS TOTAL ZONES: 4 38,690 103,742 782,728 75,500 11,607 34,678 11,607 11,607 0 0.30 0.90 * * * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 9 * * * * * * * * * * * * * * * * * * ** AIR SYSTEM # 1 TOTAL LOAD SUMMARY * * * * * * * * * * * * * * * * * * * ** AIR HANDLER DESC: PACKAGED UNIT WITH CV (PROPORTION) TERMINALS SENSIBLE HEAT RATIO: 0.91 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 3 PM IN JULY OUTDOOR CONDITIONS: 88 DB, 69 WB, 77.30 GRAINS INSIDE: 75 DB, 50% RH BECAUSE OF THE DIVERSITY IN ZONE, PLENUM, AND VENT. LOADS, THE ZONE SENSIBLE PEAK TIME IN AUGUST AT 3 PM IS DIFFERENT FROM THE TOTAL SYS. PEAK TIME HENCE, THE AIR SYSTEM CFM WAS COMPUTED USING A ZONE SEN. LOAD OF 751,960 SUMMER: VENT CONTROLS OUTSIDE AIR WINTER: VENT CONTROLS OUTSIDE AIR ZONE SPACE SEN.LOSS: INFILTRATION SEN.LOSS: OUTSIDE AIR SEN.LOSS: 103,742 BTUH O BTUH ( 0 CFM) 605,416 BTUH ( 11,607 CFM) TOTAL SYSTEM SEN.LOSS: 709,158 BTUH SUPPLY AIR: 103,742 / (0.986 X 1.08 X 8.4) ( 11,607 CFM) WINTER VENT OUTSIDE AIR (100% OF SUPPLY): ( 11,607 CFM) ZONE SPACE INFILTRATION DRAW -THRU FAN SUPPLY DUCT SEN.GAIN: SEN.GAIN: SEN.GAIN: SEN.GAIN: 751,764 BTUH O BTUH ( O BTUH O BTUH 0 CFM) TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: SUPPLY AIR: 751,960 / (0.986 X 1.1 X 20) = ( 34,678 CFM) SUMMER VENT OUTSIDE AIR (33.47% OF SUPPLY): ( 11,607 CFM) RETURN DUCT SEN.GAIN: RETURN PLENUM SEN.GAIN: OUTSIDE AIR SEN.GAIN: BLOW -THRU FAN SEN.GAIN: O BTUH O BTUH 163,595 BTUH ( 11,607 CFM) O BTUH TOTAL SEN.GAIN ON RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT.GAIN: 75,500 BTUH INFILTRATION LAT.GAIN: 0 BTUH ( 0 CFM) OUTSIDE AIR LAT.GAIN: 91,057 BTUH ( 11,607 CFM) TOTAL LAT.GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM SENSIBLE AND LATENT GAIN: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 751,764 BTUH 163,595 BTUH 915,359 BTUH 166,557 BTUH 1,081,916 BTUH 90.16 TONS ;pv ix. rj45MVS:..,,J,.�, * * * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 S * *R * * *O * * * * * * ** AIR SYSTEM # 1 ZONE /SENSIBLE LOAD PROFILE * * * * * * * * * * * * * * * ** * * * HOUR MONTHLY AND HOURLY SYSTEM # 1 ZONE SENSIBLE LOAD PROFILE * AUGUST JUNE JULY SEPTEMBER JANUARY ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN FEBRUARY * ZONE.SEN * 1 AM 2 AM 3 AM 4 AM 5 AM 6 AM 7 AM 8 AM 9 AM 10 AM 11 AM 12 PM 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM 10 PM 11 PM 12 * AM O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 694020 694141 701278 677827 620494 695561 694830 702198 680095 623277 701466. 698747 706652 687698 632082 711817 706541 715141 700232 646159 725027 716914 726283 715871 663513 737124 726739 736723 729907 678920 747451 735648 746014 741447 691319 751506 739987 750278 745260 694960 751960 741857 751764 744497 693341 7499.08 741793 751163 740749 688392 748013 741603 750511 737401 684013 746316 741324 749846 734488 680244 742123 738839 746900 728844 673570 738058 735904 743660 723805 667844 734287 732704 740302 719552 663247 729460 728445 735891 714238 657590 O 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 637938 640771 649701 663937 681470 697019 709506 713131 711423 706348 701864 698006 691224 685428 680797 675104 0 0 . *' * * ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY YORK INTERNATIONAL INC. * * * * ** ELECTROMATIC SALES & SVC SEATTLE, WA 98109 SEARS HOMELIFE 02/17/94 PAGE 11 * * * * * * * * * * * * * * * * * * * * * * ** TOTAL BUILDING LOAD SUMMARY * * * * * * * * * * * * * * * * * * * * * ** BUILDING PEAKS IN JULY AT 3 PM BLDG. LOAD AREA DESCRIPTIONS QUAN SEN. %TOT LAT. LOSS LOSS GAIN + SEN. GAIN = TOTAL %TOT GAIN GAIN ROOF WALL GLASS 23,855 10,986 680 54,938 30,145 18,659 7.75 4.25 2.63 O 26,649 O 2,245 O 44,670 26,649 2,245 44,670 2.46 0.21 4.13 SKIN LOADS 35,521 103,742 14.63 O 73,564 73,564 6.80 LIGHTING 170,245 EQUIPMENT 6,500 PEOPLE 302 PARTITION 0 VENT 11,607 11,607 INFL 0 0 DRAW -THRU FAN BLOW -THRU FAN SUPPLY DUCT RETURN DUCT O 0.00 O 0.00 O 0.00 O 0.00 605,416 85.37 O 0.00 O 0.00 O 0.00 O 0.00 O 0.00 0 0 75,500 0 91,057 0 0 0 0 0 580,535 22,165 75,500 0 163,595 0 0 0 0 0 580,535 53.66 22,165 2.05 151,000 13.96 O 0.00 254,652 23.54 O 0.00 O 0.00 O 0.00 O 0.00 O 0.00 BUILDING TOTALS 709,158 100.00 166,557 915,359 1,081,916 100.00 BUILDING SUMMARY LOAD DESCRIPTIONS SEN. %TOT LAT. LOSS LOSS GAIN + SEN. GAIN = TOTAL GAIN %TOT GAIN VENTILATION 605,416 85.37 INFILTRATION 0 0.00 ZONE LOADS 103,742 14.63 PLENUM LOADS 0 0.00 FAN & DUCT LOADS 0 0.00 91, 057 0 75,500 0 0 163,595 0 751,764 0 0 254,652 23.54 O 0.00 827,264 76.46 O 0.00 O 0.00 BUILDING TOTALS 709,158 100.00 166,557 915,359 1,081,916 100.00 QIJf" TOTAL BUILDING SUPPLY AIR (BASED ON A 20 TD): TOTAL BUILDING VENT AIR (33.47% OF SUPPLY): TOTAL CONDITIONED AIR SPACE: SUPPLY AIR CFM /SQ.FT. OF CONDITIONED SPACE: SQ.FT OF CONDITIONED AIR SPACE PER TON: TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 34,678 CFM 11,607 CFM 38,690 SQ.FT 0.8963 CFM /SQ.FT 429.1276 SQ.FT /TON 0.0023 TONS /SQ.FT 5-9/�> r (-50r1 / /II, 90.16 TONS • • CITY OF TUKWILA Id: ACTP130 Keyword: UACT User: 1671 05/24/94 Activity Maintenance - Valuation Calculator BUILDING PERMIT Permit No: B94 -0197 Tenant: HOMELIFE FURNITURE STORE Status: PENDING Address: 402 STRANDER BL Valuation Summary Occupancy Stores Type . Type III N Date of Table used: 04/01/1994 Factor Sq. Feet Valuation 41.18 24,688 1,016,651.84 Subtotal: 24,688 Multiplier 1.00: Addl Fixed Amount: Total Valuation: Enter factors or F2= Select Occupancy ESC =Exit Val Calc 1,016,651.84, 1,016,651.84 .00 1,016,651.84 PRE - APPLICATION PROCESS MEETING ATTENDANCE RECORD q":ITY OF TUKWILA `Department of Community Development - Building Division Phone: (206) 431 -3670 PRE - APPLICATION FILE NO. PRE93 -024 MEETING DATE: 3 -12 -93 6300 Southcenter Boulevard — #10l Tukwila Washington 9818 ROn s2_I.44 -Q PROJECT: ANDOVER DISTRIBUTION CENTER 0E01l_o1q TIME: 2:45 SITE ADDRESS: 402. STRANDER BL DATE CHECKLIST MAILED: 8-13-93 BY: DLM STAFF PRESENT CA Building (431 -3670) CO Fire (575 -4404) CO Planning (431 -3680) n Public Works (433 -0179) ❑ Parks & Rec (433 -1843) ❑ Police (433 -1804) a Permit Center (431 -3670) 2 Other: ( - ) NAMES / TITLES Duane Griffin/ Building Official, Mike Alderson/ Fire Chief (Asst) Ann Siegenthaler/ Associate Planner Ron Cameron /City Engineer Denise Millard /Permit Coordinator Rick Beeler/ Chairman APPLICANT / REPRESENTATIVES PRESENT Contact Person Name Kurt Jensen Company/Title . CDA Arc.hi tects Street Address 6608 216 ST SW Phone 206 771 -2300 Suite 100 City /State /ZipMontl ake Terrace WA 98043 Others Name Present Company/Title Phone Street Address Name Company/Title Street Address Name Company/Title Street Address Name Company/Title Street Address Name Company/Title.. Street Address City /State /Zip Phone City /State /Zip Phone City /State /Zip Phone City /State /Zip Phone City /State /Zip IPREAPPLICA1N CHECKLIST CITY OF TUKWILA` DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO.-r?- - 95.-06'y PROJECT: Prd D'Uke ) i \ CQnier MEETING DATE: - -(i) f TIME: ?)(:) SITE ADDRESS: LI "GQ, Q dERWMINEW fib 11 rrs,_ :: _',TtielottoWn commentsarebased;on.a preliminary review.. dditioinal,information maybe needed:: Otherreyu4ements /regulations may need to be met BUILDING DIVISION 1. Comply with the Uniform Building Code, 1991 Edition. 2. Comply with the Uniform Mechanical Code, 1991 Edition. // 05' ari44Mi'k.le.c.( 3. Comply with the Washington State Energy Code, 1991 Second Edition.0 Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, '-Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verity that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered retaining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (248- 6630). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296-4767; Permits: 296- 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296 - 4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). 18. 19. IX 20. Checklist prepared by (staff): Crifc Date: 37 /�? e PEKE- aPPLtGAADN CHECKLIST 1 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION – PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE-APPLICATION FILE nNO. cb MEETING DATE: • \ -LI PROJECT: CGtOV'PN( e Qrr\e( TIME: '?7U SITE ADDRESS: L4D SC1 ' . y i ) c) '' irk;,+ onnirents re *esed vn a retleiif frrievle , tloI #41y,trimeet ed: O1heerequirenieW /n*lhtibns4riay needto FIRE DEPARTMENT — Construction Information The City of Tukwila has adopted the 1991 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) '2. Fire hydrant will be required. (City Ord. #1626) S64--) 4 crf 7?., o' £4s7;4c, fit- dkti►v7S. 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. By line of vehicular travel a fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. IX„.4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1626) Maximum grade is 15% for all projects. Hose stations are required. (City Ord. #1626) LJ 7. A fire alarm system is required for this project. (City Ord. #1626) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1991 UFC. 8. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) itf 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. L J 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) I— 14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require aturn around. Fire Department access roads shall be not Tess than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1632). 17. Adequate fire flow availability will need to be demonstrated for this project. I j 18. Checklist prepared by (staff): • PRE- APPLICATIbN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 �2t' PRE - APPLICATION FILE NO i.�1'? Oacf PROJECT: =S-k Can MEETING DATE: - \ �� "� TIME:2:50 SITE ADDRESS: 1-4 ). ! ILA r � IrT_ir•13 CIIIIREO Thafi It ving wmthonis reb fsedaon a;prel minai*tiievielv:; '. Additional:informatlon gray ba needed Other requirements /rogulations;may.need to =be m 2-2 FIRE DEPARTMENT -- Inspections Underground fire line from vault to riser a. • Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover kr4. Fire alarm a. Acceptance test b. Fire Dept. approved plans 5. Hood and duct inspections a. installation b. Trip test 6. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit 7. Flammable liquid room a. Location b. Fire protection c. Permit 8. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width d. Fire Dept. approved plans e. Sprinkler head location and spacing e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans 9. Fire doors and fire dampers a. Installation b. Drop testing P/10. Fire final a. Fire Dept. access b. Building egress and occupancy load c. Hydrants d. Building address 11. Other: a. b c d. e. Checklist prepared by (staff): • )'/ Fire protection systems: (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers e. 9 —,o t .✓ • PRE— APFLICAAN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE- APPLICATION FILE NO 4'J' L) PROJECT: PIT-yip V,.r v3t- Cerrleir MEETING DATE: Q •1 TIME:g s 50 SITE ADDRESS: 4o L)iya nd e'- t- ; 1ii 4 dq l� uVlh �c m►r�errtsaiie a &i itiori f1onel�ihfgl n dm e o ybeet.r /grnsmay need to,be met 14 1. 2. PLANNIN G DIVISION -- Land Use Information Comply with Tukwila Municipal Code (zoning, and use, sign regulations, etc.) Obtain the following land use permits /approvals: Boundary Line Adjustment C--) Building Site Improvement Plan (1 Comprehensive Plan Amendment (_j Conditional Use Permit Design Review ) /6,7O0 Cdfl •za�u,.�. (J Design Review - Interurban Environmental (SEPA) (—i Planned Mixed Use Development ri Planned Residential Development (1 Rezone (ri Shoreline Management Permit Shoreline Management Permit Rev. �oss Li Short Subdivision Sign(s) „As Subdivision C-1 Unclassified Use C1 Variance CID Other: 3. Zoning designation: Site located in sensitive area? Yes INo C- C'v1 Zrnw FX4. Minimum setback requirements: Front: rjD Side: S Side: S Rear: 5 j5. Maximum Building Height: 45 Height exception area? Yes No 6. 7. I 8. 9. Minimufn parking stalls required:. /34_ Handicap stalls required: No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. Minimum landscaping required: Front: /5- Side: Side: G' Rear: 7'G ar ec sriQCU�e.k Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 4426 ov r larh 26,62' f frieee - :-'• c tr loiePtnu/* A •�z 13. 14. 15. 16. 17. 18. 19. 20. 2Ze e4sG.- ()AI/ 5'e44€744 • �� � r i fa %te 'Cccsfi; CGii6 %G '> �a Checklist prepared by (staff):._.y c� ?g-- -- �__�___ — .__�._ Date. ' �//.� PR CATION CHECLIST CITY OF TUKWILA AUG - 1993 DEPARTMENT OF COMMUNITY DEVELOPMENT TUKWILA 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION - PERMIT CENTER PUBLIC WORKS Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. 5'D PROJECT: Af Yi0 kiQr �rj"t- e -e4- MEETING DATE: 0 ".1a -1 TIME:0 / SITE ADDRESS: '4Ua 0-6( )(WO PUBLIC WORKS DEPARTMENT The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. 7 1. Apply for and obtain the following permits /approvals through the City's Permit Center: 7 Channelization /Striping /Signing 0 Sewer Main Extension (private) C75 Curb Cut/Access /Sidewalk (s e s% (—) Sewer Main Extension (public) CD ggesamtiaa (public) (71 Storm Drainage (see 111-/ f' /8) 73 Fire loop /Hydrant (main to vault)Z.vCD Water Main Extension (private) CD Flood Zone Control 409 n Water Main Extension (public) ( ) Hauling (2.000 Bond. Cert. Ins.)).,52,cr0 Water Meter (exempt) P--) Landscape Irrigation ('sue nr0...0 B4 5 Water Meter (permanent) '` ame7G 27 °Af () Moving an Oversized Load ED Water Meter (temporary) T3 Sanitary ry Side Sewer,,( Other: 44Wh A -7 P/N y 7 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 4. Water and sewer assessments may apply and will be determined during the utility plan review process. <s4.v non w4,-r'0c 2 5. Provide sidewalks per Ordinance Nos. 1158, 1217 and 1233, or obtain waiver. (Q zt 16 / 6. Provide Hydrological - Geotechnical analysis. `eN0 ..42.7-$.1./e/4 7. Provide erosion control plan as part of gamiippli41 permit application. 8. Identify building elevation above 100 year flood elevatipn per FIRM maps (use NGVD datum and recognized benchmarks). T-�p enara'�;an (qor c �k' {'o exis�i� naV,f c\,a,�e,, T,-i 9�is1r,j,,l Or. cnli RMc ,�,t'-, t•, P t� `�%AFo o 9. Provide traffic analysis /trip genratign study for: deer,,;. o cictb.�o.. \rue.. i 4\e con sal q , - s ay6 a —.2 0, \;51,■nen1 0 10. Provide developers agreement for: a c rd,5 ' A/ /gist. E}ranyr s, 11. Provide the following easements and maintenance agreements: v,i';.q. ihQ ra,1 a 7T1 Qw�s� Q S��� 5it�2w�tlk c-'� e e Fj r ec flc.- _fgc\I.C4tionaS 1 /1», 12. Provide r�a ter/ ewer.ayaiiability letters or certificat- from dist acts serving your development. 13. Obtain METRO Waste Discharge permit or appproval 684 -2300 . /�1t re0 .B.i.e.sw TS$- 1Jirci- RRA7 -,0, / rA7z9Gv 2 14. Complete and return to METRO (self a dressed and stamp provided). _J 15. Review the following City studies when designing your project and preparing your plan submittal: Eg 3. L_J 7 v V C3i YJ9G Tfi.o na�G�`�C'`g D r SrrJGGC ra'a�r „ o NNN1 16 V� ��er. gre r Lb s'� c„.74 �u CJPia JP.„;„0 %, P PC SW 'R) VAi /, 7 17 C-\r,a • • CS t \'V -) \°.1 i 0 Ci `tc; ,i. Orl r 15 CC 't1 is Co% ells 01Ac ; ' �;, 19. Si i'eeN - eeS et\0n SA Car r PQ r C- r Siae�w`�'a% E cce P lar. {$ 1 20. 9 CNO v' ►d,e QAS . mAea e. pkor, er rt+►at•vw, ,"ITC- ced w.. Q in v, yo, FY sawiz Q , ..f.rR). 4' ::: I:?=GC VA4Kf.9ss� r /CND erC NYG:P474/7494574/7/c,e . Checklist prepared by (staff) :.R,PneK,OArY, -- �- Date' ? //1. (. //3 ■•■ . PL4)/%6/ AO" AY.57;0L1.0r/0 Al A/FEZ) Alar es:LA'04,44/4/4- 4444Y 4/fr—c-ic-sr.4R7 ..r7e4132/..r// egr.40V74q.5% • +t PRE- APPL.ICAMN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. POLICE DEPARTMENT PRE - APPLICATION FILE NO. Pre 93024 PROJECT: ANDOVER DISTR.CTR. MEETING DATE: 8/12/93 TIME: 2:30 SITE ADDRESS: 402 Strdr Blvd CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Security Camera System: Recommend that a good quality surveillance video camera system be installed during construction. The cameras should have sufficient quality to be able to identify a subject from the video recorded tape. One security person can monitor several areas of concern with a surveillance video system. It is a deterrent to potential thieves and great for prosecution to have the actual crime on tape. 2. Security Alarm: Recommend installing a security alarm system during construction that would report a robbery in progress as well as a burglary in progress when the store is closed. 3. Restrooms: If the restrooms are open to the general public I recommend they not have false ceilings. There have been problems with subjects hiding in the ceiling area and then dropping down later to do robberies. Also ceiling areas have been used to hide merchandise wrappings. 4. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The Crime Prevention Unit should be contacted for, information'regarding correct hardware usage (433- 1823). 5. Windows: Consideration should be given to providing hardened, coverings for ground level windows where glass breakage would allow for access to building interiors by burglars. 6. Orientation of Windows: Windows should be located so that the parking lot area can be easily surveyed by employees inside the business. Also the windows should be located so that a patrol car passing by can easily survey inside the business, this helps reduce the opportunity for armed robberies. 7. Graffiti Prevention Program: It is important to win the war against the graffiti "artist" and keep your building attractive for customers. New non -stick anti - graffiti water -based or wax like coatings are now available to make an effective barrier against graffiti or other potentially staining substances. Contact the crime prevention unit 433 -1808. • 8. Lighting: Energy efficient security lighting is a relatively low- cost, yet extremely effective way to protect your business. A well- designed system will: Illuminate a security target. Burglars and vandals simply don't like light, preferring the cover of darkness for their dirty work. Create a psychological barrier. Alarms can frighten would -be intruders away once they've reached your building. Security lighting discourages them from even coming near in the first place. Provide people with a legitimate sense of security. Lighting protects not only you, but employees and customers. Help security people and police identify and capture criminals. Well- designed security lighting will help you meet these basic security objectives along with those that may be unique to your business. 9. Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and widow areas Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. Checklist prepared by T. Kilburg 433 -1823 8/12/93 PRE - APPLICATION PROCESS MEETING ATTEIIDANCE RECORD CITE' OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PRE - APPLICATION FILE NO. PRE93 -021 PROJECT: CONVERTPAK MEETING DATE: 7 -15 -93 TIME: 2:30 SITE ADDRESS: 402 Strander BL DATE CHECKLIST MAILED: 7_16-93 BY: DLM STAFF PRESENT ag Building (431 -3670) ® Fire (575 -4404) ® Planning (431 -3680) • Public Works (433 -0179) ® Parks & Rec (433 -1843) ❑ Police (433 -1804) ® Permit Center (431 -3670) ® Other: ( - ) NAMES / TITLES Duane Griffin /Building Official Steve Kohler /Fire Prevention Denni Shefrin /Associate Planner Phil Fraser /SeniorDevelopment Engineer Don Williams /Parks & Recreation Director Permit Coordinator /Denise Millard Rick Beeler /Chairman APPLICANT / REPRESENTATIVES PRESENT Contact Person Name Howard Turner Company/Title Turner & Associates Street Address 18420 24 PL NE Phone 206 365 -7431 City /State /Zip Seattle, WA 98155 Others Name Mary Ann Wiley Present Company/Title Owner /Fidelity Associates Street Address Phone 206 232 -6465 City /State /Zip Name Robert L Wiley • Phone 206 232 -6465 Company/Title Fidelity Associates /Managing Street Address 4 211 H o l l y Lane Name Lee Guillory Company/Title Seattle - Pacific Realty Street Address 1904 3 AV #710 Name Partner City /State /Zip Mercer Island, WA 98046 Phone 682 -3100 City /State /Zip Seattle, WA 98101 Phone Company/Title Street Address Name Company/Title Street Address City /State /Zip Phone City /State /Zip i:PRA- APPLtCATAN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. ? ', -Del PROJECT: 0.UY1u-P.r1- PAiC. MEETING DATE: "1 -15-13 TIME: a:'0 SITE ADDRESS: 4n- Mre.ndtr- f=�L he'fallowin bomalentSarebakeo/ Oaprellmtnary:review. di limit :informatlon'may be'needed: ' :Other`requiiementslrequlations may need 20 be met. X BUILDING DIVISION 1. Comply with the Uniform Building Code, 1991 Edition. 2. Comply with the Uniform Mechanical Code, 1991 Edition. 3. Comply with the Washington State Energy. Code, 1991 Second Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format), 4. Comply with Washington State Barrier Free Code, 1991 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered retaining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. X 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, starnped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: 1'917 ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries VN (248- 6630). >( PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296- 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296- 4787). IX FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). 18. 19. 20. Checklist prepared by (staff): Date: JA,_ r fPRE-APPLICATMN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. P,.e.Q3 -Oa 1 PROJECT: @_zru.o 'f PAK_ MEETING DATE: -i5- '2 TIME: ? :30 SITE ADDRESS: 4oa- Si,-ocrck - i-L L 1. ✓r2. iDr��aipreliminarj!'view:, � ulreme ntsllegulatloas.mayneed;to be. rret 1 FIRE DEPARTMENT -- Construction Information The City of Tukwila has adopted the 1991 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) Fire hydrants will be required. (City Ord. #1626) 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. By line of vehicular travel a fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #1626) 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1626) 5. Maximum grade is 15% for all projects. L 6. Hose stations are required. (City Ord. #1626) El7. A fire alarm system is required for this project. (City Ord. #1626) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. • 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) Z✓ 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1991 IJFC. L11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) V� 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. ✓ 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) LJ "14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10,207 as amended) Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) El16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1632). Adequate fire flow availability will need to be demonstrated for this project. Lf15. L ✓1 7. 18. Checklist prepared by (staff): A ffV Date 7/03 SRE- kPPLiCATAN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. 194e.c? . Da j PROJECT: COr\t ,r-4- Pak_ MEETING DATE: r1 -A5 -9 3 TIME: P-:30 SITE ADDRESS: LO D- `�4-retndo t- L. s• t f011oi f,� ,cpmmehts reJya; at- , ona. rellminitweview ; Addltlonal ;informatfotitmrmay;befteeded Other. requirements fregulationsmayneedtoie.met. Fl 2. FIRE DEPARTMENT- Inspections Underground fire line from vault to riser e. Hydrostatic test f. Fire Dept. approved plans g. Materials and test certificate a. Thrust block and rodding b. Type of pipe c. Depth of cover d. Flush Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover 4. Fire alarm a. Acceptance test b. Fire Dept. approved plans 5. Hood and duct inspections a. Installation b. Trip test 6. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit 7. Flammable liquid room a. Location b. Fire protection c. Permit 2/a [Zr 9' ICI 10. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width Fire doors and fire dampers a. Installation b. • Drop testing Fire final a. Fire Dept. access b. Building egress and occupancy c. Hydrants d. Building address d. Fire Dept. approved plans e. Sprinkler head location and spacing e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans e. Fire protection systems: (1) Halon systems load (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 11. Other: a. b e. c. d. '' g. Checklist prepared by (staff): _/_ . _ . _._. Date • 7 %5/93 ¶REAPPLICATIN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. rPt2C -q3 "b »l PROJECT: 0.-On Lk 4 'PAIL. MEETING DATE: 1 -)b-619, TIME :2''30 SITE ADDRESS: 4'O - 5. ta.(16 }/ L Tfr04010 v li Oitirnentkeie used.: gn:4a fir, 1.011 i4e.vi6 AddltlonaI Informatlbn maj ""bi tided. Otferrrei ilr0e.Oteregul3tion,9 may. need to the met;; PLANNING DIVISION -- Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) 2. Obtain the following land use permits /approvals: Boundary Line Adjustment 4190,.) 0 Rezone )- i4, &..pea,\ �D Building Site Improvement Plan 0 Shoreline Management Permit ri Comprehensive Plan Amendment ri Shoreline Management Permit Rev. Conditional Use Permit Design Review CD Design Review - Interurban Environmental (SEPA) -i=1 t/)Y 0 Planned Mixed Use Development Planned Residential Development n Short Subdivision (i Sign_(_s - Su bdiyisio} Unclassified Use 0 Variance CD Other: _ /Jute.0-011fArf Pays) Zoning designation: Site located in sensitive area? F-1 Yes � No Minimum setbactik requirements: Front C) Side:, Side: 5 Rear: Maximum r Building Height: Height exception area? I i Yes No Minimum parking stalls required: ,-'1 Gf Handicap stalls required: 7 No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. 8. Minimum landscaping required: Front: J51 Side: 5' Side: � Rear:__ 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submitt Ig_J' a') 121 ?'1 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 13. 14. - r���= v`�1't �} L rt.. j� C / ',�;,�, �i -C% t V f" 'L=1== t (- 71:t. -t" 15. " utJl "+--T\ & ) '� \ 16. J01.131. —Pc( -. 17. •_PlIN) S)rn InieLN EA, 1C j p r,U 19. •Q-q.GlAZ7 L '�?�t -►- 'i�- '� ,..� 20. )c." x�J%'�tc -�t rv, - Checklist prepared by (staff): Q• Vs I.2 Date' 7/J 24 Pre - Application for 402 Strander Blvd. - PRE93 -021 Staff has the following comments: 1. Describe reason for lot consolidation? Why is additional building area needed at proposed location rather than reduce equal area slated for demo. 2. Need Binding Site Improvement Plant (see subdivision code) to consider common walls on property lines (Chapter 17.16) if the owner wishes to separate lease areas. Otherwise, buildings would have to meet setbacks and landscaping. 3. Design Review (earliest agenda date: September 24. 4. Identify tenants if known. 5. Need joint access easement 6. Parking lot and building design: a. replace linear islands with landscape diamonds. Increase no. of trees at parking lot edge /buffer parking from Strander b. show recycling areas within trash collection area c. clarify fire access /use area - landscaping is required along the west property line (5 feet) d, improve pedestrian connections from sidewalk, parking to building entrances. e, avoid blank walls along bldg. facade! (fenestration; architectural elements, etc. landscaping alone would not be adequate) f. increase width of walkway abutting bldg. Strengthen arcade by adding more columns. g. second island north of driveway should be moved westward.m h. excess parking should be compact, especially where abutting landscape diamonds. i. recess doors at entries. •PRE��PE���CATION CHECKLIST CITY OF TUKWILA ,JUL - 81993 DEPARTMENT OF COMtv1UNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER TUKWILA PUBUe -WO S PRE - APPLICATION. FILE NO. 4.-E S- »1 . PROJECT: 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 MEETING DATE: 16-el 3 TIME: c ! J6 SITE ADDRESS: 'fOa aitA60 PUBLIC WORKS DEPARTMENT he following conments are based iota preliminary review., Additional information' may be needed. Other requirements /regulations'may need to be meta E Li Apply for and obtain the following permits /approvals through the City's Permit Center: (✓) Channelization /Striping /Signing (_✓) Curb Cut /Access /Sidewalk (-1 Excavation (public) ( ✓') Fire loop /Hydrant (main to vault) ( ) Flood Zone Control Cl/j Hauling (2.000 Bond. Cert. Ins.) (t) Landscape Irrigation O Moving an Oversized Load ( V) Sanitary Side Sewer (—) Sewer Main Extension (private) 0 Sewer Main Extension (public) C7) Storm Drainage (1) Water Main Extension (private) Water Main Extension (public) (7) Water Meter (exempt? ( - - - D Water Meter (permanent) Cl Water Meter (temporary) (-) Other: 2 Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 4. Water and sewer assessments may apply and will be determined during the utility plan review process. 5. Provide sidewalks per Ordinance Nos. 1158, 1217 and 1233, or obtain waiver. 6. Provide Hydrological - Geotechnical analysis. 7. Provide erosion control plan as part of grading /fill permit application. 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). r "9. Provide traffic analysis /trip generation study for: r'' 10. Provide developers agreement for: A, C ✓1. 11. Provide the following easements and maintenance agreements: ..l vm)/ i,e. (1 - .; •r.) /Y ;��:•:�; l y f 12. Propvide water /sewer availability letters or certificates from�dis ricts serving your development: pvoc „c 13. Obtain METRO Waste Discharge permit or approval (684 -23 0). , 14. Complete Industrial Waste Survey and return to METRO (self addressed and stamp provided). Li 15. Review the following City studies when designing your project and preparing your plan submittal: 20. G0O,CpJN A-rd W r rA fug .E/GA,rvv44- ////4.6"..0 ACC, 516 r!..liIr t ,;r 'I'I,y'','. 1' c^_t)y /,(' 1Iro 1 —1 c-; Ut (- ,��j�� /�� C,� 1)�t fl /,&/(.r- ('')7'/. (l eel I (710 tai Checklist prepared by (staff) Date. . / / /t; /`, ", CITY OF TUKWILA SPICE- APPLICATAN CHECKLIST DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. -1946-q�' lath PROJECT: on ;#" fcaL. MEETING DATE: c2.--16-9 '� TIME: 2? 3 O SITE ADDRESS: 14(i)cl -- 6 thi-s, rJ L The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. POLICE DEPARTMENT PRE - APPLICATION FILE NO. Pre 93021 PROJECT: Convert Pak MEETING DATE: 7/15/93 TIME: 2:30 SITE ADDRESS: 402 Strander CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Security Camera System: Recommend that a good quality surveillance video camera system be installed during construction. The cameras should have sufficient quality to be able to identify a subject from the video recorded tape. One security person can monitor several areas of concern with a surveillance video system. It is a deterrent to potential thieves and great for prosecution to have the actual crime on tape. 2. Security Alarm: Recommend installing a security alarm system during construction that would report a robbery in progress as well as a burglary in progress when the store is closed. 3. Restrooms: If the restrooms are open to the general public I recommend they not have false ceilings. There have been problems with subjects hiding in the ceiling area and then dropping down later to do robberies. Also ceiling areas have been used to hide merchandise wrappings. 4. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The Crime Prevention Unit should be contacted for information regarding correct hardware usage (433 - 1823). 5. Windows: Consideration should be given to providing hardened coverings for ground level windows where glass breakage would allow for access to building interiors by burglars. 6. Orientation of Windows: Windows should be located so that the parking lot area can be easily surveyed by employees inside' the business. Also the windows should be located so that a patrol car passing by can easily survey inside the business, this helps reduce the opportunity for armed robberies. 7. Graffiti Prevention Program: It is important to win the war against the graffiti "artists" and keep your building attractive for customers. New non -stick anti - graffiti water - based or wax like coatings are now available to make an effective barrier against graffiti or other potentially staining substances. Contact the crime prevention unit 433 -1808. • 8. Lighting: Energy efficient security lighting is a relatively low -cost, .yet extremely effective way to protect your business. A well- designed system will: Illuminate a security target. Burglars and vandals simply don't like light, preferring the cover of darkness for their dirty work. Create a psychological barrier. Alarms can frighten would -be intruders away once they've reached your building. Security lighting discourages them from even coming near in the first place. Provide people with a legitimate sense of security. Lighting protects not only you, but employees and customers. Help security people and police identify and capture criminals. Well- designed security lighting will help you meet these basic security objectives along with those that may be unique to your business. 9. Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. Checklist prepared by T. Kilburg 433 -1823 .7/13/93 �....r.•ttaA,+. -r,w, , ' ,.. ...r,.e.r.�.6...q,.- w•,.,,,..vr 1. ' • „n,�fi,�ip+H+ivLals.1?•, • Rf ASTER ED R !I ECi Y; LAW'AS A L y;r 9 Knf N.," a f" .1 :�.'t.'! •., •. �•„ ' :.� .;R. �rt .J R `. ! n',t f�� i .Yi �.lir !•, 1.7', .�I r �ON` I,s\ p .'A. B • Ur• f.l;n 1'11•. ,' l,' ,; ... n • "' .. , :,., i1,''' •'!.' y..((. k ? Y •6'. ,y.Tn , r • •;l1441...:•'4: ;:I:. PI ATION1 S '' yak • {. i ! 'r °•'. h ti ��, •,F• :}r.�,� �, •!�' '�Y•:l(. s �Y.'. if = �,' �19'• iF:.r.;, •1 {..•.it(.. `11,� : d>�'r/ �.�.. ••h.l 1• ` '� 5i: '� . .,. } }' i't • If. r. 4' • �. +, JJ ., /.. A .Y. ; '. .1 jt; I g i ...! `V ,:t. % y L y ,Y, ] s j „r��'i' Y; fy f. �M1, •fjt.i y`�J� +i :� �A1. ., '4 ± f `;'t�l•� ��” sl. ` (•;.1,1. '-r ` 0•.• '.•C � rR .. 7 •': .A u'1 d r +''',Y( . ' • • -• • SIGNATURE ISSUED BY DEPARTMENT OF,..LABOR AND INDUSTRIES . 05. 23. 94 03: 05PM *NORTH COAST ENT. I. • P02 • DEPARTMENT OF LABOR AND INDUSTRIES • THIS CERT FiES THATT HE PERSON NAMED HEREON IS REGISTERED AS PROVIDED SY LAW AS A • •-'3' •:. _ .�Qy.1 ' i•. s'.r+..71 . . y 1 t STATE OF WASHINGTON May 23. 1994 I hereby certify that the above document is a copy of the General 'Contractor's License issued to North Coast Enterprises, Inc. This license will expire 02/01/95. North Coast 1 rprisee, Inc. Subscribed . RECEIVED CITY OF TUKWILA MAY 2 3 1994 PERMIT CENTER rn to before me this 23rd day of M av, 1994. Notary„ Public residing i •••••••••• ti ✓. r I•M•3• ✓:•.{I'.•' .•�• ✓.•�• .I:f ✓...ripxr.: :•S,i•• • 4 • • •. • My commission expires 11/15/97. 1, T 1 ft- 4 •, Sir+. �,1.� °� �. • CITY OF TUKWIIII APPROVED AUG 2 6 1994 al liIlliiilli::::ijliliiMlEBEJEe MM11 MS MRMIT II�MUNRRO FORS IOAL WI C& elPLU:Ralj NO w PIPING alY OP MOMS ORISON FILS COPY t ttndtrstond LW no PIA Ch:::i c,•,-. :-::'o WO t• •FTOM ono •n11MI0nP cad app:cv l d Oa don not alhsi • 1M Wean d cnp ISM Md• w MOtMM► r- w wain Mq d =Tart/ BUILDING DIVISIONS ow. e, I c14#1 prim „ / , REVISIONS THE SCOPE OP WORK WITHOUT PRIOR APPROVAL OF TUKIMLA BUILDING ITU DIVISION. _ Q Vino wr woortiorw.�iw A Nil FU°NITU°E oy SHEET INDEX CONSULTANTS CODE INDEX GENERAL NOTES STREET MAP VICINITY MAP ARcHITTIRAL Ao:2 KEYNOTES 7/27/ AU SITE PLAN 7/27/94 At2 SITE DETALS 7/27/94 A2.1 FRST FLOOR PLAN 7/27/94 A2.2 SECOND FLOOR PLAN 7 27/94 A2.3 ENLARGED FLOOR PLAN 7/27/94 A24 DEIIIIOUTION PLAN 7/27/94 A23 ROOF PLAN 7/27/94 A26 FRST FLOOR REFLECTED cELNG PLAN 7/27/94 A27 SECOND FLOOR REFLECTED CEL14G PLAN 7/27/94 A3.1 ELEVATIONS 7/27/94 A32 BULONG AND STAR SECTIONS 7/27/94 A4.1 ENTRY WALL SECTION 7/27/94 A42 WALL SECTIONS 7/27/94 A4.4 WALL SECTIONS 7/27/94 A5.1 WALL S APT GALS 7/27/94 A52 DOORSS & DETALS 7/27/94 A5.3 PARTITION TYPES 7/27/94 5 TlaUCT 1 TU:AL NOTES 7/21 stt GENERAL STRUCTURAL NOTES 6/294 S2 FOUNDATION PLAN 6/24/94 S3 2 ND FLOOR & LOW ROOF FRANC PLAN /21/94 S4 UPPER ROOF FRAMNG PLAN 6/24/94 SS FOUNDATION DETAILS 21/94 FRAM4G DETALS 7/21/94 s FRAMWG DETAILS 6/24/94 MECHANICAL ♦ M1 FRST FLOOR HVAC PLAN 7/2794 • M2 SECOND FLOOR HVAC PLAN 7/27/94 •t M3 SCHEDULES 7/27/94 ELECTRF AL • El SITE PLAN 7/27 94 + E2 FRST FLOOR LIGHIT PL PLAN 7/2 94 • E3 2ND FLR UGHTNG PLAN & FIXTURE SCHED 7/2 94 • E4 I ST FLOOR POWER & PA SYSTEM PLAN 7/2 /94 q E5 2 ND FLOOR POWER & PA SYSTEM PLAN 7 2794 / / . E6 PANEL SCI EDUCES 7/27 94 • E7 PANEL SCEEDU.ES 7/2 /94 a E8 POWER OPE LIKE DIAGRAM 7/27/94 PLUMBI ��u P Pt �LIIM�IG SCHEDULES & CETALS 7/27/94 • P2 FRST FLOOR PLU 1C PLAN 7/27'/94 • P3 SECOND FLOOR PLUrBNG PLAN 7/27/94 SPRINKLERS . sP1 FRST FLOOR SPRN(LER PLAN 5/30/94 • SP2 SECOND FLOOR SPRNCLER PLAN 5/30/94 • SP3 RISER DIAGRAM 5/30/94 SURVEI TITLE SURVEY 5/30/94 CIVIL GRADNC & unJTY PLAN 5/30/94 e • C2 NOTES AND DETALS • NOT INCLUDED 14 H OPflE RENEW SET SET PROJECT MANAGER • CO. 3333 BEVERLY ROAD DEPT. 6240 HOFF'MAN ESTATES, LLNOIS 60179 708 2a8 -0922 FAX 288 -4531 ACT: LNDA• SANDERS ARCHITECT TURNER AND ASSOCIATES 18420 24TH PLACE N.E. TILE, -7431 TON 98155 208 365 -7431 FAX 365 -7504 ACT: HOWARD R. TURNER, AIA STRUCTURAL ENGINEER RATTI SWENSON PERM 1411 FOURTH AVEME SEATTLE, WASHNGTON, 98101 (2010624-8887 FAX 8B24 -8268 •WNTACT: PAUL FACET. PE MECHANICAL ENGINEER ELECTROMATIC SALES AND SERVICE 800 MERCER TILE. WASHNGTON 206 624 -3370 ACT: BRIAN RPLEY ELECTRICAL DESIGN AU3l l ELECTRIC CO. PO BOX WASH 98071 208 9696 FAX 735 -9676 =ACT: FRED SANCHEZ CIVIL ENGINEER O AND HTCI NG 2009 MNOR AVEME EAST CyLE, WASHNIGTON 98102 323 -4144 FAX 323 -7135 CT: JOHN E ANDERSONI. PE LANDSCAPE ARCHITECT • uNDPLAN PS. 600 MAN STREET. SUIE D 2 • • • . WASHNGTON 96020 206 776 -4932 FAX 774 -7803 • • • ACT: SHAWN PARSONS. RSA. /307 SURVEY CH1ADVy1C1( YNG AND 04GNEERNG 4011 STOIEWAY NORTH WASHNf'TON 94103 art, 32 -3386 CT: MC O1ADW! K TRAFFIC ENGINEER TRAFFIC GENERAL MENG CODE. 1991 U3C OCCUPANCY CLASS: B2, I I I N- SPRNtERED, SPRN(LER DESIGNED BY CONTRACTOR SPINIER CODE: t�PA 13 ENERGY CODE: WA STATE ENERGY COOS S94 REGS FOR BAKER FREE FAgJTES CHAPTER 51-10 WAC AREA DOSING BLEDNG AREA OF COMPUTER PTY (ND CHANGE PROPOSED 24.668 SF EXISTNG BU.ONG AREA 402 STRANGER BLVD (PROPOSED REMODEL; 30.816 SF TOTAL DESTi4G BU.DNG AREA 55.484 SF D°'OUTION (NCLU)NG DOSTNG MEZZANINE) 13,005 SF TOTAL DOSTNG TO REM AN (14CLUtNG BOTH BIEDNGS) 42,479 SF PROPOSED NEW FRST FLOOR ADDITIONS (BOTH NORTHWEST EAST) 10,976 SF PROPOSED IEW SECOND FLOOR ADCITION (HIOMELF'E TENANCY) 15,829 SF TOTAL PROPOSED NEW ADDITIONS (FRST & SECOND FLOORS) 26305 SF t AU. CONSTRUCTION IS TO CONFORM TO LOCAL AND STATE BU DNG CODES AND ORDNANCES. 2. THE CONTRACTOR B TO VERFY ALL CON01- TIONS AID REPORT AND DISCREPANCES TO THE ARCHTECT PRIOR TO CONSTRUCTION OR PURCHASE OF MATERIALS. 3• ALL DbENSIONS RELATE TO FACE OF STUD AW /OR CENTERLINE CF COLUMN. 4• ALL CHANGES TO THE CONTRACT MUST HAVE PRIOR APPROVAL FROM FCELITV. NVdCES FOR CHANGES NOT PROPERLY WLL NOT BE HONORED. 5. ALL EXCLUSIONS OR CLARE CATIONS SHOULD BE APPROVED TROUGH THE ARCHTECT N WING SEVEN (7)_ WORKING DAYS PRIOR TO Bp OR BD MAY BE DISQUALFED. 6. ALL CONTRACTORS ARE RESPCNSBLE FOR HAVNG A THOROUGH IFDERSTAKENG OF ALL CQUANT 144595 WITH THE CONTRACT TO DOCUMENTS DOES NOT RELEVE CONTRACTOR OF RESPONSBLTY FOR PERFORMNG WORK NO ADDITION AL COMPENSATION SHALL BE ALLOWED FOR FALURE TO DO SO. 7. CONTACTOR SWILL MANTAN THE NTEGRITY OF TAKE SECURITY AT TEE ILES AM) BULDNG SEALED. 8. ALL FRE SPRNQ.ER AND FRE ALARM DESIGN AND SHOP DRAWNGS SHALL BE SU�NTTED TO TI-E FIRE MARSHALL WSSRB & FACTORY MUTUAL PRIOR TO NSTALLATION. 9. Tl-E CONTRACTOR SHALL PERFORM ALL WORK DURNG T%ES APPROVED BY OWNER PREPARE A OETALED PHVISNG PLAN PRIOR TO STARING woi 10.OWNER WLL HRE. AND GENERAL CONTRACTOR WLL PAY SPECIAL NSPECTIONS AS SPECFED N WC SECTION 30 c) AND 306. OR AS ICQLE D BY '" It CONTRACTOR SHIALL BE RESPONSGLE FOR ALL ELECTRICAL, OFFSITE, & PLUrB14G PERMITS. 2. SOLD W000 FREBLOCKNG TO BE FRONDED N ALL CONCEALED CRAFT OPEI 4GS. N ALL WALLS, CEL.N(S. FLOORS. & ROOFS, AT 10 N�TERSECTIONS qt ZON MID VERT "L. ELE�' ""°NS' &�A "'' E j T - MAP CF T Mgr AREA s,• -' t0 'a'`"" 'h GRADY WAIN wasp* sp* 406 .. ,,..•, u ER Kvo• �;' LONO NES , !' RACETRACK ,/ euiio. ' ' �� FDEUTY a ASSOCIATES w '= f'IO .FE REMODEL. rt trKr � t1Lw. TI IILLRA. WA KVp, • --TO+� 4 WO sit 1 ¢ To �'„�, l TAm1A TOTAL DOSING TO REMAN & NEW PROPOSED (ALLOWABLE FLOOR AREA) 53455 SF BLOCK MAP SEPARATION ON THREE SEES, (42S'- 20) X .025 = 0.5625 (1 + 0.5625) SF X 2 = MAMA ALLOWABLE BULDNG AREA 37,500 SF A 4-HOUR AREA SEPARATION WALL IS REQURED BETWEEN THE PROPOSED REMODEL AT 402 STRMDER BOULEVARD AND COMPUTER PTY AT GRD Y A H]GHT: 2 STORES, 40 FEET EGRESS HOMELFEE MIN FLOOR OCCUPANT LOAD: 20,099 SF. / 30 = 670 000UPANTS DOT WIDTH REQIFEMENT: 870 X 0.2 = 133 IDES oar WITH PROVIDED: 133 Nafs HOMELF'E UPPER FLOOR OCCUPANT LOAD: 14.000 SF. ! 30 =486 OCCUPANTS DOT WITH REQIEREMENT: 466 X 0.3 =140 IDES EXR WITH FRONDED: 140 INCHES W BAKER 80ULEVARD 0ER ;I—E RD • «z PEARL ■ 401 BAKER BOULEV 1 • t� - t 1 - - ' \ ACURA 223 ANDOVER PARK DEALER TUKWLA, WASI•#4GTON PROPOSED) —� �~ f EAST j I; -I 1 J OCCUPANT LOAD: 8,688 SF. / 30 =290 OCCIPANTS DOT WDTH RE 290 QUREMENT: 290 X 02 58 NOES EXIT WDTH PROVDED: 133 INCHES MAXLIUM TRAVEL DISTANCE ALL FOR SFR/MIRED MEDIC = 200 FEET ARRANGEMENT OF oars PER 3303(c) • ZONING pp��, z sETeAO( LNE 50 FRONT 25 5' SEES MAx HEIGHT 45 (AS �`, I �_ 1 COMPUTER 404 STRA -� I SEA-FUR ASSOC. 21 " NDR WASMIGTON 98004 206 455 -5320 FAX 453 -7180 SYMBOL LEGEND -- -_ — 1 - 40 TRAr BOULEVARD O °-1" LINE INDICATOR Q 10-,,,, DETAL PDCATOR CO COLOR INDICATOR CONTRACTORS ACT: MARK JACOBS, PL SOILS ENGINEER DAMES AND MOORS 500 MARKET PLACE TOWER w AVENUE .sIcTCN gem 206 728-0744 ACT: USN. PL SPRINKLER DESIGN TMANCLR Fit PROTECTION NC 19201 WOODEN VELE SNOW/ASH HWY ••/.1 WASHPGTON 9e072 208 • • ACT: PATRICK M. CARNAHAN c 400 STRA .. ma �` NORTH COAST ENTERPRISES. INC. SEAT E, WAY µE, SUITE 400, PO BOX 25850 ((S2�EOpA6gT))TLE. W 98125 W4TAC 364-5300 L # 223-01 N O- RT- HC --E292 KS RETAL CONSTRUCTION SERVICES 7582 CLRIRER.L BLVD., SUTE 114 STPAU.. MN 55125 (62)_ AC 7974 FAX (612 738 -0696 STEVE BOULEVARD 1 Td---L-3 FEIGHT INDICATOR 1-.,1111 • 1 x.1111....3.:,. O I I I I I I I I I I I I I P *xi KEYNOTE INDICATOR • ELEVATION INDICATOR ,�r.�r /ELEV. PLAN• • .r-- .— - • • WALL SECTION INDICATOR DETAL INDICATOR II STRA DER BOULEVARD �, D WALL PARTITION TYPE ` ) esj �� ELEVAT ION / ROOM NAME dt IVI�IBER r._, . SEGALE RETp� STERN)) , SECTION NCATOR ® DOOR Ian R 401 STRAI'EER 80lLEVARD PARKING ANALYSIS FIDELITY TURNER' AND ASSOCIATES COVER SHEET REVISIONS a n""' SHEET WAREHOUSE �/. METAL USE • 1 .. 100 o is 6,053 SF = PARKNG STALLS •42 :� � A � . te A. : -. • ••, •, rjp :iontVAA.Ate•..3,It- ,� .Ti.: 1e42o 241n M. NF. ARCHITECTS BATTLE wASH�aTa4 /e1e6 T11: (208) JIe -7431 MX: (206) 316 -7504 .Tl.i * :l: • : I. •,`, JOBr FDEUTY, 411 4 ''� - 1 r NC STALLS PROVIDED al = 6 STALLS PRDVDED = (3DX OF 102, .1 AR4R3 ROOVDED • ` x11.112 ti 0 1 4 1 IECftROCAL PAR04C EA-MAW FRONDED wnH OWN . COMPUTER CITY, eo SITES ROYCE (153+43) 165 STALLS ■ ASSOCIATLS- FLE , AR I T ; DRAWN ' BY: . . 6 SEC 6Y. MtT. � DATE 1Vsj'93 SCALE : VA ES % , { 1 ft- 4 •, Sir+. �,1.� °� K E Y N O T E S DIVISION 2 SITE & DEMOLITION RREEMOVE EX WRE MESH FENCE, SEE SHT Al REMOVE EX OFFICE WALLS, FLOOR, AND CELNG, SEE SHTS A2.4 REMOVE EX CONC CURBS, SEE SHT All REMOVE EX ASPHALT PAVNG SEE SHTS Ail, & SOILS REPORT RRDAOVE EX CONC SLAB FLOOR, SEE SHT PROTECT & RELOCATE EX LANDSCAPING, SEE SHT At1 NEW LADSCAPNG PLANTER, SEE SHT At1 EX FIE HYDRANT TO REMAN, SEE SHT At1 & CM. NEW ASPHALT PAVNG SLOPE TO DRAW, SEE SHTS A1.1 & CNL 210 T ORAN, SEE SHTASPHALT Ail &TCM.� SLOPE NEW GRANULAR FLL, SEE SHTS At1 212 EX TRANSFORMER TO REMAN, SEE SHT Ail & ELECTRICAL NEW 4" TICK POURED 14 PLACE SIDEWALK WITH SCOREI.PES BROOM FNSH, & EXPANSION JOINT &, SEE SIT At% At2, Alt & A3.1 NKEWA TRUAED CONC CURB, SEE SHT Ail • 215 NEW CATCH BASH, SEE SHT A2.1, 4.4, & CIVL ( 216 ) HANDICAP PARKING SYMBOL AND SIGN PER CODE, SEE stir All & A3.1 217 TEXTURE, CODE, SDETECTABLE E 9IT A1.22, WARNING .1 218 PRECAST CONC WHIELSTOP, SEE SHT At1 COMPACTED FILL, SEEA4.2 & STRUCTURAL FOR REQUIREMENTS ( 2.20 ) UUNE2 OF EX BELONG, SEE SHTS A3.1 & 221 RELOCATE EX STARS, SEE SHTS Alt A2.4, & A3.1 ` ) NEW /WATER SEPARATOR. SEE SHT AU EX PAVING TO REMIAN DURING CONSTRUCTION ADJUST TO MEET GRADE OF NEW, SEE SHT At1 gip NEW CHAN LN( FENCE AND GATES B14 DIVISION 3 CONCRETE RELOCATED SMOOTH PANTED CONC PANEL, PANTED AFTER PRESSURE WASH AND PATCHNG TO MATCH EX, SEE SHT A2.4, A31, & STRUCTURAL RELOCATED EXPOSED AGGREGATE CONC PANEL, PANTED AFTER PRESSURE WASH AND PATCHING TO MATCH EX, SEE SHT A2.4, A3.t & STRUCTURAL EX TO REMAIN CONC PANEL, PAINTED AFTER PRESSURE WASH AND PATCHING TO MATCH EX SEE SHT A2.4, A3.t A42, & STRUCTURAL NEW POURED N PLACE EXPOSED AGGREGATE CONC SDEWALK, SEE SHT A21 R� WITH N � 9DRIVEWAY NEW 5" POURED N PLACE CONC TRUCK DOCK RAMP WITH BROOM FNLSPI, MAX 5% SLOPE, SEE SHTS At% Alt A4.4, & OVL NEW CONC FOOTING, SEE SHIT A44 A4.2, A43, A4.4, & STRUCTURAL EXISTING CONC FOOTINGS SZE TO BE EF� S � � DWGS FOR ASSUMED � SHTS A2.4, A4.2 A43, & FELD VERIFY SIZE. 30 DOSING CONC FLOOR SLAB THICKNESS TO VERFED, SEE SHTS A2A AZ4, 3.10 NEW 5" CONC FLOOR SLAB WITH 8 ML POLYETHYLENE VAPOR BAR, SEE 91-IT A2.1, A3.2, A4.t AND STRUCTURAL NOT USED (3.70 CONC SPLASH BLOCK ON NEW ROOF UNDER DOWNSPOUT FROM ROOF ABOVE, SEE SHT A2.5 DIVISION 4 MASONRY CATO FULLY GROUTED 8" CMJ, SF.E SHTA42 DIVISION 5 METALS (TO PREPANTED SCEWALL FLASHN1G. SEE SHT A31, A4.1, A4.2, & A4.3 PREPANTED 24 GA METAL COPING WITH 2X TREATED WOOD BLOCKING. 4" TALL UNLESS OTHERWISE NOTED, SEE SHTS A3.1, A3.2. A4.1, A4.2. A43, & A4.4 570 STEEL COLUMN MATH GWB ALL SCES, SEE SHTS Alt Al% A32, A4.1. A42 & STRUCTURAL Cia-0 PREPANTED CORRUGATED STEEL ROOFPNG, SEE SHTS AZ5, A3.1, & A4.1 PANTED STEEL 9UARDRALS PER UBC SECTION 172 3-6• HGFE, WITH INTERMEDIATE RALS SUCH THAT A 4" DIAMETER SPHERE CAN NOT PASS THROUGH SEE SHTS A2.1 & A4.4 PANTED STEEL BOLLARD, SEE SIT A21 NOT USED PANTED STEEL COLUMN, SEE SHTS Alt, A2.5 A32. A43, & STRUCTLRAL OSHA AP D ROOF ACCESS LADDER. SEE SHTS 4" STADARO STEEL PPE, SEE SHT A ()NI DIVISION 6 WOOD & PLASTICS NNALED TO NEW T S ND KEW SEES SHTS A25, A2.6. & STRUCTURAL EX WOOD BEAMS TO BE REUSED, SEE SHT A24 & STRUCTURAL NEW TREATED WOOD CANT STRP, SEE SHTS A2.5, MA & A42 NOT USED NEW SCUD WOOD FRAYED STAR WITH_ (3) 2X12 6.89 ATM 128 TREADS 227)) SEC sty R�E0tRNISI'ED� 34 ABOVE TIE THNOSNG 1 1/2 AWAY FROM WALL, EXTEIOIG 12" BEYOND LAST NOSING AT BOTH ENDS, SEE SKIS A2.1 & A32 PLAM & PLYWOOD COUNTERTOPS, SEE SHTS A2.1 & HOMELFE CRITERIA 3/4" PLYWOOD MOUNTED TO SOLO WOOD BLOCKING N STUD WALL, PANTED TO MATCH WALL COLOR, FOR TELEPHONE & COM LNICATIONS EQUPMENT BY OTHERS, SEE SHT A2.3 & ELECTRICAL 5/8" ROUGH SAWN EXTERIOR PLYWOOD WITH STAN, SEE SHT A3.1 & A53 DIVISION 7 THERMAL & MOISTURE PROTECTION R -4 DRYVIT SPRINT OVER 1/2" PLYWOOD OVER 18 GAUGE 5 1/2 STUDS O 24" OC UM, SEE sHTs A3.t A4.t & A5.3 72 R-4 DRYVIT SPRINT WITH PANZER MESH OVER 1/2" PLYWOOD OVER 18 GA 8" STEEL STUDS • 24" OC EON, SEE SHTS A3.t A4.1 & A5.3 R -4 DRYVIT SPRINT OVER CONC PANELS, SEE SHTS A3.1, & A5.3 R -4 DRYVIT SPRINT WITH PANZER MESH OVER CONC PANELS, SEE SHTS A3.1, & A5.3 NEW SELF - FLASHING INSULATED DOMED SKYLIHT WITH METAL EDGES AND APPROVED PLASTIC GLAZNG MATERIAL, SEE SHTS A2.5 & A32 NOT USED R -11 FBERGLASS BATT NATION N STUD CAVITY, SEE PARTITION TYPES ON Alt AND SIT A5.3 R-4 RI1D NSUATION UNDER NEW CONC SLAB, SEE SHT A4.1, A4.2, A4.3, & A4.4 15" MAN ROOF IRAN WITH SEPARATE PPNG TO DRAW, SEE SHT ROOF ACCESS HATCH, SEE A2.6 & A25 LIGHT GAGE PETAL STUDS, SEE PARTITION TYPES ON A2.1 & SHT A53 CAU.KKG, SEE SHT A4.1 6" PANTED PLASTIC PPE DOWNSPOUT WITH 90 DEGREE ELBOWS AT SCUPPERS, SEE SHT A2.5 PROVDE SHOP CRAMS PATCH TO MATCH EX COMPUTER CITY ROOF, SEE SHTS A3.1 &A42 DIVISION 8 WINDOWS & DOORS DARK BRONZE • • • r4PI! ALUMNIM STOREFRONT WITH 1 4 I.AMINIATED SAFETY GLASS CONSISTING • 1/W PANES SANDWICFNG .030 CLEAR W REFLECTANT VNYL LINER, AND UNNSUATED FRAME, SEE SHTS A4.1 & A5.1 DARK BRONZE AND/DIED ALUANUM r STOREFRONT WITH THUOMPANE, WITH OUTER LAYER 1/4" LAMINATED GLASS AS ABOVE, AND NtIER LAYER 1/4" TICK SAFETY GLASS, AND MATED FRAME, SEE SHTS Alt A4.1 & A5.1 PANTED STEEL OVERHEAD DOOR, SEE SITS A3.1 & A5.1 NOR USED NEW HM DOOR, SDI -100, TYPE 1 STYLE 3, FULL FLUSH SEMiLESS, 1 3 4" THICK INTERNALLY REPFORCED• MANUF'AC S STANDARD CORE, SEE SHT A3.1 & A5.1 NEW SOLO CORE WOOD DOOR, WITH 3 COATS PRATT & LAMBERT "VARMOR" CLEAR POLYURETHANE, SATIN FLASH, SEE SHTS A5.1 & A23 NOT USED 8.8 METAL ACCESS DOOR, 24"X30 ", EITHER CELNG OR WALL MOUNTED, SEE SHTS A2.5 & A4.1 DIVISION 9 FINISHES C9-.0 CERAMC TLE WITH GROUT, SEE SHT A2.3 & A52 (in 1 LAYER_ 5/8" TYPE 'X' GWB BOTH SEES OF' FRAMING, 1 FR CONSTRUCTION, SEE PARTITION TYPES ON AZ1, A2.3 & SHT A5.3 1 LAYER 5/8" TYPE 'X' GWB ON FRAMING, SEE A32. & A2.6 SUSPENDED ACOUSTIC TLE CELNG WITH SEISh C BRACING, SEE SHTS A2.6, A27. A3.2 & A4.1 2 LAYER 5/8" TYPE 'X' GWB BOTH SOES OF FRAMVG, 2 HR CONSTRUCTION, SEE SHT A5.3 ELEVATOR SHAFT, 1 HOUR CONSTRUCTION, SEE PARTITION TYPES ON SHT A2tA22, A2.6, & A53 CIO MARBLE THRESHOLD, SEE SHT A5.1 DIVISION 10 SPECIALTIES FREESTAN *JG SIGN AND CONC PAD, UNDER SEPARATE PERMT, SEE 51-IT At' & At2 CHAKIEUJ€ IONDUAL LETTERS INTERNALLY UT WALL SIGNS, UNDER NOT USED NOT USED FRE EXTNGUSIERS PER FRE MARSHAL MEKONG MACHINES BY TENANT, SEE SHT A23 & ELECTRICAL REFRIGERATOR BY TENANT. SEE SHT A2.3 GLASS & BRASS HAKCRAL & GUARDRAL DIVISION 11 EQUIPMENT RELOCATED DOCK LEVELOR, SEE SHT A2.1 & A4.1 NEW DOCK LEVELOR, SEE SHT A2.1 NEW DOCK SEALS AND BUMPERS, SEE SIT A2.1 & A4.4 CASKETS, SEE SHT A23 & HOMELFE CRITERIA RECEI NG FAX & _CUSTOMER SERVICE COLNTERg, LOCKERS, & STORE PICTURES SEE SHT A2.1 DIVISION 14 CONVEYANCE HC ACCES'SDLE HYDRAULIC 4508# CAPACITY SERVICE ELEVATOR, SEE A2.1, A2.2, & A2.3 DIVISION 15 MECHANICAL ( 15.4) ROOFTOP HVAC LINTS, SEE SIT A25, & M cILAMcAL DWGS REMOVE EX GAS METER, SEE SHT A24 NEW GAS METER, SEE SHT A2.1 PANT AND RUN GAS LIES TO ROOFTOP HVAC UNITS PER ARCHTECT'S DRECTION N THE FEUD, SEE SHT A2.5 ROOF ORAN PPNG TO STORM SYSTEM, SEE SHT A2.5 & CIVIL DOUBLE DETECTOR CHECK VALVE & SPRP4 LER RISERS WITH ISOLATION OF EPARATE TENANTS, SEE SHTS A2.1 & NEW SPRNQ.ER MANS, SEE SHIT AZ6 15.8 NOT USED DIVISION 16 ELECTRICAL • NEW ELECTRICAL PANELS, SEE SHT Alt A2.6, & ELECTRICAL DWGS EXTERIOR SHELLED WALL MOUNTED AREA LIGHT, SEE SHT A3.1 & ELECTRICAL DWGS EXTERIOR SURFACE RECESSED DOWN.IGHT, SEE SHT A2.6 & ELECTRICAL DWGS EXTERIOR UP LIGHT, SEE SHT A25 & ELECTRICAL DWGS 15' 1-1011 SFELDED PARKING LOT LIGHTS, SEE SHT AU & ELECTRICAL C APPRO AUG 2 6 1994 BUILD N DIVISION art 011tl' JUL 2'! 19.;1 rnn • NOTES FIDELITY ASSOCIATES TURNER AND ASSOCIATES 16420 24th PLACE NE SEATTLE, WASHINGTON 9855 TELE: (208) 365 -7431 ARCHITECTS FAX: (206) 365 -7504 KEY NOTES FIDELITY ASSOCIATES, HOMELFE JOB: 1894 HOMELFE 4104 FLEE FDAO -2.GCD DRAWN BY: SDH CHECKED BY: FRT R TURNER /94 STATE Of WNSHUITal NA. ARCHITECT DATE SCALE: REVISIONS SHEET 1 hat • • NEW WIRE MESH FENCE AND GATE 0 0 150' MAXIMUM HOSE LENGTH TO ANY PART OF' BUILDING Co o c, RIP III� V V' a • • ® m 0 9 A ere 111011MIIMMI•••■•••101a6111 _...rl.kLt ': :il _ «. ..>,. I PER FIRE CODE 402 ST III N RE AIL A 8,68 SF. AIL FLR OANLD Fi.R 0 40. m OA I I 1 FREE STAN= SCN 0 OD 4o el 2 INN Ent .111111,4111111MenkinilliallintZ 0 _ 15' FRONT YARD LANDSCAPE © W yew STRANDER 1 0 �OSTIVG DW P111111Sli BOULEVARD SITE PLAN SCALE: 1"•20'-0" REF': At2 vitas. hats Man 1SIr swad WIMPS Wade D. nient for aalMonnenos MS end Cite arch. Acosplance N GO MM to now and °mbelons v led' ea not authorize violations d Mt adsqu of Ills ratsn I w th for the designer. or rwis • to these drawings r Is data *111 void t acceptance and require a nsubmittal wised drawings far subsequent approval. final acceptance rs MM le OddkMpeslan Ihe Public works MIMS Myadal palt g tn < , W 1 1 I 1 Se i I 1 1 1 I 1 1 IEEr� I WI > 0 I i O i Z' I 1 1 1 1 1 c m LD.7I NE9G 4 pD D2 F ROV IV IS 1 CBUAIU26 199 PUETIPMKS * ra uRs AEUG -E 1 1 FI ' N 1 I I i NOTES FIDELITY ASSOCIATES TURNER AND ASSOCIATES W20 24th PLACE NE ARCHITECTS SEATTLE, WA9*GTCN 98155 TELE: (208) 365-7431 FAX (200) 365 -7504 SITE PLAN FIDELITY ASSOCIATES, HOMELFE Mt 1994 HOMELIFE REGISTERED FIE FDA1 -1.GCD 4tW ARCHITECT DRAWN BY: SDH CHECKED BY: FRT ARO R. TURNER STATE Of WAN OOTor V30 DSCALE t` . REVISIONS :3101LCINIMIZAI i7 117::r SHEET A1.1 0 M NA mu°' a p } 0 Waal =Ma Mr SIGNAGE LETTER SIZES AND LOCATION SCALE: 1/8 "=t -0" REF: 1-A11 4' u DELT PAN = PLYWOOD (TYP) • OXON WARS' 134 M1TCN t,v. COLOR TO BE IMAM Last /W TEAL ael.. 1 • ar b_ E 11420 24th PLACE NE ARCHITECTS SEATTLE, WASH IOTON 98155 ME. (206) 365 -7431 FAX (206) 365 -7504 .110; lo I— FURNITUR FIX: FDA1- 2,L;CD i1a ARCS H ri CHECKED BY: HRT DATE 5/30/94 SIAM a was GToN BACIO3R 1PD CO M TO BE OWE JOB SIGN SCALE 1/2"4-0" • th a 'SEAM CS BOYSDREMW ,.t ..V, tom, -A-4 Ma IrOsse -Ha FURNITURE rrr Ip POLE SIGN SCALE: 3 /tf-0" re» v2• t3 • REF: x - tfa :er :,.�.r,., .._ _giryr-> ...fa1"." ••• REF: A11 RAMP SECTION @ ENTRIES SCALE 1 /2 "4-D" REFAt1 TYPCAL 1B C,C, SIDEWALK EXPANSION JOINT SCALE 1/2 "=1 -0" RE At1 SIDEWALK CURB SECTION SCALE 1/2 =f-0" REF: At1 RAISED WC CAP aQcDO PANT YELLOW fL1E9w Sega III = III =III =III =l - III = 111 =1111u III 1 gram IMAM • BOLLARD . . bus • t r• • •; •• • • •. • . .• . • • •• • • • • • •. • .• • •, t .• ••. • t .. •. • 116 t;.• • �.. • I 911-' • lis SCALE: 3/4 of FIEF: At% It AZ1 na WO At AMOR 1t10at am az Am • COM MAR WINO AI YLT MACU ReJit PA 4n7�' it ;t;t;t;t;t;t;t;t;t;t;t;t;t;t;t • • • •• r' Ala CURB AND GUTTER W/ ASPHALT PATCH SCALE: 1- 1/2 _f0" REFMAt1 • AT CIVEWAY$ • • • • • A A • • 6 • . •• ' • • • 21-0r COWACTED 1EIO1 BA0LL OR AM HANDICAP RAMP SCALE: 1/2 " 4-0" SECURELY Fit TO AWHALT %V FARMER :.1 t• a . ....•.... . ... • .. . . . . ...66 ...•6•661 III = III = III =I II =I II= III =I II =III =1 01= III r-0° II WHEEL STOP & EXTRUDED CURB SCALE 1/2"84-0" REF:1 /At1 94-0191 REF:O/Al2 Cm OF 1UI IU APPROVED AUG 2 6 1994 DRVEWAY SECTION SCALE 2'•f•e- REF:At1 NOTES • FIDELITY. ASSOCIATES TURNER AND ASSOCIATES 11420 24th PLACE NE ARCHITECTS SEATTLE, WASH IOTON 98155 ME. (206) 365 -7431 FAX (206) 365 -7504 SITE DETAILS FIDELITY ASSOCIATES. HOMELFE JOE 1994 MONEIFE FIX: FDA1- 2,L;CD i1a ARCS H DRAWN BY: SCH =sib, CHECKED BY: HRT DATE 5/30/94 SIAM a was GToN SCALE VARES REVISIONS r / �{ ?I,7 s:± :Z J1 I.i 1l lani z 1 r�: jr RECE$W. O . We " MM TM R>'c 't1v(C!t ' _d,•2Tr SHEET ROBERT FOSSArTI A$: rC. • 1. 4 • . __ 0 0 i sm 1111 - --- 1--- - -- --- I 1 1 ! 1 Ooar+�oR If I 1 I i I ' I 1 1 11 j I I I o , I I I p 3X1 j , , I j I © 1 '1 1 I j tan �.:� 1 p ' I j j j Ij I ' I 1 1 ...., 4� 1 I 4 .----------- .1.4- -- I 1 I II 1 I jr-- - - -,1 i 1 1 III 1 II s1We II 1 1 a I 1 1: 1 — — I 1 i I it __ 11 j -`- 1 i j I, Lh II ) i l ,, i 1: -- - - - --- • ta ta la Di -• MEMO --- ------- -•-i---- -- -- -• - • 111011011. MEMES INIMM /SOB 0, 4 29x-4• 2»' 0-86 4'-86 v-3• B' —t e'-3' f-8' r -r OFIRST FLOOR PLAN SCALE 3/32' -f-00 REF: A22 11314-01441 • • CM'APPROVEDD �u AUG 2 61994 BUILDING DIVISION • NOTES • - RELOCATED CONCRETE PANEL • FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE HE ARCHITECTS SEATTLE, WAS KOTON 98155 TELE: (208) 365 -7431 FA* (208) 366 -7504 FLOOR PLAN FIDELITY ASSOCIATES, HOMELFE a 1994 HOIrELFE - A ' ' . FILE FDA1 -2000 ow . ` ARCHITECT DRAWN 8Y: SOH t CHECKED BY: HRT • • d DATE 5/30//94 sl'AS a wai>>I SCALE 3/32' 1s-o" REVISIONS ' gIT,; _ml INN E Mr flmr,SIC -S 'COVED 1='Slt _ r - Q Rtrr`IVetj SHEET soarer TOSS4Tfr.4.csrv, : A2.t. • 1, • • • ._ 1 t 0 0 0 0 0 ,0 5'-7 1/2' SEE SHEET A25 UPPER SALES AREA 201 11111x'' III11 WPM r 12 f-D 1 /2r ROOF BELOW SEET A28 • "-4• SECOND FLOOR PLAN odo SCALE 3/32°24-0' REF': 1—A21 15 Ict i Cm OF TUKWItA APPROVED AU6 2 6 1994 OUP NC; DIVISION • ■ NOTES FIDELITY ASSOCIATES TURNER AND ASSOCIATES S420 24th RACE NE. ARCHITECTS SEATTLE, WASFNGTON 98155 TELE: (208) 365 -7431 FAX (208) 365 -•7504 SECOND FLOOR PLAN FIDELITY ASSOCIATES, HOMELFE ,aa 1994 HOA,ELFE FLE: FDA2 -2.GCD 41a ARCHITECT DRAWN BY: SOH r„ , . . CHESKED BY: Kr " . ARD R. TURNER DATE: 5 30 94 sate of YUAS IINOTON SCALE: 332" - t REVISIONS } 7t-t� liciLC=-1r {" S<L - ".1„"..r. i .'t RECCwSC mg HO . o eirtatia . R(! i.I , SHEET GORERT toss's "I it Ate' If 1 s o• a' f' 1 1 1 • • 1 1 ENLARGED PLAN SCALE 1/4 "4-0" 4' 0" REF: 1-Al BRASS CLASS r,1 "-5" 0 TRFJIDS 1P W-0• 9'93 4" MC12X31 s re 1 1 4' 0' liABRASS I1LCUSS 1 1 5' 51/2' MC12 31 Plirtean 12 i 1 A SECTION STAR #2 OJT#SCALE: 4 " -f-o' IEF: 3/A2.3, VA21 war ti1100I Ire T1 -b" 1 1 t I I 1 I 1 L., w REF: 3/A2.3, VA21 • < c.)1 i1 ■UM .k% 4" tak9'> Cfr 4jil•. 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SHEET ROBERT FOSSA/ I4 .,..: ; A. • .. .. y O • Fel ifAct liessital"."--1.---er NHALF N, BURE�D N CRT MOER FLOOR SLAB BEWEEN PEW (EMT. FOU DA BE CUT" MO PLACS bN CP WHERE THEY FIT BEST. O = 1 i 1 1 1 1 • i • 1 cm PR aft O AUG 2 1994 BUILD! DEMQ11TION PLAN AND ELEVATIONS SCALE / • %-' . REP A2.1 OIISON NOTES • TO HENAN RUCK RELOCATE OR Our PROTECT APO WAR ALE. OAMAOE� T 3 ar, FIDELITY. ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE NE ARCHITECTS SEATTLE. WASHNGTCN 98155 TELE (208) 365 -7431 FAX (206) 366 -7501 DEMOLITION PLAN FIDELITY ASSOCIATES, HOMELFE JOB: 1994 HO l FE FLE FDA2 -4.000 DRAWN BY: SOH CHECKED BY: HRT 4104 REGISTERED ARCHITECT DATE 5/30/94 la O�iO R. 11111NEP n f voS SCALE: 3/32" = f-d REVISIONS RFCEIaD . BEIM R SHEET ROOF' PLAN SCALE: 3/32" - 1-0* REF: 1-A2.1 - TOP OF PLYWOOD AT STRUCTURAL CEOC C APPROVED AUG 2 6 1994 Nat BUILDING DIVISION Rlct1VED AUG 16 ion MIMI A1631% • NOTES FIDELITY ASSOCIATES TURNER AND ASSOCIATES 15420 24th PLACE NE ARCHITECTS SEATTLE, WASFNGTCN 98155 TELE (206) 365 -7431 FAX (206) 365 -7504 ROOF PLAN . FIDELITY ASSOCIATES, HOMELIFE } i JOB': 1994 HOWELFE REGISTERED . R. TURNER 4104 FLE: F0A2 -5.� ARCHITECT DRAWN BY SDH CHECKED BY HIT HOWARD DATE: 5/30/94 STATE OF WASINGTON SCALE 3/32 = 1-0" REVISIONS 1k51L'_•»wi:.hrTaNU=iL'& -1 ,- RECEIVCD 1I$1911yi QEVEIAPM • SHEET • • 4. • a' V2' 1 111111 51111111 1U■ 1�X11 Id1.; ■� 71pi11 11 :1111 ®' 41rnvrr7i,:) iek �_� �-M■_Inl�, 41 11E11111 1111111111111a 1 1 1 4, 1 t rterpo— — it) SOO 1 1 1 1• FIRST FLOOR REFLECTED. CEILING PLAN ' f x e' 1413HT UGHT. SCALE 3/32" - 1'-0" REF: 1-A2.1 N SILL& NIGHT LIGHT 14 CEU.3 GRO. • Cm OF WKWM.A APPROVED AUS 2 6 1994 eu • FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE NE. ARCHITECTS SEATTLE, WASHINGTON 98155 TELE: (206) 365 -7431 . FAX (206) 365 -7504 FIRST FLOOR REFLECTED CEILING PLAN FIDELITY ASSOCIATES, HOMELFE JDa 1994 Hen FLE: FDA2 -6.GCD DRAWN BY SOH CHECKED 8Y: HtT DATE 5/30/94 SCALE 3/32 - -0" 1 4104 REONSTERED HOWARD R. TUNER STATE at ward* REVISIONS RtcEINED AR 1!a nns[ -NC,..iersT SHEET JIM 21 rs 1 O&RT FOSS:;:.:, . • : . 1 MEI ale 1 0 v 0 110 HI Jt ii , ' iii : 1111111111111111)11 III III p 11 11 _! 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TURNER DATE 5/30/94 STATE OF WASNUGTON SCALE: 3/32 = f -04 REVISIONS 7Pii7O =1'!'_* ;rtl f JCCLLt.I RECEIVCD R$ 1 s = RC o��r t.. 1WlI _ . SHEET NORERi Iv... • , EAST ELEVATION SCALE: 3/32"24-0" REF: A32, A4.1, A4.2, A4.3 O O HOC 92E01 0 0 0 NORTH ELEVATION SCALE 3/32 =t -0" REF': A32, A4.1, A4.2, A4.3 WEST ELEVATION SCALE: 3/32 " =f -0" REF: A3.2, A4.1, A42, A4.3 EX « PROPROSED GRADE L 9 O SEcao FLOOR LIE LOOSER ROQf Lti 415a1M•••••_ •••••___ ____ PROPOSED GRADE OETat, tier. GHOWW 'Ludt 54.99040E0 CONNICricy 1 g-- ._emeneMrMaee SOUTH ELEVATION SCALE: 3/32"4 -C REF: A3.2, A4.1, A4.2, A4.3 FM FLOOR et * PROPOSED O R E eMIIS cm OF TUKWILA APPROVED AUG 2 6 1994 BUILDING DIVISION oalsM 021PUTRIt CITY ROO MANN N +F MM q WINO CORUNDUM • REC AS 19* em" nt* • RECEIVE AU616199 ROBERT FO51111I A! NOTES FIDELITY ASSOCIATES TURNER AND ASSOCIATES 15420 24th PLACE NE. ARCHITECTS SEATTLE, WASHVGTON 95155 TELE: (206) 365 -7431 FAX (206) 365 -7504 ELEVATIONS FIDELITY ASSOCIATES, HOMELIFE o m4 HOLIELFE FLE: FDA3 -1.GCD 4TO+ REGISTERED ARCHITECT DRAWN 6Y: SOH CHECKED BY: DATE 5/30 94 WARD a TUFWER STATE OF WASR GTON SCALE 3/32" a -0'` REVISIONS Glint 7- t.miaZi4cat T,r.,r.ts-4.3.1,i'ii Iii • • v I:SiOoS 1 SHEET D All I BUILDING SECTION A -A SCALE 3/32 " 4-0" REF: A2.1, A2.2 0 0 IPPER ROOF BEICFD O SEE 2/A3.1 FOR ELEVATION fi01MATICN SCOW FLOOR L!E LOVER ROOF LIE N SEMEN 1 BUILDING SECTION B -B SCALE: 3/32 " 4-0" REF: A2.1. A22 BUILDING SECTION C -C SCALE 3/32 " =f -0" REF: A2.1, A22 CELNIG • V 112 121 117 CE 10 22 RECYCLING 124 Cfl 0 0 SEE 041 FOR ELEVATOR WOR4ATD1 r SEE 3/A3.1 Fat ELEVATION IFOR1AATION 0 0 ' WEN ROOF 0 0 CIDLNG • ¶CCD• FLO M LOMA ROOF Lit N ltsCidl��„ BUILDING SECTION D -D SCALE 3/3t -f-0" REF: A21, A2.2 RETAL 'A' 130 UPPER SALES AREA 201 • CRY OF TUKWILA APPROVED AUG 2 6 1994 BUILDING DIVISION UONTING AREA tO7 NOTES FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PACE NE. ARCHITECTS SEATTLE, WASFNGTON 98155 TELE: (206) 365 -7431 FAX (206) 365 -7504 BUILDING SECTIONS FIDELITY ASSOCIATES, HOMELFE m 1994 MELEE FLE FDA3 -2.020 ,1a REGISTERED DRAWN BY SOH CHECKED BY FRT DATE: 5/30/94 ARO R. IMO STAIR of WA>twanu SCALE: 3/32" = 1-0" REVISIONS 1131LL=R�_ £ ait 1lJ7r2i : '_ILL,, R =CSIvED . a J e wK ' a. i RE tIVCL. SHEET JuL 2 71994 ROBERT FOSSATII ASSOC. .r.' . 1 ihom _• _toesseees 4 —1 11111 -111 -111n111=111-=1 �.. 11L III= ... .I�6.. ... ... ... ... ... ... ... ... ... ... ...l tj.Jll��- III- III -III- III - III - III - ill -III- Ill - 111 -III 11 III =III — I -Ijt ... Tom =111.T,,„1,� ,T—,,, = III= III= III= III =III= III= III= III =III= III= III= III= III= III= III= III= III= III =III= III= III= III= III- =III= III= III= III =III 1 III III 111 111-111 III III III III III III III III III III III III — III —III III III -•-III III III III III III ,. ,, III III 111111111111111 ��� 111 III HII I�� III JH11111J1 511 111 111,., III —, III— „111111 1111111111„ III —. III .1111111111t111111111I 111 III 111 III=, 111=111-1 „ 1, _IIt -111 III -111 WALL SECTION 1A • SCALE:1 /2"•f -e REF: 1-A3.1 IC R-•5 IC (MATE PC WRATEJ CITY OF TUKWILA APPROVED AUG 2 6 1994 44, GUI ' I G DIVISION 'Willa' sarnuiraili u” U 111 =III ILA= III` -11 =III III =III . - III =III= III 111 =III -11 '11 =111 -am= m =m=m-- 111 =111-=111= III =111 -111 III= III= III= III= III =1=III= III =III =III =III= III= III =111;; III . II III III III III III III III III III III III III III -111,,,111 „7111, ill ..,111,,,111,,, ll1 711,111.• UT 11, ...111,1,111. 1 WALL SECTION 1 1/2"+f-d' REF: 1-A31 111 1 = 11L=– JIL=-tJJLn—JII=–JJLrs ! III = III = III =111 �' — III— III= III =tu= nr= nr= m=-nr=411 • III = III = III = III= III =III= III =III =III= III III III — III III III C III C III II= III ��I ' II II I III RECEIV$D NOTES FIDELITY ASSOCIATES TURNER AND ASSOCIATES 8420 24th PLACE NE ARCHITECTS SEATTLE, WASINOTON 98155 TELE (206) 365 -7431 FAX (206) 365.7504 ENTRY WALL SECTION FIDELITY ASSOCIATES, HOMELFE JOE w HOKUM FIE: FDA4 -1G0D DRAWN BY: SOH DECKED BY: HRT DATE 5/30/94 SCALE 1/2" = fee 4t04 REGISTERED ARCHITECT • ARD R. TURNER STATE Of IMWNNGtON REVISIONS 1 �>W RECEIVCD AID 19 int SHEET AUG 161�a ROBERT fOSSAm ASSOC. /4 • • 1 P7 &ICS HR hie • • • • � ±x'—s• • A. _ V OOD • • • ±14' -0_• PLYWOOD lip IYPCAI. ALL PAFOOTER WALLS NC2Ht. R-12 5.43 DOSING Ma 'II = III- =III ••.. 1-11 —1111 • • • . • , • • III= III = III= if1- =in =i i= Ii ih —III ,;,III= III = III = III = III III = III = III = III III =111 - III - 111=11 -III= III= 1I1=111=111=111=III=111' -111- 111 - ICI —ICI -111— III -111- III -111- 111 - 111 -.. Ili= III = III - 111 - 111 = 111 = 111 = 111 = 111 =111= III = 111 == 111 =111 6II 111 III= III= III = III =III 1•• III= III =III= III = III = III = III =III= _ ,1 IIII�IIII IIIIiiIIIIII 1 ICI III =III III III III III IU III I;, III I III I�1 III 7III 71 WALL SECTION 3 SCALE Vrt-or 1 REF: 1-A3.1 III III =III ... ... =•f ••• II III III III 111 ••& III■�I I I •_ .4_4 7012 Rrwoao P�8 kic WORD COSMO COMBER CITY WALL At ROOF • q,_fl$ WALL SECTION 2 scMs vr-f—o' =u1= 1 _aI - 11IMITI -1 REF: 1-A33 CITY OF TUKWILA APPROVED AUG 2 6 1994 BUILDING DIVISION DRUG 0011Unt MY MOM • NOTES SECTION 2A SCALE: r =t-o" REF: 2/A4.1 FIDELITY ASSOCIATES. TURNER AND ASSOCIATES 18420 24th PLACE NE ARCHITECTS SEATTLE, WASHNGTON 98155 TELE: (208) 365 -7431 FAX (208) 385 -7504 WALL SECTIONS FIDELITY ASSOCIATES, HOMELFE JOB: 1994 HOMELFE Pt TURNER FLE FDA4 -2 ; a ARCHITECT CRAM BY: SCH 8 CHECKED BY: HRT CH , PAO DATE 5/30/94 STATE Of WASHMON SCALE 1/2" a t-e REVISIONS IkrILL ALU pr:y - RECEIVED All MVK RCCr-• . SHEET (JUL 2 ; .. , S &.JIT rv5a • 1 _ ji , ,.. 'Z.' • ........................... ......................... ................. ....'(. C. S.�S'{ «: S�f. �, �fl 1•«'.•;S•V'H;{. «'..;,5•1.'VI.«: ;1.0; .f• «' f. {-,f.1 • 4 • •• • III —II(— III -11 III III = III-== III° III = III = III- =III III— III= III= III= III = III-1 III = III = III =III III= III= III= III= III= III= III= III = III =III 1= 111= 111 -=III - 111 =111=111 - 111 - 111 -111= 1-111-111-111-111-111-111-111-111-111=111 III —III- 111 -111 -111 111 111-111 111 111 1 III = 111== III — IIIII I= —III —IIII -,�III -1—III I— III — II—III= I111-111-111-111-111-111-1 — _ = III III= III =III= III = III = II —III= I III =III= III 7111-111-111=111-71117111 11 =11= = 111- 1 111L 111 III ICI III III II III I III 111 =n1 WALL SECTION 4 XM. Vr f-D. I»:1 -AaI •, 1 -11 111 - 111_11 1 1 1 -11 CITY OF TUKWILA APPROVED AUG 2 6 1994 BUILD! Q DIVISION r • • • 111 -111 —III _. •I •• • — 111-111 -III 111= III = III =III• ... ... ... ... ... ... ... ... ..1= III = III =111= III =III =' I= III =III= III= III =III= III =III —III= III = III= III = III = 111 =111 ='' II= 11I- 1�I =1�I =III= III = III = III =III =III II= III = III- =III =III -- III - III -III- 111 -III— III --III— III — III — III — III — III — III —III 111=111-1 I=111=III—III =1II =111 — Ill =III =111=111 =111=111 —III= _ - - _ - 1- III - 111---111= III= III= III =III= III =III= III III III III -il ---- = - = - -1 III III III 111-111 -III III - III -III -III III -III III - III` -II 11 111=111=111=111=111=01=1117111=111=111=111=111=111=1117 ,�1 11 �� 1 —III — III -III III III ,,,III ,,, III III ,,I III , • • NOTES FIDELITY ASSOCIATES TURNER AND ASSOCIATES 19420 24th PLACE NE ARCHITECTS SEATTLE, WASH OTON 98155 TELE (208) 365 -7431 FAX (208) 385 -7504 W ALL SECTION FIDELITY ASSOCIATES, HOMELF'E JOB: 1994 HOIrF]FE FEE: FDA4 -3.000 4104 RE ` ` ' '. DRAWN BY SOH ARCHITECT CHECKED BY HIT DATE 5130/94 NOWARO R. TURNER PATE ".• OF YYASHII'. Y SCALE 1/2" a f-0" • REVISIONS 1FL7G'_' ■Tr>: TatriT -f 1 pFCEIVWD NB 1 n . tote C, %L 8 I,yya SHEET ROBERT rncVn1 I1 4 1 1 1 1 1 6'-0• NR 1 1 1 1 1 1 1 11 4±1 -9t.e FlaY022. ND TED R -23 III • DOOR TRACK III= III • • • • II 111 • h1=III-11 I 1 • -1" III „till - - 1111 ICI III I�Iif I '- =III - III =III 1 III -III ' III 1 III III; =;; III;; III = III;; III' =111' III _ III 111— III =III =III ';III 1 111=111- 7r; III li, • NOTES • FIDELITY ASSOCIATES TURNER AND ASSOCIATES 16420 24th PACE NE ARCHITECTS SEATTLE, WASINGTCN 96155 TELE: (206) 365 -7431 FAX (206) 365 -7504 WALL SECTION FIDELITY ASSOCIATES, HOMELIFE JOB: 1994 HObELF E 4104 REGISTERED FEE: FDA4 -4•GCD ARCHITECT DRAWN BY: SOH �, CHECKED BY HRT • • `• ' ,u + DATE: 5/3094 STATE OF WASH TON SCALE 1/2" n 1-04 REVISIONS twill 44 CanM4T 41 Pan COMM woe . AECCWED • 1911% 008 6�X. R_ E►vEL) SHEET JO z ' Ta' Rat sire M'A 1 F HARDWARE SCHEDULE 2 SETS 'L ° 2 .HO STOPS HARDWARE DOOR /FRAME �OTR. HG -7 11/2 PR, BUTTS 1 a.OSERLO CK 1 STOP HG-1A 1 • SAME AS HG-1, ALSO: , PROVDE A DOR- O -MATIC -WING MODEL NO 5683. PROVDE PUSH BUTT AT VESTBU.E N AREA AID BUTTON SET NTO COLUIMS AT EXTERIOR HG-8 3 PR. BUTTS 2 OSER �� 1 2 SWEOL° EP 2 WEATIERSTRPPNO 1 HEAD ORP GUARD 1 CYUNOER LOCK HG -9 HARDWARE SUPPLED BY MAMFACTURER HG-2 1 2 SETS PIVOTS S 2 FLUSH BOLTS 2 Prili _i/PULLS 2 SW STOPS HARDWARE TO MATCH DOOR /FRAME COLOR HG-10 1 PROVDE "KEYED ALRE " PADLOCKS TO MATCH A MASTER KEY. HG -11 1PR 1 TOP BUTTS BOTTOM BOLTS LOCK HG-2A 1 • SAKE AS HG-Z, ALSO: PROVDE A OOR -0-MATIC WING MODEL NO 5663. PROVDE PUSH BUTTON AT VESTBU.E N S AREA AA (1) PUSH BUTTON SET NTO CITE COUJMVS AT EXTERIOR. HG-12 1 1 V2 PRS. BUTTS 1 1 THRESHOLD 1 WEATHER SEALS 1 DETEX ALARM DOT DEVICE SEC -2300 HARDWARE FRAME COLOOR. HG-3 1 1/2 PR BUTTS CLOSER 1 0.H. OP 1 PILL 1 IOCKPLATE HG-13 1 1 V2 PRS. CLOSER 1 WE SWEEP SOLD 1 WEATHER SEALS HARDWARE TO MATCH DOOR /FRAME COLOR. HG -4 1 V2 PR. BUTTS 1 STOP LOCK HG -5 1 V2 PR. BUTTS 1 PASSAGE 1 WALL STOP HG-6 1 3 PR BUTTS 1 CLOSER SHOLD 2 SWEEP 1 WEATHER SEALS Fp ALARM 13 Li 1 SEC -2300 DOOR/MAKE 00PATCH HG-14 1 11/2 PRS. BUTTS 1 LATCH 1 STOP __,.. -: -ve awrot n-., ,..a.rir`.•• 4••• •••••• - - A eta SAFETY GLAZING USE ALUM N ALLOY 6063 T5 EXTRUSION ON ALL STOREFRONT, DOORS, AN) FRAMES DOOR TYPES SCALE: 1/4m• i-oa REF: DOOR SCHEME Yt "X12" LOWER TED STEEL OVNSUAERFEADD 0008 SAFETY CLAIM OCA KELLEY LEVELER ri- FROMELT DOCK SEALS WITH HYPALCN FABRIC 3 1P- 901 -FPS & R • SAFETY OLAMO Cm OF TONAu APPROVED AUG 2 6 894 As auto, DIVISION NOTES • FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE NE SEATTLE, WASHNOTCN 98155 TELE: (206) 365 -7431 ARCHITECTS FAX (206) 365 -7504 DOORS & DETAILS FIDELITY ASSOCIATES, HOMELIFE JOB: 1994 HOMELFE FLE: FDA5 -tGCO DRAWN BY: SOH CHECKED BY: H U DATE 5/30/94 SCALE 3/32" = -0" a�REOISTERED ARCHITECT STATE OF VIAN' ARO R. TURNER 'Or REVISIONS r'!IGC ' .W.CJna 5Ti5 • VED SHEET JUL B,TJ•. nnnrpT f0`".: DOOR SCHEDULE DOOR FIB ,� arcs Na - FROM TO SIZE TYPE WATI. MAri HEAD a&e Su 1 RETAL 'A' EXTERIOR r x r A Al. Al. - - - 2 PAMC HARDWARE 2 STAR #1 EXTERIOR 6' X 7' F HM HA - - - 6 PAMC HARDWARE, NSLLATED 3 LOWER SALES VESTIBULE 6' X 7' A Al. AL - - - 1 cm NATIONAL. GALJRD X322 THZESHOI.D 4 LOWER SALES VESTBU.E 6' X r A AL Al. - - - IA CED CD NATIONAL GAM X1322 THRESHOLD 5 VESTBLLE EXTERIOR 6' X 7' A AL AL - - - 2 0 6 VESTBU.E EXTERIOR 8' x r A Al. AL - - - 2A p 7 SPRHItER ROOM EXTERIOR 3' X 7 C IN HM - - - 7 ACCESS PROVDED TO FRE DEPT. 0 NSU,ATEO 8 ELECTRIC. ROOM EXTERIOR 3' X 7 C HM HM - - - 7 ACCESS PROVDED TO FRE DEPT. all NSU,ATED 9 ELECTRIC. ROOM EXTERIOR 3' X 7 c HM HM - - - 7 ACCESS PROVDED TO FRE DEPT. 0 N.SILATED 10 DOT CORRDCR EXTERIOR t X 1 F FM FM - - - 6 PAMC HARDWARE all NSIA.ATED 11 WOMEN'S VEST. WOMEN'S TOLET 3' X 7' C WD WD - - - 3 12 CORRDCR WOMEN'S VEST. 3' X 7' C WD WD - - - 3 SIGNAGE "WOMEN" 0 13 CORROOR JANITOR 3' X 7' C WD WD - - - 4 SIGNAGE " JANTOR" 0 14 CORRDOR MEN'S TCLET 3'X7 C WD WD - - - 3 SIGNAGE "MEN" 0 15 CORRDOR LUNCH /TRANNG 3'X7' B WD WD - - - 5 16 CORRDOR GEM OFFICE 3' X r B WD WD - - - 5 17 GEM. OFFICE COMPUTER 3'x7' c WD WD - - - 4 CD 18 DEN. OFFICE MANAGER 3'X7' C WD WD - - - 4 0 19 ELEVATOR VEST. ELEVATOR MECH. S X 7' 0 IN FN - - - 4 0 20 ELEVATOR VEST. RECEIVNG AREA 8' X 7' G a && STL - - - 9 SIGNAGE "EMPLOYEES ONLY". PROVDE 8 "16GA STL CH BRACE 1 21 RECEMG AREA EXTERIOR S X 1 C IN HA - - - 12 PANC HARDWARE 0 NSULATED, 3/4 HR RATED 22 NOT USED 23 NOT USED 24 RECEIVNG AREA EXTERIOR 6' X 7' F IN HA - - - 8 SIGNAGE PICKUP" BY TENANT 0 N5LLATED 25 RECEMNG AREA EXTERIOR 7-4" x 8'-6" E STL STL - - - 10 HIGH LFT HARDWARE 0 26 RETAL 'A' EXTERIOR 7-4" x 8'-6" E STL STL - - r - 10 ITCH LFT HARDWARE 0 27 RETAL 'A' EXTERIOR 3' X 7 C HM HM - - - 12 PANIC HARDWARE Q NSUATED 28 GENERAL OFFICE REED/. AREA 3' X 7' B WD WD - - - 14 - 29 SAFETY GLAZING USE ALUM N ALLOY 6063 T5 EXTRUSION ON ALL STOREFRONT, DOORS, AN) FRAMES DOOR TYPES SCALE: 1/4m• i-oa REF: DOOR SCHEME Yt "X12" LOWER TED STEEL OVNSUAERFEADD 0008 SAFETY CLAIM OCA KELLEY LEVELER ri- FROMELT DOCK SEALS WITH HYPALCN FABRIC 3 1P- 901 -FPS & R • SAFETY OLAMO Cm OF TONAu APPROVED AUG 2 6 894 As auto, DIVISION NOTES • FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE NE SEATTLE, WASHNOTCN 98155 TELE: (206) 365 -7431 ARCHITECTS FAX (206) 365 -7504 DOORS & DETAILS FIDELITY ASSOCIATES, HOMELIFE JOB: 1994 HOMELFE FLE: FDA5 -tGCO DRAWN BY: SOH CHECKED BY: H U DATE 5/30/94 SCALE 3/32" = -0" a�REOISTERED ARCHITECT STATE OF VIAN' ARO R. TURNER 'Or REVISIONS r'!IGC ' .W.CJna 5Ti5 • VED SHEET JUL B,TJ•. nnnrpT f0`".: • • , to ELEVATION "A" ELEVATION "B" 1 MENS TOILET ROOM ELEVATION SCALE: 1/4 -1 -0" REF': 1-Al 1 ELEVATION "C" l 1 1E:a >rs 00 0 A MEWS TCtET ,ELEVATION "E" ELEVATION t KLEVATION "FP' Af 0 0 0 J 1 , 1 , 1eD MEWS to • -_. 1 ‘1111111! 1111/ MEW WOMENS TOILET ROOM ELEVATION SCALE: 1/4" -f-0" REF: 1-A1 "Canlls°R° ELEVATION "0". Rkt NO. 101 102 ROOM NAME STAR #1 STAR #2 ROOM FINISH SCHEDULE FLOOR BASE WALLS MAIL VCT WD FN MAIL VB .VB 103 STAR #3 VCT VB FN IOW MAIL GB GB GB FN CELING MAIL ACT -2 OPEN FN HEIGHT 28'-8" 28'=8" 26'-8" REMARKS USE VNYL TREADS ON STARS BLILT FROM RELOCATED GLU.AM BEAMS USE VINYL TREADS ON STARS 104 VESTIBULE 105 ELECTRICAL ROOM 108 SPRNXI.ER ROOM CONC OMB IND IMO ati 107 LOWER SALES AREA 108 DOT CORRDOR 109 WOpe:s VESTBU.E CT 110 11 WONENS TOLE' MEN'S TOLET CT CT IMP ONO CT CT CT 112 LIJNII�F1 / TRAM VCT VB GB VGB GB GB CT G8 OM 5' CT 5' CT ACT -1 EC GI ACT -1 ACT -1 ACT -3 ACT -3 ACT -3 ACT -2 SIM SIM MID MEV 15'-0" 15'-0" if -0w 1'-O" 8'-0" 8'-0" IMM 113 114 MANAGER CORRDOR CONC MED GB GB 115 JAMTOR's CLOSET 116 117 118 CUSTOMER SERVICE GENERAL OFFICE ELEVATOR VESTBLLE 119 ELEVATOR SHAFT 120 121 ELEVATOR IECHAMCAL COMPUTER CONC CONC CONC CONC SEAL VCT IMO ORO MID VB AND Min GB GB GB IMO IND ACT -2 ACT -2 EC ACT -2 ACT -2 MEP 8'-0" 8' -0" 1 7 • WASHABLE CELNG TLE WASHABLE CELNO TLE WASHABLE CELNO TLE 5 8' -0" 10' -0" 111 -0" 11 5 8,9 5 GB 7(8 GB G8 ACT -2 GB EC ACT -2 ,o' -0" 28' -0" 14'-8" 101 -0" 1-HOUR SHAFT CONSTRUCTION 122 123 124 125 128 RECEIVE(' AREA RECYd.t 1G LOADNG CORRDOR UPPER SALES AREA SEAL SEAL SEAL WD 127 128 130 FETAL 'A' NINO GB GB GB GB Mle FNSH SCFEDUAL ABBREVIATIONS ACT trpr • CT EP ACCOUSTICAL caw TLE, SEE NOTES CONC HOLLOW METAL AID GLASS (1 HT. ESEEAL CERAIAC EX GB EC EC EC ACT -1 EC IMO IMO CONCRETE SEW CONCRETE EXPOSED NEW CONSTUCTION GYPSUM WALL BOARD EXSITNG CONSTRUCTION 146 -6w 6,14 141 -w 141 -6w It-0" 14 14 1 1 `VCT WD PANT Vt� Y ION TLE BASE BMX WOOD ROOM FINISH NOTES t DRYWALL AND PRME ALL SALES AREAS PERWETER WALLS AID OFFICE AREA WALLS TO RECEIVE ONE COAT OF LATEX PRIER PANT ABOVE 8'TO CELIC WITH EASY LIVNG 869 BRCH FLAT. 2. ALL VENTS. BAFFLE ANO FDCTIRE COVERS N CELt4G AND ABOVE 8'ARE TO BE PANTED TO MATCH ACOUSTIC CELNO COLOR 1 WALL PM1T SEARS LNNO LATEX AQUA MST MEDLAII SATE TRM MI TO BE AUTI WHEAT LT. Sat -GLOSS 6. COLUMNS N RECEIVING TO BE PANTED QUICKSILVER SEMI -GLOSS FROM FLOOR TO STRUCTURE 8:TENOR ODE OF SAVES ARE DOORS AND TO BE PANTED SEARS EASY LI MG IVORY LIEN Sal -GLOSS . 2) 105 DEEP X 4 LONG SHELVES WITHI�4�1 MOLNTED WALL STMDMDS AND HEAVY DUTY BRACKETS AS MAt b BY SPIR HARDWARE. 9. ALL PINT SEARS EASY LNNG LATEX AQUA JADE SEM-GL TRM TO BE LATEX AUTIAN WHEAT LT.SEM -GLOSS ILL WLLT�� COVERNG. MA TA.TES A�� T Lt, SEM- ;LOSS. ALL PANT SAM WALL BE LATE TUIM TO BE 12. DOOR FRAME TO BE PANTED LATEX AUTUMN WHEAT LT, SEM- GLOSS. • CRY OF TURWILA APPROVED AUG 2 61994 BUILDING DIVISION NOTES ACT -1 EXPOSED "TEE" GRD PANTED STEEL TO MATCH OORRM OFLLOUTEXY BET -107 COLOR FUZE, fr AFF, SEE A24 k A2.7 ACT -2 EXPOSED "TEE" GRD SYSTEM, WHTE PANTED STEEL TO MATCH NTERMEDIATE � N�RMSTR NGCOLOR OR EQUAI, WHITE A24 8042.7 'FOR HEIGHT ACT -3 EXPOSED "TEE" ORD SYSTE14 WHITE PANTED STEEL TO MATCH NTERMEDIATE DUTY CERAMAGUARDAION-PERF # 605 WHITE, IF AFF, SEE A2.8 ae A2.7 CONC ALL FLOORS 14 THE NTERIOR OF THE BULDNG SHALL BE PERFECTLY LEVELED, STEEL TROWELED FNSFL TIE SURFACE SHALL NOT VARY N THE _VERTICAL ORECTION MORE THAN 1 WPFR FOOT 14 ANY ORECTION QR A DEVIATION ALLOWED OF 1/4 N EXCEPT AS NOTED AT FL SLOPED TO ORAN AT FLOOR SEAL SEALER TO O" -/K� "FROM RE{M, TWO COATS PER MAUL'S COIVWOATIONS • FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE NE ARCHITECTS SEATTLE, WASFNGTCN 98155 TELE: (206) 365 -7431 FAX (206) 363 -7504 FINISHES FIDELITY ASSOCIATES. HOMELIFE JOB: 1994 Man FLE: FDAS -2.GCD ..4104 DRAWN BY SCH CHECKED BY FRT DATE: 5 /30/94 SCALE: 3/3 - 1-0° REVISIONS RECOVERED ARC TECT HOWARD ft TWINER STATE O' W/pNNTON PCGE$VED ti rsta RCCClVGa 0 int?.7tQQd. SHEET NOT i q; $Anl h` OC. •• •1. • • • • • .• • • • • • • • • • • • • • • • • .• • • • • • •. • • .• • .• • • 1 evr 1 2 ATE FRE CALCULATED PER UBC TABLE 438 ITEM 8-1.1 SEE 2OR3 A5.3 FOR PANEL Miff& Cal SMATED GYP � 1 ASSOC. FLE 4 3/$ R „I RATED R 24� 2 HOUR RECONCREA T EE FRE CALCULATED PER UBC TABLE 438 ITEM 8-t1 2 FIRE M CONCRETE CALCULATED PER La TABLE 438 ITEM 6-t1 GA FLE NO VP 1711 FOR 2 HR. FURRING SEE 2OR3 A5.3 FOR JOINT AL <141 031 R r'� 16 "c T'4t PARTITION TYPES (PLAN VIEW) SCALE 1- 1/2 "-i -0" : SHEETS A2.1, A2.2, A25 561 Lie bl q PARTITION NOTES 5.5" CONK PMEL WITH R-4 DRYVIT, NC 2- HR RATED, SEE SHTS A2.1 & A4.1 20 GA 5.5 "STUDS024"OC WITH 1 2" PLYWOOD, , () LAYERS GB BOTH SEES, R- 4 NC ORYVIT & R -19 BATTS, NC 2-FR RATED, SEE SHTS A2.t & A4.1 5.5" CONK PANEL WITH R 1 BATTS MD 1 LAYER G8 ON 25 GA 33 STUDS, NC R-4 ORYVIT, PC LNIATED, SEE SHTS A2.1 & A4•1 5.5" QONC PA EL VO 25 GA 3 5 /8' STUDS • 24 0 C WITH (2Z LAYER GB ON BOTH Ws NC RATED, E SITS A2.1 3L A42 PMLYWOOD, "�T) LAYER I P1L-4 GA SEE Y13, S R- -111BATTS, . C WeATEgR 45B R-23 TED 2 POUR CONCRETE FRE RESIST CALCUATED ANCE UBC TABLE 438 ITEM 8-t1 SEE 2CR3 A5.3 FOR JOINT DUAL 4 3/4• 01,1 81/4• R-2 4 GYPSUM � 1 *14►1/1/11111/1/►/►/►I►I►/ ►1411/11/ 111 ►I►Il4 /1 1 111111 /►/►/t1►111►j4? " eq 019„ 4 3/4• .4„ i • • • • • • • ,I • • • . :• • • . • • • • • • e. • I• • • ▪ . • • • • • I. • ,: • • . I• • • • • • • • • • • •.r ✓ -� n 4 5.7 SiCE016 OONClETE EUALS 210.8 RAmc PER ISO TARE 43-8 PROVCE 2 1011 APPUCATCN OF NELSON TPYE CLK FKLESTOP CAW( MO BACKER ROD. 117 SLCET7l>,S CONCIETE FUIRTER EUOLS 4 NOUt RATIO PER IM TALX 43-8 DSTIG NONRATED COIARfTER CITY RPM ROMS. 5.5" CONK PMEL MD 25 GA 3.5" STIRS WITH (1) LAYER GB ON NSDE do R -11 BATTS, PC 2-HR RATED, SEE SITS A21 & PLYWOOD" STUDS 0 24" OC WITI.1___1f2" PLYWOOD. LAYER GB BOTH 51oE5r NC R-4 , & R -0 BATTS, NC 1-ER RATED, SEE SHTS Alt k A4.3 5.5" PA EL MD 25 GA 3.5" STUDS WITH 1LAYER O8 ON NC LN?ATED, SEE SITS A2.1 & A43 5.5" WC PMEL WITH CO LAYER GB ON M A E ON FLf C SEE S A2.111 53" CONK PANEL. SEE SHTS A2.111 A43 53" CONC PANEL �1) LAYER yY PLYWOOD LP TO AF .1c Rat BATTS. 4 HR. RATED JOINT © COMP CITY SCALE: 1- 1/2 " 4-0" REF: 1-Al 5.5" CONC PANEL AND 25 GA 3.5" STUDS WITH te LAYER GB ON NSDE, & R -11 BATTS, SEE SHTS A2.1 & A4.3 25 GA 35" STUDS 0 24" OC WITH 1/2" PLYWOOD, R-4 PC DRYVIT, NC NONRATED. SEE SHT A21 (� L.AAYEERR t 8 BOTH WES, 24" -1I BATTS, PC NONRATED, SEE SHY A21 24 GA 4" STUDS • 24" CC. WITH 5/8" PLYWOOD LPRATEDI, SEE SHT. 25 "25GASTLDSO 4 "OCtPTO WYH GB LAYER BOTH fESSTMY% AT T MR C AS,E1 H! RAM, SEE SHTS A2.1 3L A32 NC MATE • • • ,• • • • .:• • • . • to • I•• • • • • • . :• • • NC IIRA R ID - At + t►il► Ill ►t► /1►►i►t/1111i/►1►1/il///l/ _i4/ /11 /1i /1 /1/ /11111 / /111 / /1 / /1 // u; emmsmi F N:. Y • • • •, • • .• • • • • •• • ., • • • • • • •• •• • • • • •• • • .•• R-1 2 FR FRE RESISTANCE CALCULATED PER UBC TABLE 438 ITEM 6-41 SEE 2 OR 3/A5.3 FOR JOINT DUAL R t2 1* • 711"Ari 22 We R-11 1* FIRE RESSTANCE CALCULATED PER UBC TABLE 438 ITEM 6-t1 SEE 2 OR 4 /A5.3 FOR JOINT DETAL - CROWE 2 IC OR APPLCATCN OF NELSON TPYE q K FRESTCP CAW( MO BACKER RCO. 4 LAYERS of e TYPE X CO ale TO TO OONC 6 EUNALFM TO SOW GYPSUM Y we IN MA 8-22 TABLE 43-8 121 SLCEOIS CCHOETE PIASTER MILS 2 FR RAMC PER TALE 43-8 ODA 8-t1 2 HR. RATED JOINT © CONC PANELS SCALE: 1- 1/2 "=4 -0" REF: 1-Al SHAFTWALL STIRS, 1-HR RATNG, SEE SHTS A2.1 & A32 3.5" 25 GA STUDS 24" OC UP TO FLOOR DECK ABOVE. WITH_ _(O LAYER G8 UP TO OCR DECK ON SALES FLOOR NC LAYER GB, WATER RESISTMIT AT T ROOMS, UP TO 3" ABOVE CELNG F ANY, SOUND IXACEMIG NSU.ATCN TO FLOOR DECK, SEE SHTS A21 & A32 35" 25 GA STUDS9 24" OC UP TO FLOOR DECK ABOVE, WITH (O LAYER G8 UP TO FLOOR LAYER Oft 04 FLOOR TO FLOOR CE TAPPEED JOINTED OILY ON RECEIVNG SOUND tA TO FL � �� DECK, SEE oDEECK MOOVL STHS0 uY R GB LP IP FLOOR FLOOR DECK �Aeevw�E.. TAPED & JDNTED ONLY ON KCMG AKA, SEE SW A21 CITY OF TUKWILA APPROVED MI6 2 6 1994 ®W.S. SOUND BUILDING DIVISION 3s 25 GA STUDS O 4 00LPTO3" ABOVE CELIC WITH LAYER GB BOTH NSU.ATION AT MANAGERS Cm TO FLOOR C AT STRKE SIDE OF ALL DOORS OR IAN EVERY 12' WITH 18 GA STUD FROM FLOOR, SEE SHTS A2.1 & A32 OC UP TFLOOR DER( ABOVEWITH (11) it r LAYER G8 UP TO FLOOR DEC( WJ►TER RESISTANT BOTH S UP TO 3 ABOVE CELNG SCUC CE NSU.ATCN TO FLOOR DECK, SEE SHTS A2.1 1t A32 DGA53 " STUDS O24 "OC WITH 1 /2" Y1,0 2 RATED, SEE - 0 SHRSHTS AAlt& AA4.1 PC -HR OA 5.5" MOS • 24" oc WITH 1/2~ RATED, SHY A4.1 NOTES NSTAU. METAL SUPPORT k DRYWALL SYSTEM N ACCORDANCE WITN USG BU.LETNS SA 92311 SA 927, CURRENT EDITIONS. AU. STEEL STUDS TO BE /ANMUN ST5 25 GA ASTM C 845 GALVANQED Al A1. ALA �eET�WE3E/N4 CONCRETE PANELS TO BE PO JV MI SEALANT & BACKNG ROD T ALL • FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE NE. ARCHITECTS SEATTLE. WAS114407 N 98155 TELE (206) 365 -7431 FAX (206) 365 -7504 PARTITION TYPES FIDELITY ASSOCIATES, HOMELFE JOB: 1994 HOMELFE FLE: FDA5 -3.GCD 4104 REGISTERED DRAWN BY: SDH MC. TECT 1 CHECKED BY: •.1' F RT DATE 5 30/94 HOWARD R. TURPFP! • 1 1/2 = 11 -0' STATE OF WAS! ;.$I ' • REVISIONS Ik 3tI&' ,111- 'I*rl,Cr',7.. ffl tr. RECEIVED ■E real are -FKVEQ mr SHEET llofi KI 14:0A mm • of s. IMIANOM OLW. PAYOOR • NEW PAWPAW' C.B. /4 T.E. - 00.4O manes 2'+ /- RETAINING WALL • • T.E..100.00 LL•102.50 2LFet. •S.• 301.90' • BENCH MARK: CHISELED 'O' ON N.E. CORNER OF CONCRETE PAD. ELEV.= 100.00(ASSUMED DATUM) N.G.S. DATUM =25.28 NOTE: CONCRETE PAD IS LOCATED ON THE NORTH PL. BETWEEN THE SIDEWALK AND CURB ALONG ANDOVER PARK EAST. SEE SURVEY BY "CHADWICK SURVEYING AND ENGINEERING" NOTE; BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS A DIGITIZED REPRODUCTION OF A SURVEY PREPARED BY "CHADWICK SURVEYING AND ENGINEERING" WITH LAST REVISION DATE 10- 28 -92. ALL DIMENSIONS AND ELEVATIONS USED FOR DESIGN SHOULD BE VERIFIED IN THE FIELD BY THE DESIGNER /CONTRACTOR. 4U • o• F • • • • NOM NET. NOE 51101 TO Mt IMAM NEW 111114 Mat Mel PIPE NIIR I0 Me 10 'DC V IC fL11N1. • 0 GIRO MVORNT NEW BUILDING UNE 1 tt) T1 I to SECTION II-13 L • LOON .. 104.10 • v75 30LF 8• T.L•1' Mel WOO T.L.104.25 EE.•M.aO 107V r R.L. • 1.83* NOV CURD L OW Oa OR OLT OF ISO PON SONO TOT ~ NU MOM ADJACENT ONNOL IIJ�I.- %CRON C-C 1-J1.i 1t.. \l �,1•_ I \ J - -. l� SOLO T.L•105.00 LL•NI.00 s �s• LOOS 1' T -G -GP QUANTITIES CUT s1.S000Y FILL 2•900CY FOR PERMITTING USE ONLY. APPRO*MATE LOCATNNI d A.O. MATCI' UNE - - -1 - -I- NOTES: O REMOVE EXISTING CATCH BASIN AND PLUG PIPES. ® CONTRACTOR TO VERIFY HORIZONT L AN I r VERTICAL LOCATION OF EXIST. U TY I I VERIFY CLEARANCE PRIOR TO I 1 1 1 1 I 1 1 ,I 1 1 1 1 1 1 I I I 1 1 I 1. _1_J s -n 0844 91• It.fl12T{ jq. - E..9tA716. T) C.IL • w T.L■ 01. I.L• /7.01 END CONC. WAUC AT PROPERTY UNE ct. . T.L.1000.20 - _. Lt• 10.10... - - -- AULTS TO fE NAANOON. 1fta WI/ 1S •, =' it It FOR ELL Mc»� ADO OAiOW TO • I NI r NOM. lac � itTO RACK MST CB NO CANC 121 OVUM Et CO 'San.. LL•NL00 1t(m*) NN INSTALL 1. at COMMIE f EWAUt STRANDER BOULEVARD :7 •"tne• r1. r Kt ova SHUT C3 I.t :544.1•Y> I.t.w.0'f6' «.s> ' ' 1E EIL FN TO SACK Or I t."" +.,IYarl r SAX_ AN PAINT NYD. PER CITY STD. MUM* P.LV. NORM SILWRIN MILK AND GYRO MOP TO 0I1111*ICTION OF NM MAUL - i IS 1 GRAPHIC SCALE r w (NFNT) 1 bah 20 R. LEGEND oa -- .102 - -- • 100.83 ... • _._..,... S1 • kuss 0ca. samosem li EXISTING FIRE HYDRANT WATER VALVE CONTOURS SPOT ELEVATION SANITARY SEWER CATCH BASIN POWER VAULT GAS METER WATER METER STORM DRAIN SANITARY SEWER MANHOLE PROPOSED CONTOURS SPOT ELEVATION CLEANOUT STORM DRAIN CLEANOUT RIDGE LINE SATCH BASIN STORM DRAIN BUILDING LINE HEAVY PAVING GRADING it UTILITY PLAN JOB' 93249.01 FILE' DRAWN BY' CAM CHECKED BY' JEA DATE' AUONST 3, 1994 SCALE' 1•a20' -O• REV IONS TURNER AND ASSOCIATES ARCHITECTS 114a NM PLACE ILL SEATTLE, E, VACHONTDI NL7~ MOD %6.7431 Mb Ron a SINa Ills DIAL t. __•WO Nwaww IS IS As s SS lb w NN SHEET C1 \•324•GRD.DWG .fl RECEIVED AUG 151111 PUJaM IKS ••• STORM DRAINAGE NOTTS 1. ACCORDANCE a �R SM o xs CONSTRUCMON SYMI�STA j MAN PUBLIC MOMB AKD Ab OTY AN(gFICA & NKNLA 2. INC CONTACTOR IS SOLELY KSPONBSLL FON Mg MEANS. METHODS AND SIMMER Of CONSTRUCTION AND FON TMt SAFETY Of WOMAN AND Onn ON ME CONSTRUCTION RITE. 7, IT SHALL K THE CONTRAC 'S NEIPONSIMUiY TO PROTECT IN -PLACE ALL UMW" /MOM STRUCTUREESS %WRIER MOM ON NOPERATIONS SHALL BE WANED ATTONEE CONTR�ACTORR S MOM 4. PROVE* AND MAINTAIN TEMPORARY FILTER MIIOC SILT RICE TO INSURE KOIMCNT LADEN WATER DICES NOT LEAN THE PROMO/ SRL THE VACUITIES MUST K IN OPERATiC' PRIOR TO CLEARING OR OTHER CONSTRUCTION AND K MANTAINEO UNTIL CONSI1RUO1ON AND LANDSCAPING ME COMPLETED AND POTENTIAL FOR CM -SITE EROSION HAS PASS AS CowsmRUCDON PROGRESSES AND VIPECTED (SEASONAL) CONDITIONS DICTATE, MORE ILTARON CCHtKOL FActU11LS MAY K REQUIRED TO INSURE COMPUTE SILTATION CONTROL ON DC PROPOSED PRQRCT. THEREFORE, OURNO THE COURSE OF CONSIIECTON IT SMALL SE INC CSUOATIOI AND RESPONSISIUTY Of TIME TAWLCPER TO ADDRESS ANY NEW CONDITIONS THAT MAY K CREATED BY HIS ACTIVITIES AND TO PRONOE MOTIONAL PAOUMSS,, OVER AND ABOVE ANNUM REOUREMEr'L EEOIO AS MAY K N TO PROiECT ADJACENT PROPERIM a ALL TYPE 1 CATION SASNS MALL K POI APWA STANDARD PLAN NO B -1 NTH APWA STAND�1Rp PLAN NO. • -2o FRAME AND ORATE. ALL TYPE HI CATOI PAINS (01L/WATER SEPARATOR)) SHALL ME PER APWA STANDARD PLAN Nt u -14 NiN APWA STANDARD PLAN N0. 11-24 RIAMI MD ORATE. IL THE SACKFUL SEAL K RACED EQUALLY ON BOTH SEES OP THE MAXIMUM DEPTH aVfTN VONT LOOSE CRS, MENAGE TANGPING EACHLLAIVt. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH BIDE OF THE PIPE OR TO MME OF RC TRENCH. MATERIALS 10 COMPLETE THE FEL OWN PIPE SHALL BE THE SAME AS EXCAVATED FROM iRt iRENCH EXCEPT THAT ORGANIC MATERIALS. FROZEN LUMPS, ON ROOKS OR PAVEMENT' MMUNKS NOW THAN SIX NICHES IN MAXIMUM DIMENSION, OR OTHER UNSUTAILI MATERIALS SHALL NOT K USED. 7. ALL STORM DRAIN PIPE ENAU. K CONCRETE M OSER IMMETED Asn1 C -14 -2 OR ASTM C -75-11 Oi iS GAUGE GALVANIZED STEEL CORRUGATE META. PIPE. STEEL PIPE SHALL HAVE RATEIIROMT COUPLING MHOS CONFORMNO To THE REQUIREMENTS OF APWA SPEOF CAiIO/s SECitaN s -OS.i (2)A. STEEL PIPE SHALL RECEIVE TREATMENT s ASPHALT CAINONSO AND OUT. (CONCRETE NS0PM D II r ' 01111 OAT MCM. O PLASM) SAU. SE CLAW PER A STANDARD PIA N�Q. 11-11. TRENCH WIDTH SHALL K 40 INCHES MAXIMUM 011 1 -i/2 1N13 PIPE OINNTER PLUS 1B INDIES, MIDIEVER 1s OOIRIEEAAiUt 'ACIDIC. SMALL K PLACED IN S 11401 LAYERS COMPACTED TO sass MAXIMUM DENSITY. t MoFILTRAION SWAM& RESTRCTORS AND STORM DRAINS NOT LOCATED ON FUNJC TIGHT -OF -WAY ARE To K MCVAtELY MAINTAINED. 10. IN ALL AREAS, OTHER THAN ROADS, MIERE CONSTRUCTION REOUMEs THE REMOVAL O SOD, ETA,, THOSE MEAS SHALL K HYDRO- SEEDED NTH NW DIASS FON THE PREVtNLION or ON-STE EROSION. 11. ALL PIPE SMALL K LAO ON A PROPERLY PREPARED FOUNDATION ACCORCNO TO WASMNOTCN STATE SPEOFTCAUON 7_02.3(1). THIS SHALL INCLUDE NECESSARY LEWUNO OF PC TREMOR BOTTOM ON THE TOP OF THE FOUNDATION MATERIAL AS WELL. AS PLACEMENT AiD COMPACTION OF REQUIRED SOONG MATERIAL TO UNIFORM GRADE SO THAT 11* EN1ME MOM OF DC PIPE NU. K SUPPORTED ON A UNIFORMLY DENSE C AREW*, BASE. 12. THE STORM ORNNACE SYSTEM SHALL K CONSTRUCTED ACCORDING TO INC APPROVED PLANS NIGH ME ON FILE IN THE DEPMiaENT CF MANX MI KS. ANY DtMAi1ON FROM THE APPROVED PLANS NLL REQUIRE MITTEN APPROVAL MOM DC PROPER AGENCY, CURRENTLY INC are OF iURNLL OEPM1NENT a PUSUC Wom4. 13. A COPY OF 1NESE APPROVED PLANS MUST K ON INC RS SW NIILEVER CONSTRUCTION 13 IN PROGRESS. 14. ALL ROOF DRAINS AND P001INO DOWNS SHALL K MINiUNED TO THE STORM DRANIAOE SISTER. CAMERAL ENGINEERING NOTES I. EXISTING UMW, AND INOERORONID STRUCTURES SNOW ON 11* PLAN ARE BASED UPON THE KST ANAEMIC PIUBUC RECORDS ARAM PRIVATE RECORDS AS SUPPLIED BY DE PROJECT OLDER NOVA DATA OBTAINED VENALLY FROM OMENS OR OFFICALS ASSOCIATED WITH TIK PMICR.M U1UTY. NEITHER RC OLDER NOR INC ENONEEE OUARANTEE TIC ACCURACY OR COMPLETENESS OF THIS MFONMAIION AND ASSUME NO RESPONSIMUTY FOI IMPROPER LOCATIONS OR FMURE 10 SHOW UTILITY LOCATIONS Of DC CONSTRUCTION PLANS. OTHER UNONORCUND FAOUIIES NOT SNOW ON TIC ORANIIOS MAY K ENCOUNTERED CURING INC COURSE Of INC WORK ALL INVERT ELEVATIONS MOWN O DR ORANNOS SHALL K WANED BY DC CONiRACTCR PRIOR TO CONSTRUCTION. 2. N CHANGED 00101I0NS ARE ENCOUN((T�E)�RED, 111E CONTRACTOR SHALL (CCOONNDITIO S t ENGINEER , nt0 FFRO THOSE NO$CATEEDININ 1H1 PLANS, OR NATURE, UNKIND* Y FROM T 0 VlA ENCOUN- TERED PROMOS: MN IN Tic CONTRACT. THE CONTRACTOR WORK OF ME AtIatgrjellta OWNER SNAIL MANE NO CLAMS TO Rt MOWER FOR iON FOE DMA WORN INSULTING FROM CHANGED CONDI- 110NS S - RC OMEN HAS AARON) Mt WORN M IMMO 01100T KC 3. Mt CONTRACTOR SHALL CALL ENE MURES UNDERGROUND LOCATION CENTER FOR FiELD LOCATION OF ALL UtIUTIES AND SNAIL NOT KON EXCAVATION UNTIL ALL )DOWN UNDERGROUND FAWNS IN THE MCNTY Cr TIC PROPOSED WORN HAW BEEN LOCATED AND MARKED. P THIN UNITY IS NOT A SUBSDKBER OP THE MOOT- GROUND LOCATION CENTER MEN 111E CONTRACTOR SHALL GM NM- MOM T.' TO MAT unity. mOOF SEC. 1 -07.17 AMA SUPPLEMEN 4. ENE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND VCR - OR SOHO DIOMEMINO AND CONSIMNCDON PRACiICLS M COMIC- MC iIE WORK, THE CONTRACTOR SHALL PROTECT IMMO FUSUO AND PRIVATE UilUTILS FROM DAMAGE DURING CONSTRUCTION. P IMMO UT1U11ES AK DAMAGED, THE CONTRACTOR SHALL IMME- DIATELY HOMY 111E ONIER AND 1111 MOWER. TIC CCN1RACTON MALL RESTORE 111E MUTT t0 Its naSislo CONO110NSIOOT SECTION 1 -07.17 AMA SUPPLE:MOM. NC CONTRACTOR IS RESPON- SIBLE FOR M MEANS MD MEMODS CF CONSiMC1ON FON DIES ON S MOM ON i OE PLANS) a MERE TAIL PLANS CALL FOR UiIU1ES TO K RELOCATED BY 01N- EOM TIC CONTRACTOR SHAD NOiIFY ME UiIUTY COWRY M0 COORDINATE HIS a 163 AS TO MOD CONFUCit O. ALL EXCAVATION 11100Cr10, SUBORADL PREPARATION, FELL PLACE- MENT AND COIN PACION AND ALL SOT. WORK IN GENERAL SHALL K CONDUCTED IN COMPLIANCE NTH Mt RECOMMENDATION OF TIE PROTECT SOIL MOWER AND 1141 CURRENT K01[CNCAL ENMIEER- 1110 REPORT. 7. EN/I[ERIC CLNON AND APPROVAL FOR STRUCTURES SUCH AS RAM AND VMULiS MUSE K PREPARED BY 111E AMROMAiE PROFESSIONAL ENOINEER MD A NOT A PART OF THIN PLANS. 1 . 4 431%.10\+Ott.rrn SPECIAL DIAINAOS NOTES FON CN -SITE DEVELOPMENT 1. CONO :WON 10 Wan ALL EASiNNG UTIUtY LOCATIONS NCMZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION, t ALL OWING ROOF DRAIN LOCATIONS NEED TO K VERI1L0 PRIOR TO CONSTRUCTION. 00 NOT CONNECT ANY ROOF DRAMA TO PARKING LOT CAM SHOW. ALL ROOF DRAMS MUST K CONNECTED TO al 3. rim MUST MUST K SI EDLIIM MCOTAII DISCONNECT AN CAPPED A MANUAL LOCATION OF RESTING STOW) TRUNK MAN NOT NNOTM. 4, ALL STORM PIPE MUST K MM0014 SORE PIPE. a FIELD V1TIFY PROPOSED STORM DRAIN CROSSINGS PRIOR TO CONSTRUCTION TO MME SURE Mpg TILL NOT K ANY CORIUCTI. 2" A.C. PAVEMENT CL. "B" 4" CRUSHED ROCK ti COMPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR 12" GRAVEL BASE COMPACTED TO 959: MAX. DRY DENSITY MODIFIED PROCTOR o °O °o °o °o °H 0 °O °y°PO °00 °1 LIGHT IE =96.22 12" SD ooD INV =96,22 TURN DOWN 90' WITH 2 3/8" ORIFICE LOW FLOW 3LF- 6 "SD INV. =96.15 INV. =96.15 IE =96.22 OIL /WATER SEPARATOR VAULT UTILITY VAULT #5106 -CPS 1.600 GALLON CAP. 0 4.0' DEPTH TE= 100.38 fC.B. #2 -T.E. = 100.20 I.E. =96.10 CONTROL MH #1 TE= 100.25 3" A.C. PAVEMENT CL "B" :rr• 0 0v0 0-v000C 0 0 0 0 0000000 0 000 0 000 0 C DOOOOOOOOOC D O D O O C P°n°nr 0 II 6" CRUSHED ROCK COMPACTED TO 96Z MAX. DRY DENSITY MODIFIED PROCTOR 12" GRAVEL BASE COMPACTED TO 95P4 MAX. DRY DENSITY MODIFIED PROCTOR. HEAVY PAVEMENT SECTIONS NTS INV. =97.75 9LF 6 "SD CO 0.5% 4' 19.5LF 12" SD ® 0.5% CROSSING CONTRACTOR TO VERIFY CLEARANCE PRIOR TO CONSTRUCTION. EXIST. 8" WATER 1394asetcn IE SD =97.17 IE SD =96.05 I.E. =96.00 INV. =96.90 REPLACE EX. CB W/ TY. I I (48 ") #00 TE= 99.4 + /- IE= 96.0 + /- CONTRACTOR TO VERIFY ELEVATION OF C.B. PRIOR TO CONSTRUCTION. STORM DRAINAGE DETAIL FOR OIL/WATER SEPARATOR & CONTROL STRUCTURE NOTES AND DETAILS J08, 93249.01 FILE, DRAWN BYI CJR CHECKED BY' .TEA DATE' AUGUST 3, 1994 SCALE' 1' ■20' -0' REVISIONS TURNER AND ASSOCIATES ARCHITECTS •410 14th PLACE NJE. SEATTLE, VAlHENOtaN NMI COOS) 313-7431 SUM ROW i INiS NEC. • Mt ISOM M WO SU R1)SRs so a AN Mt sin M NM c.a ANNA onamtrA RECEIVED AUG 9 1994 AUG - 9 1994 Mill? OMR PUBLIC WORKS SHEET C2 4. 4 GENERAL STRUCTURAL NOTES awITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1991 EDITION). 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD 25 PSF FLOOR LIVE LOAD (RETAIL) 100 PSF • STAIR AND CORRIDOR LIVE LOAD 100 PSF MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER WIND 80 MPH, EXPOSURE "W' EARTHQUAKE ZONE 3, RN = 6 SEE PLANS FOR ADDITIONAL LOADING CRITERIA • THE FLOOR FRAMING HAS BEEN DESIGNED TO SUPPORT A UVE LOAD OF 100 PSF. 1HE LIVE LOAD DEFLECTION OF THE PREFABRICATED JOISTS HAS BEEN UNITED PER THE UBC RECOMENDATIONS FOR A 100 PSF UVE LOAD AND PER THE MANUFACTURER'S RECOMENDATIONS FOR A 75 PSF LIVE LOAD. 3. STRUCTURAL DRAWINGS SHALL BE USED 04 CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAW BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY IOU NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHAD BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. INSPECTION: CONCRETE CONSTRUCTION. PRECAST CONCRETE ERECTION. STRUCTURAL STEEL FABRICATION AND ERECTIONFINCLUDING FIELD MELDING AND HIGH - STRENGTH FIELD BOLTING), AND EXPANSION BOLTS AND • THREADED EXPANSION INSERTS SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 306 OF THE UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUAUFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. GEOTECHNICAL 10. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE. EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN iN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHAU. BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 24' BELOW LOWEST ADJACENT FINISHD GRADE. FOOTING DEPTHS/ELEVAIICNS SHOWN ON PLANS (OR iN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WiTH THE TESTING LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN 'THE SOILS REPORT. ALLOWABLE SOIL PRESSURE 3000 PSF LATERAL EARTH PRESSURE 35 PCF SOILS REPORT REFERENCE: DAMES & MOORE No. 28761 -001 -016 DATED MAY 20, 1994 ' 9ASeo 4%M to, LA01• MICE 11. CONCRETE SHALL BE MiXED, PROPORTIONED, CONVEYED AND PLACED iN ACCORDANCE WITH UBC SECTION 2605 AND ACI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF Cc = 1000 PSI AND MiX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PR000CE A SLUMP OF 5' OR LESS. ' THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX iS SUBMITTED TO THE STRUCTURAL ENGINEER MD THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRiOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MiX SHALL INCLUDE THE AMOUNTS OF CEMENT, FiNE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD MD SUBSTANTIATING STRENGTH DMA IN ACCORDANCE WITH U.B.C. 2605(d). REVIEW OF MiX SUBMiTTALS BY THE ENGINEER OF RECORD INDICATES ONLY iHAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMiND TO 1991 U.B.C. STANDARD 26 -13. TOTAL AiR CONTENT FOR FROST - RESISTANT CONCRETE SHALL BE iN ACCORDANCE WITH TABLE 26 -A -1 OF THE UNIFORM BUILDING CODE. (THE FOU.OWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) 12. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 59, GRADE 60, ty ■ 60,000 P51. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, rya 40,000 PSI. GRADE 80 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A815(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. 01.4 ARE SUBMITTED. WELDED WiRE FABRIC SHALL CONFORM TO ASiM A -185. 13. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-80 AND 318 -89. LAP ALL CONTINUOUS REINFORCEMENT j5 AND SMALLER 40 BAR DIAMETERS OR 2' -O' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS f5 AND SMALLER 40 BAR DIAMETERS OR 2' -O' MINIMUM. LAPS OF LARGER BARS SHAU. BE MADE IN ACCORDANCE WITH ACi 318 -89, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD 800 UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 14. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' FORMED SURFACES EXPOSED TO EARTH (Le. WALLS BELOW GROUND) OR WEATHER (g6 BARS OR LARGER) .... 2" (r5 BARS OR SMALLER)...1 1/2' COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2 SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS 1/8') OR ... 3/4' 15. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR Si2E AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOiN CAST -IN -PLACE AND PRECAST. 16. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE V4TH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH i1 IS PLACED (3000 PSi MINIMUM). AKNORA1E 17. EXPANSION BOLTS INTO CONCRETE SHALL BE 'TRU -BOLT' WEDGE ANCHORS. EXPANSION BOLTS INTO GROUTED MASONRY UNITS SHALL BE 'DYNA -BOLT' SLEEVE ANCHORS. THREADED EXPANSION INSERTS INTO CONCRETE OR GROUTED MASONRY UNITS SHALL BE NON -DRILL ANCHORS, AS MANUFACTURED BY I11V RAMSET/RED HEAD INSTALLED IN STRICT ACCORDANCE WITH I.C.8.0. REPORT NO. 1372, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS OR INSERTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT AND INSERT INSTALLATION. 18. DRIVE PINS MD OTHER POWDER - ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (SERIES 1500. 0.14' DIAMETER UNLESS OTHERWISE NOTDJ AS MANUFACTURED BY RAMSET/RED HEAD OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL iN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 1639. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1' UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3' TO NEAREST CONCRETE EDGE. 19. EPDXY- GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH HS -200 SOLID BOND EPDXY BY ANCHOR -IT FASTENING SYSTEMS, ADHESIVES TECHNOLOGY CORPORATION. INSTALL IN STRICT ACCORDANCE WITH I.C.8.0. REPORT NO. 4398. SPECIAL INSPECTION OF INSTALLATION 1S REQUIRED. SiRT:L 20. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.i.S.C. SPECIFICATIONS MD CODES: 1. SPECIFICATION FOR STRUCTURAL S11:EL BUILDINGS - ALLOWABLE STRESS DESIGN. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS MD BRIDGES. AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: 'THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE 910P DRAWINGS.' 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASiM A325 OR A490 BOLTS. 21. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy = 36 KM. STEEL PiPE SHALL CONFORM TO ASIA A -53, TYPE E OR S. GRADE 8, Fy = 35 K51. STRUCTURAL TUBING SHALL CONFORM TO ASIA A500, GRADE B, Fy = 46 K51. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 22. ALL WELDING SHALL BE IN CONFORMANCE RIM A.1.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY WLA.8.0. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFiD *DS (AS DEFINED BY A.W.S.) SHALL BE USED. MELDING OF GRADE 60 REINFORCING BARS (iF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES WELDING OF GRADE 40 REINFORCING BARS (iF REWIRED) SHALL BE PERFORMED USING E70XX ELECTRODES WELDING WITHIN 4' OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. ect otql 23. COLD - FORMED STEEL FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAUGE SHOWN ON THE PLANS NOTATIONS ON THE DRAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY ANGELES METAL SYSTEMS. PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL COLD - FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. 'SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS." B. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A446, GRADE 0 ASTM A446, GRADE A Fy = 50 ksi Fy = 33 ksi 12, 14, AND 16 GAGE 18 and 20 GAGE WHERE NOTED, PAINTED STUDS SHALL CONFORM TO: ASTM A570, GRADE E Fy = 50 ksi ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36 Fy = 36 ksi C. WELDING OF COLD- FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. D. WALL FRAMING: ALL STUD WALLS SHOWN MD NOT OTHERWISE NOTED SHALL BE 16105550 STUDS AT 24" O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF All WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 16 XHD 800 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WiO1H BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH /8 SCREWS AT 16' O.C. OR ATTACHED TO CONCRETE WITH 5/32' DIAMETER DRIVE -PINS • 16" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE WELDED TO EACH OTHER iN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS FOR REQUIRED SHEATHING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND PLYWOOD ON EXTERIOR SURFACES SCREWED 10 ALL STUDS, TOP AND BOTTOM TRACKS, AND BLOCKING WITH SCREWS AT 12' 0.C. ALL BEARING STUDS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK MIS BUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER 1991 U.B.C. TABLE 47G. TRACK SECTIONS SHALL BE UNPUNCHED AND HAVE AT LEAST 1' FLANGES. WALLS WHICH HAVE SHEATHING CONNECTED ON ONE SIDE ONLY SHALL HAVE UNSHEATHED FLANGES LATERALLY SUPPORTED IN ACCORDANCE WITH THE DETAILS. WOW 24. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: DOUGLAS FIR NO. 2 MINIMUM BASIC DESIGN STRESS, tb = 1250 PSI BEAMS AND STRINGERS: DOUGLAS FIR NO. 1 (INCLUDING 6 X AND LARGER MEMBERS) MINIMUM BASIC DESIGN STRESS, Ib = 1350 PSI POSTS AND TIMBERS: DOUGLAS 119 NO. 1 MINIMUM BASIC DESIGN STRESS, lc = 1000 PSI 5111DS, PLATES & MISCELLANEOUS LIGHT FRAMING: DOUGLAS FIR OR HEM -FIR STANDARD GRADE BOLTED STUDS, LEDGERS AND PLATES DOUGLAS FiR, STANDARD GRADE 2 X 6 STUDS AND PLATES DOUGLAS FIR OR HEM FiR NO. 3 /STUD GRADE 25. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASiM AND AiTC STANDARDS. EACH MEMBER SHALL BEAR AN A.i.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.i.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V3, Fb = 2.400 PS1, Fv = 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS 119 COMBINATION 24F -V8, Fb = 2400 PSI, Fv = 165 PS1. • CRY PAPR LA OV D AUG 2 6 1994 JGDIVION mr^` UCSWIUTS PEVItwEU Eon CONFORMANCE WITH THE FOU 10 '.0 nw0 C NAIicES y BTRU' ' 'RU4tPoRA,euiw,N000DE ONO`'•; c' ,“t,+vnL'.:'F,RMaU1LDIAICODE d WA':.. • . '., I:22P..::E: R:3UI.ATION3 Tilt ''I•'.•,•ANi' ,1 havonsIEI.E FOR ODNFOI a wsni ALL APE! . e �NDINANCES SUBJECT To REOUIIItMENTS AND INR: ivr'.:TAT,ONS OP TIN OOVERNI4 AUTWRITY. D.ae, 9.15.94 Dew a. 116.99. air FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE N.E. ARCHITECTS SEATTLE, WASHINGTON 96155 TELE: (206) 385 -7431 , GENERAL STRUCTURAL NOTES FIDELITY ASSOCIATES, HOMELIFE JOB: x FILE: x DRAWN BY: HRB CHECKED BY PAF DATE: 5/23/94 SCALP: REVISIONS 6 24 94 PERMIT REVISIONS S OOORDINAUON W 11 ��, EO REC 0 IS 1114 c� LAB RFCI =IVFIl .`v . 1111 i r nut SHEET ROBERT FOSSAIfI ASSOC (CONTINUED) GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) 26. LAAM]f{ATELRIIER LUMBER (LVL) SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY, ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH NER -126 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM 02559 WIN ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. Fb = 2600 PSI, E = 1.8 x 106 PSI, Fv = 285 PSI (FOR 1.8E MEMBERS) Fb = 2925 PSI, E = 2.0 x 106 PSI, iv = 285 PSI FOR 1 3/4" WIDE 2.0E MEMBERS Fb = 2485 PSI, E = 2.0 x 106 PSI, Fv = 285 PSI (FOR 3 1/2" WIDE 2.0E MEMBERS DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUIED FOR HEMS SHOWN PROVIDED THEY HAW 1.C.B.0. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. 27. PARALLEL STRAND LUMBER (PSI.) BOARD SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUAUTY CONTROL AGENCY. ALL PARALLEL STRAND LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH NER -292 GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM 02559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. Fb = 2900 PSI, E = 2.0 x 106 PS1, Fv = 290 PSI (FOR 2.0E MEMBERS) Fb = 3100 PSI, E = 2.1 x 106 PSI, Fv = 290 PSI (FOR 2.1E MEMBERS) DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.C.8.0. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. 28. PREFABRICATED OPEN NFL OD TRUSSES (OR COMBINATION WOOD AND METAL) SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, PRE - NOTCHED PLATES, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 29. PREFABRICATED PLYWOOD WEB JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON TIE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. 30. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR GLUE IN CONFORMANCE WITH U.B.C. STANDARD NO. 25-9'. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 31. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 32. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE 'STRONG -TIE' BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C -94 H -1. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE 1C80 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT T# MEMBERS, PUCE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHAW. CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. $q4-01Q1 33. WOOD FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 25-Q OF THE UNIFORM BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS MD NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON 1100D. INSTALLATION OF LAG BOLTS SHALL CONFORM TO UBC STANDARD 25 -17, SECTION 25.1736. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 STUDS 016" O.C. AT INTERIOR WALLS AND 2 x 6 • 24' O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWG 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. ALL STUD WALLS SHALL HAW THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 3/4' DIAMETER ANCHOR BOLTS • 6' -0' 0.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d • 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REOUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7' O.C. USE 5d COOLER NAILS FOR 1/2' GWB AND 6d COOLER NAILS FOR 5/8' G. USE j11 GAUGE, 1 -3/4' LONG, 7/16' HEAD, DIAMOND POINT, GALVANIZED NAILS FOR EXTERIOR SHEATHING. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL All MULTI -JOIST BEAMS TOGETHER WITH 16d 0 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH Bd NAILS 0 6' O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND • It O.C. (10' O.C. AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS /TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE- AND - GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW IN SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d 0 12' O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. TONGUE AND GROOVE STRUCTURAL ROOF AND FLOOR DECKING SHALL BE INSTALLED AS FOLLOWS: 2X DECKING SHALL BE TOENAILED THROUGH THE TONGUE AND FA(ENAILED WITH ONE 16d NAIL PER PIECE PER SUPPORT. 3X AND 4X DECKING SHALL BE TOENAILED WITH ONE 40d NAIL AND FACENAILED WITH ONE 60d NAIL PER SUPPORT. COURSES SHALL BE SPIKED TOGETHER WITH 8' SPIKES AT 30' O.C. (MAXIMUM) AND AT 10' (MAXIMUM) FROM EACH END OF EACH PIECE. SPIKES SHALL BE INSTALLED IN PREDRILLED EDGE HOLES. • CITY OF TUKWILA APPROVED AUG 2 6 1994 SilE0 BUILDI a DIVISION • NOTES TURNER AND ASSOCIATES 18420 24th PLACE N.E. ARCHITECTS SEATTLE. WASHINGTON 96165 TELE: (206) 365 -7431 14114W DatD.. FIDELITY ASSOCIATES, HOMELIFE KO RArrl SWENSON PERM f • . tncotpent"d a.•DS .414 M .91 M- A/-IS/ nuns 7/tV 11 SCALE: FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE N.E. ARCHITECTS SEATTLE. WASHINGTON 96165 TELE: (206) 365 -7431 GENERAL STRUCTURAL NOTES FIDELITY ASSOCIATES, HOMELIFE JOB: x FILE: x DRAWN BY: NR8 CHECKED BY: PAP DATE: 5/23/94 SCALE: REVISIONS 6/24[94 PERMIT REVISIONS 1 COONUINAHON ReCenep %%e 0 t t R ns f t sn I E Hf{_ L? ncJt, 1111 9 7 SHEET RORFRT fOSSATTI ASnc A 15/S5 20'4' 20' -O' 20' -0' 4 13/S5 15/S5 20' -0' s 20'-0• 20' -0" 1 20' -3 3/4' 15/55 ' _ie.# iL1. . -iWf nt_ I f .I - da. Rt 1 C fi3 h 1; 11/S5 w 1. r^ 15/S5 1A SIM 1 \` e pr litanies ; (j 10 /S5 Lt =_J :,O" L 13/S51) ,r-1 ►r- ill 1I A 13/S5 f l 1 1 11/55 mu ?I, 1 :I ' g° �b U AAA EXIST. P/C CONCRETE WALL orb PANEL. SEE ARCH1. FOR y�� PANEL TYPE & LOCATION. '? SEE 16/S7 FOR TYPICAL PANEL INFORMATION TI orb 43 r- 1 t I 43 L _ JIB LJ r- L _J L._J 4/s5 L — J L_ J r- L e j 5 ti �o 1' EXISYG FOOTING ��e ( TYPTCAL) I • 1 4* 7 /S5 _ 8/S5 4-4 ,43 43 4t5/ '9 r—_ LJ 15/S5 1 ' 1 4 I fie% re 1 1 ' L_J J MC12' I Q 4' STRINGER r` L vs5) 21-0* i T e*� 4, L JO r 1, A-- 4 4- J® r- L e b y 2 r- r 1y F TUKWRA ROVED 2 6 1994 ./,�. BUI ' Q DIVISION t J 'O L._J 1S J 1 1 11 11/55` I J —_- I (J11 - r c . O 11 shJ • L t5 ♦S t 43 4) 4) 4/S5 1y SIN 11 • NOTES. 1. SLAB ON GRADE AT NOV FLOOR AREAS SHALL BE 5" THICK CONCRETE REINFORCED W/ 64 W2.9iW2.9 WWM CENTERED OVER 6 MIL VAPOR BARRIER OVER 6' COMPACTED GRAVEL. SEE 3/S5 FOR CONSTRUCTION JOINTS, 2. SLAB ON GRADE AT EXISTING FLOOR AREAS SHALL BE 3" THICK CONCRETE REINFORCED W/ 616 W1,4x W1.4 WW1 CENTERED OVER EXISTING 5 SLAB. THOROUGHLY CLEAN EXISTING CONCRETE SLAB PRIOR TO PLACING NEW CONCRETE. 3. INDICATES FOOTING PER SCHEDULE OF 12/S5. ®• INDICATES EXISTING FOOTING. CONTRACTOR SHALL VERIFY EXISTING FOOTING SIZE EQUALS OR EXCEEDS SCHEDULED FOOTING SIZE. .r 14° RAM 9WEN30N PERBIX wins 3iri . to'.toe. 1410 w w.. .S .tl1.1a WM. y. 11101 101 -a0-MH FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 241h PLACE N.E. ARCHITECTS SEAM. WASHINGTON 98155 1ELE (208) 365 -7431 FOUNDATION PLAN FIDELITY ASSOCIATES, HOMELIFE J08: x FILE: x DRAWN BY: HR9 CHECKED BY: PAF DALE: 5/23/94 SCALE: S'c =1' -o' REVISIONS 6/24/94 PERMIT REVISIONS ! COORDINATION cE"rt° uteSSMA 1: it.00 RecEIVED JJL J i Ns4 SHEET IUIRFDT cgrll A,. 1 1 /S7 - 20' -O" EXIST. P/c CONCRETE WALL trs PANEL. SEE ARCH'L FOR cd PANEL TYPE & LOCATION. SEE 16/S7 FOR TYPICAL r PANEL INFORMATION 14' T 55C A 24'oc 4 /s— L- • 1 20' -0" 20-0" _ 20' -0" 20' -0" 2V -0' 117 e" TJI 35C • 24 "oc 10 A 117/8' TJI /35C 1 24'oc 4A 3/S6 SIM. 14001bsi 5 /S6 SIM In d A 6/S6 - -1SIM 14001bsJ N 1! 4/S7 SUPPORT BEAM ON PILASTER PER 6/S7 a 5 251 4SIM 20'-0" 20'-3 3/4' ... 11 • 'g • PSL 31/2x16 GL 511 251 .CL 5i 251 b_ • '0 e) e 3/S6 23" ' • 24"oc 23 Ti. , • 2C 13/56 1/57 1 o d 11- II N r• 1 1500881 2x4 •24'oc PONY WALL OVER ROOF STRUCTURE 11 11 11 11 11 11 11 11 II 11 11 11 11 11 11 II 11 200 1424 • 2x10 ••24'oe d goo IIP 11 j2)TJl 4 2x10 • 24'oc 2k10 •_24'oc •2;10.244i+c s - PSL 51/21117/1 co. tl1/56 BELOW 16/56 ABOVE nor • PSL 31/2x16 tip 5 M� g a1 a fel f 7 8Ots I GL 40 t rn '42 PS ,0t- N • 0d Dpi G. p d Q (16/S6 1 1 1 Lam_ I 5/S6 SIM c io i0 io • 7/S6 Q. 5x25]2 PSI. 3' x16 - i0 • GL 51.2512 G1. 51/9x2592 • GL 5x25'/2 b 117/9. TJI /35C *� •1 6/S7 6 oc ---.,...N PSL V V. 6/S7 SIM. Pa 3' x16 ORAL T 117/9' TJI /35C 0 16'oc do 1' II 1: II 10' -0' an s'- -rF.•t+..G �.zr ✓t +i raaaa'c 2x8.24'oc ABOVE PSL 3 x9 1) eGs 4x8 ABOVE 51 a*25 7/S6 SIM. 5162512 PS1. 3', x9/2 t I; 456 0 0 Isn C PR. 3' x16 >'I 101 Tar' 0.. 8/57 • N eV 4/S7 Ir O N A �' x 2x101 24'oc 1— t0 • STRINGER PER S2 • i0 • A 8/S6 Ig 8 GL 51 • x25' 4 GL 51/9x257/2 ct .1 10 b 11 P1 3' x16 1' TINA S INN ORA STRUT — rr 1 t 12/S7 PSL 3'/2x1$_2110 •24'oc I— PSL 5Yx14 - -' ,a, �I�I -olq� 4/57 SIM. (2)2x10 PSL 512114 PSL 51/4x14 -4— 41 /ss COY OF TUXWILA APPROVED 146 2 6 1994 8 ILDING DIVISION 0' N NOTES 1. ROOF SHEATHING SHALL BE tre Cox PLYWOOD (PANEL INDEX 32/14 2. FLOOR SHEATHING SHALL BE 3/4" CDX PLYWOOD (PANEL INDEX 40/20). 3. BLOCK AU PLYWOOD PANEL EDGES AT ROOF Al FLOOR, NAIL ALL PANEL EDGES W/ 8d • 4'oc NAIL DIAPHRAGM BOUNDARIES 1 DRAG STRUTS W/ 8d • 21/4 "oc. NAIL TO INTERMEDIATE FRAMING W/ 8d • 10'oc 4. SALVAGED GI 7x291/4 OR 7471/8 MAY BE SUBSTITUTED FOR GL 57/1025V2 AND SMALLER. • 5. SALVAGED GL 7x191/2 MAY BE SUBSTITUTED FOR CL 51/4x18 AND SMALLER. 6. SALVAGED 4x14 OR 2x12 MAY BE SUBSTITUTED FOR 117/9"TJI/35C. 7. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPES AND ELEVATIONS 8. [15000,1 INDICATES APPROXIMATE SIZE, %EIGHT J AND LOCATION OF ROOF SUPPORTED MECHANICAL EQUIPMENT. COORDINATE EXACT LOCATION AND REQUIRED ROOF PENETRATIONS WITH MECHANICAL DRAWINGS. PROVIDE DOUBLE JOISTS AROUND ANY OPENINGS REQUIRING INTERUPTION OF THE ROOF JOISTS. ADJUST JOIST LAYOUT OR PROVIDE ADDITIONAL JOISTS AS REQUIRED FOR SUPPORT OF THE EQUIPMENT. 9. BEAMS INDICATED AS DRAG STRUTS SHALL BE STRAPPED TOGETHER WITH (2) SIMPSON CMST12 AT SPLICE LOCATIONS. • t ' y it WATT) SWENSON PEREIII • �""'," ~ IIONIC 3/I1/ b , 1411 40 la Nes xM" In 7 PIMIW k Ina IOFw-IN, FIDELITY ASSOCIATES TURNER AND ASSOCIATES 16420 24th PLACE NE, ARCHITECTS SEATTLE, WASHINGTON 96155 li7E: (206) 365 -7431 SECOND FLOOR FRAMING , • FIDELITY ASSOCIATES, HOMELIFE JOB: x FILE: x DRAWN BY: MD CHECKED BY: PAF DATE: 5/23/94 SCALE Pe %1' -0' REVISIONS 6/24 PERMIT REVISIONS R COORDINATION 7/21/94 PERMIT REVISIONS . • A 9elefiED _ i9 PrrciVED 0 JUL 2 71gg4 `h�VU�` j1 le SHEET S3 . , • .. . 4 20' -0" 20' -O'. Sq 20' -0" 20' -0" 20' -O" 20' -0" 20' -0" 20-0" C SCREEN PER ARCH'L BUILDING DIVISION 2x4 A Inc PON TO FALSE ROOF NOTES 1. ROOF SHEATHING SHALL BE 31' COX PLYWOOD (PANEL INDEX 32/16), NAILED TO FRAMED PANEL EDGES W/ 84 • roc AND TO INTERMEDIATE FRAMING W/ 8d • 12'oc. 2. SALVAGED 4x14 OR 2x12 MAY BE SUBSTITUTED FOR 117/8" TJI /35C JOISTS 1 SALVAGED GL 7x291/4 MAY BE SUBSTITUTED FOR GL 51/8x30 BEAMS. 4. SALVAGED GL 71275/8 MAY BE SUBSTITUTED FOR GL 51/8x27 BEAMS. 5. SALVAGED GL 7x191/2 MAY BE SUBSTITUTED FOR GL 51/8x18 BEAMS. 6. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPES AND ELEVATIONS. r;11 INDICATES APPROXIMATE SIZE, WEIGHT AND LOCATION OF ROOF SUPPORTED MECHANICAL EQUIPMENT. COORDINATE EXACT LOCATION AND REQUIRED ROOF PENETRATIONS WITH MECHANICAL DRAWINGS. PROVIDE DOUBLE JOISTS AROUND ANY OPENINGS REQUIRING INTERUPTION OF THE ROOF JOISTS ADJUST JOIST LAYOUT OR PROVIDE ADDITIONAL JOISTS AS REQUIRED FOR SUPPORT OF THE EQUIPMENT. FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE NL ARCHITECTS SEATTLE, WASHINGTON 98155 TELE (206) 385 -7431 ROOF FRAMING PLAN FIDELITY ASSOCIATES, HOMELIFE it x FILE: • x • DRAWN BY: NRD CHECKED BY: PAT DATE: 5/23/94 SCALE: ye=N' -O" REVISIONS 6/24/94 PERMIT REVISIONS t COORDINATION RECt, w f_ _, JUL 2 'i 19'4 LII- n. roaa+in n'`UL SHEET TYP. 31` NEW 3" SLAB PER PUN NOTE - 1 tot STRINGER PER PLAN 412 STAIR TREAD W/ CUP l 20e W/ 3)1/411 LAG BOLTS (TYPICAL) - -- 1/4° CLOSURE t EXIST. 5' SLAB - -- .. - (245 CONT. TOP k BOTTOM - -1/2' BASE Q W/ (2) ' /2 "i EXP. BOLTS SEE PLAN FOR SLAB THICKNESS AND REINFORCING. (TYP.) x 11/2' PREMOLDED CONT. MASTIC JOINT STRIP. (JOINT MAY BE SAW -CUT AT CONTRACTOR'S OPTION.) Tg- CUT ALT. WIRES AT JOINT PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN k SOILS REPORT AT NEW SLAB AREAS, EXIST'G SLAB BELOW *ERE OCCURS CONTROL lawn PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPROX, SQUARE AND HAVE NO ACUTE ANGLES. ALIGN NEW SLAB JOINTS OVER EXIST'G JOINTS OR SAWCUT (11/2") EXISrc SLAB BELOW NEW SLAB JOINTS *ERE NEW 3" SLAB IS PLACED OVER EXISrc 5' SLAB. JOINT LOCATIONS TO BE APPROVED BY THE ARCM • SECOND POUR SEE PLAN FOR SLAB THICKNESS AND REINFORCING. (TYP.) FIRST POUR BURKE 'KEYKOLD" JOINT. STOP REINF. 1' CLEAR OF . JOINT EA. SIDE. 00 N • 0 �• ( • ..SOP PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN & SOILS REPORT AT NEW SLAB AREAS, EXISrc SLAB BELOW WHERE OCCURS CONSTRUCTION /awr TS COLUMN PER PLAN ISOLATION JOINT -- SLAB ON GRADE PER PLAN • CO COL. k FOOTING BASE PLATE PER 8/55 ON 3/4" NON- SHRINK GROUT • 1111:311W - o 11 nHOF FOOTING SIZE PER SCHEDULE _ REINF. PER SCHEDULE NOTES N PER ARCH'L SHAFT WALL PER ARCH'L -- € COLUMN TS COI. PER PLAN BASE t PER 8/S5 (RECESS TOP OF WALL AS REQ'D) NEW SLAB OVER EXIST. PER PLAN NOTE • /4 0 12"oc WAY CND. ELEVATOR PIT VERIFY SIZE & DEPTH W /ARCH'l. DRAWINGS NOTE: PROVIDE MISC. METALS AS REQUIRED BY ELEVATOR MFR. /5 • roc EACH WAY CENTERED 24' 14 x "N(— GR.40 •16'oc PILASTER • COL. BEYOND SEE 8/55 FOR SIZE & REINF. AS REQUIRED TO FACILITATE WALL FORMS 1\-- INCREASE FOOTING SIZE PER SCHEDULE AT COLUMN BEYOND 13q14.0 I 91 10 • IF SCHEDULED DEPTH IS UNAVAILABLE, REMOVE EXIST'G FOOTING AND PLACE NEW FOOTING PER 4/S5 0 SAME ELEVATION AS EXIST. FOOTING • • • REFER TO 8/55 FOR CALLOUTS IN COMMON 11 11 8 8 • • . •, • • • ' • • EXISrG FOOTING - -- -- l7 FOOTING SIZE PER SCHEDULE • C FOOTING DEPTH PER SCHEDULE • - -- -BEAR AT SAME ELEVATION AS EXISrc FOOTING �- -- TS COL. PER PLAN — -- SLAB ON GRADE ,drJ -1 f- - -- BASE t 1/2x10x10 0 TS 4x4 f8x11x11 0 TS 5x5 3/4x12x12 0 TS 6x6 1/2x9x9 0 TS 3x3 ISOLATION JOINT • • • • SET t ON 3/4 NON - SHRINK GROUT (4)3/4 "0 A. BOLTS [1 • •• e• EXIST. FOOTING —� • •• • • 1 • ,• • •• • • 16' S0. PLINTH REINF. 13 o 5 VERT., � 13 `RR�� M. 0 2 c TOP, . 010 "oc EPDXY GROUT 6" INTO EXIST. CONC. • WHERE EXIST'G 24'0 PLINTHS OCCUR, OMIT NEW PLINTH AND ADJUST BASE t HOLE LAYOUT TO SUIT EXIST. A. BOLTS STEEL STUD WALL PER 12 /S6 (1)11.4 CONT. - /4 DOWELS 0 18 "oc FOOTING PER 15/S5 5/3211 DRIVE PINS / 0 roc - - -14 GA. TRACK MIN. 11 MARK SIZE 2'- 0'x2' - 0"x10' 3' -0' x 3' -0" x 1' -0" 4'- 6'x4' -6" x1' -3" 6' -6' x 6' -6" x REINFORCEMENT (245 EA. WAY BOTTOM (3)I15 EA. WAY BOTTOM (545 EA. WAY CENTERED (9) #5 EA. WAY BOTTOM FOOTING SCHEDULE 12 #4 HORIZ. 0 12'oc - -- 14J VERT. 018'oc -- (3)#4 AS SHOWN SLAB ON GRADE PER PLAN ---� c 2, 'o 1 13 EXISrc P/C PANEL EXISrc SLAB ON GRADE EXIST. PAD FOOTING BEYOND • • • - -- DOWEL & INSERT PER 15/S5 018 oc SLAB ON GRADE PER PLAN NOTE •• 14 € OF WALL k FOOTING PILASTER BEYOND 1/2'0 THREADED INSERT • 48'oc (EMBED 31/2' AND INSTALL PER MANUFACTURER'S SPECS). FOOTING PER SCHEDULE AT COLUMN BEYOND r -- 1 I L -- • • • EXISTING P.C. PANEL RELOCATED FROM EXISTING STRUCTURE. 4x2' -O' REBAR THREADED ONE END 0 EA. INSERT /— NEW CONC. SLAB f PER PLAN 11/2' (TYP.) (2)95 CONT TOP k BOTTOM. DRILL It EPDXY GROUT 6' INTO EXISrc CONC. WHERE In FrG INTERSECTS EXISr0 1 GROUT OVER NEW CONN. L 6x312xs/16 x 1=0" (2)y'4' • EXP.BOLTS • 9" GA INTO EXISTING P.C. PANEL AND (2)3p'o A8 •9' GA 000 NEW PAD FOOTING (LOCATE L 1' -0' FROM EA. END OF EA. RELOCATED PANEL 15 CITY OF TUKWILA APPROVED AUG 2 6 1994 AS it BUILDI 0 DIVISION 16 4 S5 FIDELITY ASSOCIATES TURNER AND ASSOCIATES 15420 24th PLACE N.E. ARCHITECTS SEATTLE, WASHINGTON 95155 TELE: (200) 355 -7431 FOUNDATION DETAILS FIDELITY ASSOCIATES, HOMELIFE JOB: FILE: x DRAWN BY: HRB CHECKED BY: PAF 5/23/94 SCALE: 5 REVISIONS 6 24 94 PERMIT REVISIONS 1 COORDINATION 7 2I 94 PERMIT REVISIONS %t .._S % Rcc►=1VHv SHEET tORFR1 FOSSA111 ASSOC POST BEYOND PER PLAN. CONNECT TO REAM BELOW WITH CC66 WALL SIMILAR TO 12/S6 18 GA. TWIST STRAP -- 0 48'oc W/ (8) 8 -18 TO STUD 0 (8) 8 -18 TO JOIST. 18 HDS 550 • 24 "oc 1/2' PIM. OR GYP. SHEATHING PER ARCH. BEAM PER PLAN SIMPSON CC06 TS COL. PER PLAN 18 GA. TRACK W/ (3) - 8 -18 TO EA. STUD WALL PER 12/S6 3 /tsv 4x8 BEAM PER PLAN -- 2x8 JOISTS PER PLAN - LSTA9 STRAP EACH -- SIDE OF BEAM TO HANGER 2x4 HANGER NAILED -- TO EA. JOIST BELOW W/ (6) 1Qd 2x4 BLOCKING 51/sx GLB BEYOND PER PLAN +k- - CS16 STRAP EA. SLOE OF GLB TO HANGER 1/2' PLYWOOD 2x8 BLOCKING -- 4x8 BEAM PER PLAN W/ HUC48 TO 4x HANGER BEYOND 4x6 HANGER BEYOND WALL PER 12/56 REFER TO 1/57 dl 3/S7 FOR CALLOOTS IN COMMON 8- 180roc EXIST P/C WALL PANEL - -- REFER ARCH'L - -• - _a STEEL STUD WALL PER 12/S6 - - 5 /3211 DRIVE PINS 0 roc 14 GA, TRACK - PURLIN ANCHOR AND STRAPPED BLOCKING PER 1/S7 - -JOISTS PER PLAN 8 - 18 • 6'oc -- -- - VARIES REFER ARCH'L -- - ----- -WALL PER 12/S6 8d • 21/2'oc BLOCK SOLID & NAIL EA. PIECE W/ 16d 0 6'oc (NOT SHOWN) 2x10 NAILER W/ (2) ROWS 16d 0 4'oc JOISTS PER PLAN BEAM PER PLAN SIMPSON HST3 STRAP EACH SIDE AT GRIDON . BEAM SPUCES BEAM SPLICE AT 'SIM." SECTION EACH SIDE TS COL. PER PLAN- - BEAM PER PLAN - -- -• SIMPSON CS16 0 144'oc AND WHERE SPECIFIED S �-JOISTS PER PLAN c--WEB STIFFENERS PER TJI (OMIT 0 'SIM' SECTION) -- SIMPSON •IU' OR '1T' HANGERS (OMIT 0 'SIM' SECTION) -- - -- - -- TS COL. PER PLAN STRAP PER PLAN NOTE AT DRAG STRUTS BEARING E 3/4x51/2x8 Q 1 /4x8x12 EA. SIDE W/ (2)3/4'0 BOLTS TO BEAM HANGER PER 4/S7 W/ OFFSET TOP FLANGE STRAP PER PLAN NOTE. STRAPS MAY BE LOCATED ON TOP OR SIDE OF DRAG STRUT DRAG STRUT PER PLAN - - -- PER ARCH'L (2' -6' MAX.) TS COL. PER PLAN SIMPSON CC051/4 �- BEAM PER PLAN /x TS COL. PER PLAN BRIG t 3/4x51/2x20 E 1/4x12x20 EA. SIDE W/ (4) 3/4y BOLTS NOTES - TOP OF SUPPORTING BEAM MAY BE DAPPED FOR BRG PL / - SIMPSON HC2CTA5 -5 -- BEAMS PER PLAN • FALSE ROOF FRAMING PER PLAN 2x10 LEDGER W/ (5)164 EA, STUD 2x4 • 24'oc WALL (ALIGN STUDS W/ TRUSS LAYOUT) w/ y2' COX PLYWOOD NAILED W/ 8d • 6'oc (TYP. AT FALSE ROOF) ROOF TRUSS PER PLAN. MFR. TO COORDINATE PANEL POINTS W/ WALLS ABOVE OR PROVIDE SPREADER BLOCKS AS REQUIRED. 13 (VERIFY W/ ARCH'L) WALL PER DET. 12/56 8d • 6'oc — 2s BLKG. W/ (2) SIMPSON A34 TO BEAM EACH STUD SPACE -- WAL! PER 12/S6 - 1 CL COL. JOISTS PER PLAN W/ WEB STIFFENER PEI? TJI - - -- PROVIDE SIMPSON CS16 STRAP PER 6/S6 AT FIRST FLOOR JOIST RUNS ALONG GRIDS4)AND lz) SIMPSON 'ID" OR "IT' SERIES HANGER - BEAM PER PLAN - SIMPSON ECCO 51/4 3/16t' - TS COL. PER PLAN CL BEAM - 8d 0 6'oc - TWIST STRAP PER 12/56 -- HANGER PER 10/S6 - BEAM PER PLAN 10 14 - -1/8' CLOSURE PL MECH'L SCREEN PER ARCH'L - --- --- SCREEN SUPPORT PIPE PER PLAN ,5/16I/ . j MC8x20 W/ (2) 3/41'0 LAG BOLTS @ 14'oc TO BEAM FALSE ROOF FRAMING PER PLAN -- • rt POST PER PLAN W/ --- SIMPSON CC46 TO BEAM - 4--- - FACADE WALL SIM. To 12/56 ROOF BEAM PER PLAN SIMPSON CS16 AT BEAM BEYOND . - -14 GA. TOP TRACK W/8- 180roc r SIMPSON HU HANGER 0 BEAM BEYOND 1 11 ` -- HANGER PER 10/S6 - - -- BEAM PER PLAN -- WALT PER 12/S6 15 N w - 14 GA. TOP TRACK 8d 0 6'oc 7 18 GA. x48' TWIST STRAP 0 48'oc W/ (8) 8d TO MET AO BLKG. 8 (8) 8 -18 L 8d 0 roc - = 2x6 BLKG. - CDX PLYWOOD W/ 8 -18 SCREWS O 6'oc TO ALL PANEL EDGES (BLOCK AS REO'D) AND 0 12'oc TO ALL INTERMEDIATE FRAMING - -- - -J JOISTS PER PLAN - 2x4 (FLAT) BLKG. AT TWIST STRAP �- 16d 0 6'oc 18 HDS 550 STUDS • 24'oc 12 CM' OF TUKWILA - FALSE ROOF FRAMING APPROVED PFR PLAN AUG 2 6 1994 D BUILDING DIVISION 4- POST PER PLAN /--W/ CC46 TO BEAM WALL PER 12/56 SIMPSON CS16 EA. BEAM TO PONY WALL PONY WALL PER PLAN (ALIGN STUDS OVER JOISTS BELOW) 16 FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE N.E. ARCHITECTS SEATTLE, WASHINGTON 90156 1'ELE: (206) 366 -7431 FIDELITY ASSOCIATES, HOMELIFE JOB: x NR DRAVMV BY: CHECKED BY: PAS OME: 5/23/04 SCALE: 3jx• =t' —o• REVISIONS 74�T SI ! rnDINAnON /94 B 6 O PERMIT REVISIONS OS SHEET SIMPSON LTT19 • 4Voc • EXIST. P/C PANEL 64 • 21/2'oc 344 (FLAT) BLKG;. • 48'oc STRAP RICK& WITHIN 20' -O' OF CONCRETE WALL TOGETHER WI1H SIMPSON CS16 JOIST PER PLAN 4x6 LEDGER W/ WO EXP. BOLTS • 48'oc (41/2' EMBED) 8-18 roc 8d•6'oc • 8-18 • floc 24 PLATE, BEAR AGAINST BEAM r- JOISTS PER PI MN HANGER PER 4/S7 BEAM PER PLAN WALL PER 12/S6 2 • EXIST. P/C PANEL I6d • 21/2bc 244 BLOCKING TA PER PLAN NAILER AND LEDGER PER 4/S7 3 STEEL 51110 WALL PER 12/s. S'S11' SECTION, SEE 3/56 FOR CONNECTIGN 71.avv— EXIST. P/C PANEL f. ed • 21/2'oc 444 NAILER W/ WO THREADED STUDS • 24'oc JOISTS PER PLAN LEDGER L- 31/241/2x/4 W/ 111 DP. BOLTS • 24'oc EMBED 41/21 SPLICE ANGLE AS SHOWN BELOW TO PROVIDE CONTINUOUS LEDGER: Y4 L 3430/4 x 1' -4' } SIMPSON 'IT' HANGER AT TJI JOIST . 'JB' HANGER AT 24 JOIST 'OLTV' HANGER AT P51. 4 NOTES / P/C WALL PANEL STRAP BEAM 10 NAILER 71—W1111 SIMPSON CMST12 (ON TOP k SIDE) • t LEDGER E NAILER PER 4/S7 31 ti $ BEAM PER PLAN SIMPSON ECCO TS 3x3x3is STUB (COL PER PLAN • 'SIM.') 6 7 ALIGN w/ INSIDE -+ FACE OF LOVER STRINGER BOLT OR WELD AS REQ'D TO VERT. FLANGE OF BENT STRINGER • (NOT SHOWN) MC12x31 31 C.P. (TYP. • BENT STRINGER) BEARING t 1/243x10 BEAM PER PLAN FACE 11/400 W/ (4) '/6'4 BOLTS MCI2x31 STIFFENER t TO MATCH CHANNEL FLANGE • 1 • 10 12' x 9' PILASTER EA. SIDE REINF. W/ (4) X16 *RT. k 92 TIES • 10'oc 05 1RIM BARS S f4.14'oc EA. WAY s r NICK PANEL 5' RIIQI PAIR PAWL REINFORCEMENT NOTE: INFORMATION IS AS SHOMM IN THE ORIGINAL CONSTRUCTION DRAWINGS BY RICHARD BOUILLON ARCHITECT (DATED 1, MARCH 1966) AND HAS NOT BEEN VERIFIED. TYP. • OPENINGS: n 2 15 EA. SIDE FULL HT. 2 15 T • B FULL MOTH 2 15 x 4' -0' DIAL. EA. CORNER EXMTNG PRECAST WALL PAN1S L- 7x441/2 x 1' -0' • 5' -0'oc M9'o)c EA. LEO 34110 3WW EMBED.) 1 Ilu14414 OS-roc (MAX.) W (4) 94.4 EXP. BOLTS • 11'oc EA. WAY (3W EMBED.) • 3/4'4 x 6' ROD, iYP. EXIST. 1- 34341/4 x 6' e 5' -O' oc TYP. EXISTING CONVECTIONS MAY BE USED *ERE EXISTING EMBEDS ARE UNDAMAGED L- 6x641/2' x E —O' • 5' —Voc (MAX) w/ (2) 4'1EW. BOLTS • 9'oc EACH LEG. (31/4• MED.) EXIST. t 1/4x446 e 5-0' oc TYP. CITY OF TUKWILA APPROVED AUG 2 6 1994 BUILDING DIVISION Iy r�I� TOE USED Ufl EXISflIC EMBEDS MI DOC ORDONOTAM • !• • 16 .. FIDELITY ASSOCIATES TURNER AND ASSOCIATES 16420 24th PLACE N.E. ARCHITECTS SEATTLE, WASHINGTON 116155 1ELE: (206) 385 -7431 FIDELITY ASSOCIATES, HOMELIFE JOB: x FILE: x DRAWN BY: N918 • CHECKED BY: PIE DATE: 5/23/14 . SCALE: 94'4=0' REVISIONS . 6/24/94 PERMIT REVISIONS k OOO!O iA I* k cJ. wear AE A adi ;;a ' 2 . SHEET ROBERT ¶!$Aril WV.. : ' - M S7;'- s' - _....,t6_ A 1., f • AIIEA HAOe . . TRANSPLANTEDSSWEETGUM •% 0- / ■ b., 1 RRI CA TIOV 9 PED % lNCwoe wrait S&s&. EXISTING PIAES TO BE TRANSPLANTED: WOOD HEADER b o..o 0.0........ d -■••••111.- • • PLANT SCHEDULE 1 a mum meta IIiMPLEASAF,PH,UM - N>"r MIS MI Otkatinaty. NOT NICAU ' MMON P1 Liquidarber Antilles Ihop dry 2I4• aL, L&8, syohmmdeal, GA •BLrgunde American srrestpm mods, set RUM Meagan P ropurpurn•/ 2• cal. BIB, fhll symmetrical Item Paylolest Thyja occidental's •Bmerit/bl strxid 541 It, B&B gran arborvitae Thula idiom • iestigleta•/ Nape ceder 6' height min. B&B Noting teas to maim . Existing an to flhI Etitfd_ ee 1 1 1 1 1 1 1 i 1 I i 1 1 I 1 I 1 I 1 1 1 1 MIME t Mus purports/ orchid rotes* Buooynmhs alma *neat/ Dwarf winged Buestyome jeposiod Evergreen evotem n !name huroartlna •l 'OMrywl bowel Bhmiudron colon Phew, Ithedsndron op. Mateo Ands It ground cow to row& 3 pl. cant., min. ht 1s• s gal. coat, min. ht. 1E• pis cord., m'a ht 24•6 Intl a busby 15-1111 ht, B&B, hit a Shy 21.248 prod, B&B GROUND COVER caddhafs shallow pill Hypericwn alyciphN St. loss wort . Mims horlemNSW •i b lma � es Tag a 1AMdMLMITIO VOWS, PN IM& • lit me TNANIPtannivana 00101111 TItE NT e _!REMOVE Ila G TARO a TRANIIPLANt I pl. coot. ®24• o.e. 4• pots @ IV o.a, Irisogule spots CAP OF PR I got coal. pleated ®3 R. o.a AUG 2 6 9+1 BUILDING DI1%SION 1 • 1 4 I Ow. KEY NOTES A iuop I N P. S. Landscape Architecture 600 Main Street, Suite D Edmonds, WA 98020 Telephone (206). 776,4932 FAX (206). 774.7803 4. TURNER AND ASSOCIATES 16420 24TH PLACE NE ARCHITECTS SEATTLE, WA. 98155 (206) 365 -7431 , LANDSCAPE PLAN FIDELITY ASSOCIATES, HOMELIFE Ma FDEUTY FLE: FASTBARS DRAWN BY: S121 CHECKED BY: FRT DATE 11/15/93 " SCALE: 1/ t-0• REVISIONS 1121194 ' •115104 PItCCIVCD .. - of MEN', SHEET 3AR5 5 4 1 • •nt • l i " i 1 1 1 1 1 1 1 1 1 1 1 1 ! t i l l 1 1 1 1 1 1 1 1 1 1 woe C Moises S€N)SOu, a 5)1E VALVE SCHEDULE CLOCK VALVE STATION VALVE GALLONS PER NUMIER NUMIER SIZE MINUTE REMARKS 1 1 1 %' 30.31 shrub 2 2 1 Si" 23.95 shrub 3 3 1' 13.72 shrub 4 4 1 K' 27.24 shrub 1 I I I 1 1 1 I 1 1 VI I 1 W 1 1 1 1 1 I 1 I 1 i 1 I O. 1 I 1 1 1 I I 1 1 1■f_ I W I >! 0 i Zi 1 1 1 1 -- ---- -- a - - MITIGATION SCHEDULE i 1 IRRIGATION PLAN SCALE fa20-011 _p 1 REM MANUFACTURERICATI e • I Shrub Head I tlalnbkd 11100.15• miss 11112•PRS•shrub. 110S.PRS- aldawM 11104 /RS•Lerinl as I Shrub Mud . I Rwtbkd 1000•1 21 mass 111112•PRS•Mrri. 1110$•PRF Nwub HIS awl swiss! aleswalk. 11104•PR5•Lawnl D • 'Shrub ISM I IMkrbad 1100.10• swiss 11112.P11/.elwtrb. 1110/.PR1. Nab dead swver fib • I Ilindt Hue I Reu*kd 11100411 arise tt112•PII6aattrube,e1M•PR •0SS. Shrub lissdb cal/ alNwMr,1004.PRe•Lerwq • e s I Shrub flied 'Asked 111004e10 ease ISMOSa s551 ♦1r 110124•e.tiwub. U00•1/. sine Need NOWA slab! iMlewaR. 1/04.N1S4a*Id OISCRIPTIONIREMARKe 30 pal What radius es nouiral._ 30 Psi adjust radius n raqukW. 30 sal adjust radius as regtdrsd. 30 w Slot radius a nidrsd. 30wa m Mks M rNMNJ Imld per deaf. •1 0 Shrub Head Camel Vet F.O.C. Suklksw Pose ShIK•Qnvas Raktblyd 11004an nozzles 111112•PRS.ilw b, 11041.PR• SIwub tied 'Mont curbs! sidewalk, 1/04.►*s.La nd M shown er mind- ReklMrd PP aria 100•11e, 150./11.20040 Reklbkd NcM•*. sedate mint Point at Cawaeeen Wakens no 1•1V AQUA let/3' 30 pal What Mks as ngWtad. Plink antral vat: Muse sal doted. Mkhbstauen anupAtif.. instil M lasted Mews M Soda me. awn COMMON 1e aglslr 1.1x2• wiser wetter nletst: 3• ea* rue. ate tlwoeded Nast to kr11nIM antra t es se. Seems* /nam.r derv: imam mtad 20.0 sal NvMNi MM. basil tnr deist. I• 1•..111111111 Strainer Quick CoupN* Winans LOPS Omits McMIal Oran Wilkens 1.112• Ronan! 2110 33K keyIM•O alt PVC-Clue tao PVC•Clau 200 PVC4db 40 ChMIdMn &au strait/ *1100 mash scrim. Install tar Isut Install tier detail • roc. Prose (I Kay and 111 SL 1 M• sits 1 • . 1 1 • eMa a new an Ow 314' nun. Prams undo. M had wNaeee. 1!a Me et mime MONO 'inns M Ins Mw saint In oath run N NM. Install Mr aMt. NOTES LAND PE.AN PS. f Landscape Architecture 600 Main Street, Suite D Edmonds, WA 98020 Telephone (206), 776.4932 FAX (206), 774,7803 FIDELITY ASSOCIATES TURNER AND ASSOCIATES 11420 24th FACE NE. ARCHITECTS SEATTLE, WAStt ISTON 9th 1ELE: (208) 385 -7431 FAX (200) 3t�7d04 IRRIGATION PLAN • Joe 1894 MELF'E FEE: DRAWN BY CLOCK VALVE STATION VALVE GALLONS PER NUMIER NUMIER SIZE MINUTE REMARKS 1 1 1 %' 30.31 shrub 2 2 1 Si" 23.95 shrub 3 3 1' 13.72 shrub 4 4 1 K' 27.24 shrub 1 I I I 1 1 1 I 1 1 VI I 1 W 1 1 1 1 1 I 1 I 1 i 1 I O. 1 I 1 1 1 I I 1 1 1■f_ I W I >! 0 i Zi 1 1 1 1 -- ---- -- a - - MITIGATION SCHEDULE i 1 IRRIGATION PLAN SCALE fa20-011 _p 1 REM MANUFACTURERICATI e • I Shrub Head I tlalnbkd 11100.15• miss 11112•PRS•shrub. 110S.PRS- aldawM 11104 /RS•Lerinl as I Shrub Mud . I Rwtbkd 1000•1 21 mass 111112•PRS•Mrri. 1110$•PRF Nwub HIS awl swiss! aleswalk. 11104•PR5•Lawnl D • 'Shrub ISM I IMkrbad 1100.10• swiss 11112.P11/.elwtrb. 1110/.PR1. Nab dead swver fib • I Ilindt Hue I Reu*kd 11100411 arise tt112•PII6aattrube,e1M•PR •0SS. Shrub lissdb cal/ alNwMr,1004.PRe•Lerwq • e s I Shrub flied 'Asked 111004e10 ease ISMOSa s551 ♦1r 110124•e.tiwub. U00•1/. sine Need NOWA slab! iMlewaR. 1/04.N1S4a*Id OISCRIPTIONIREMARKe 30 pal What radius es nouiral._ 30 Psi adjust radius n raqukW. 30 sal adjust radius as regtdrsd. 30 w Slot radius a nidrsd. 30wa m Mks M rNMNJ Imld per deaf. •1 0 Shrub Head Camel Vet F.O.C. Suklksw Pose ShIK•Qnvas Raktblyd 11004an nozzles 111112•PRS.ilw b, 11041.PR• SIwub tied 'Mont curbs! sidewalk, 1/04.►*s.La nd M shown er mind- ReklMrd PP aria 100•11e, 150./11.20040 Reklbkd NcM•*. sedate mint Point at Cawaeeen Wakens no 1•1V AQUA let/3' 30 pal What Mks as ngWtad. Plink antral vat: Muse sal doted. Mkhbstauen anupAtif.. instil M lasted Mews M Soda me. awn COMMON 1e aglslr 1.1x2• wiser wetter nletst: 3• ea* rue. ate tlwoeded Nast to kr11nIM antra t es se. Seems* /nam.r derv: imam mtad 20.0 sal NvMNi MM. basil tnr deist. I• 1•..111111111 Strainer Quick CoupN* Winans LOPS Omits McMIal Oran Wilkens 1.112• Ronan! 2110 33K keyIM•O alt PVC-Clue tao PVC•Clau 200 PVC4db 40 ChMIdMn &au strait/ *1100 mash scrim. Install tar Isut Install tier detail • roc. Prose (I Kay and 111 SL 1 M• sits 1 • . 1 1 • eMa a new an Ow 314' nun. Prams undo. M had wNaeee. 1!a Me et mime MONO 'inns M Ins Mw saint In oath run N NM. Install Mr aMt. NOTES LAND PE.AN PS. f Landscape Architecture 600 Main Street, Suite D Edmonds, WA 98020 Telephone (206), 776.4932 FAX (206), 774,7803 FIDELITY ASSOCIATES TURNER AND ASSOCIATES 11420 24th FACE NE. ARCHITECTS SEATTLE, WAStt ISTON 9th 1ELE: (208) 385 -7431 FAX (200) 3t�7d04 IRRIGATION PLAN FIDELITY ASSOCIATES, HOMELFE Joe 1894 MELF'E FEE: DRAWN BY O ECKED SY: DATE SCALE f- 20'-0" REVISIONS e/$194 PERPAT Rtctfvty fa 25 t!t , et r a..r , SHEET 2 1 • inn 1. emu MAO TLS now tD) 0P IvallAN AT mom= M COPGI s 1M Tows TW nAA one Ma Ma as in NOTION, aNNIn MRS PVC Tie Cann. MO MOM VIM tern blase Iplaeq OINWO Wm MOP TYPICAL SHRUB HEAD POP•UP ASSEMBLY NO SCATS tYP PC IPA Ma MOO wait OUTLtT typ. SWUM LM PVC STREET meow OMAN 1MWt PEA Ir1AVE} Ova 1 OA PT,) NOTE CONTRACTOR To av ENACT LOCATION TYPICAL DRAIN VALVE ASSEMBLY NO RCM MIT woo r OR MOW MI NILM NOM • 1% ASSIMILY A8174 001 PTO tat PVD SOIL as SNRST SLSOW PV) SON N BSOW a N ra°�i'w o�w"")"Nn� PVC SQl 40 SMUT ILIOO LAT0IAL IMO on AS NOTED ON GATING) NOM US tutaI TAPS ON All TISRAoID TIMM TYPICAL LAWN HEAD ASSEMBLY NO. SCMS NOTE un lanai TAPS ON Au nfeADED TTTNOS TYPICAL SHRUB HEAD ASSEMBLY No SCALE (P004a TYPID IRRIGATION NOTES AND DETAILS Stilt-1-019 7 • WQ00 FADER SECTION •• IOtnI1L1 • • • Naomi Toll INSTALLATION _op POINT OP OONNNOTION WITNIN A.Tttoon=RN ewes TO en ONNNNAL.00NT$AOTO1 AND HOSANIOA& NNOINNNN / OONTIAOlON ass at'NN NSTTA M INMNn N l$ ATM. paint all p17NNINN'PI/• i1N eat um mho 'WIN paint NS S 1' Tab Merles L � Man. w N1N NN1 •u 'MIS N1 ,J -1 IlI ■�I�'�I �. kl U I Its F{ '•ISM a Nl ;' tea. N soh Mar .tee Mods METER POINT OF CONNECTION BACKFLOW PREVENTER , Net nob a tees sp ha When tea. wt per a/. TO IN WI 4' disaster Oslo Ilse plat t• der light • ITS NSOUIN /0! PRESSURE REDUCING VALVE 15170 'a3oAT1[a'�1d INSTALLATION OP POINT, 0/ CONNECTION OUTSIDE OF STSOCTUR1• der,MOM" TYPIC1LL MONO WILL ' sit_ GOLINN !Yet 1EM IMMiDf 00 NOR C &�O��NTyyN�S11�Cppi0��11 to now Sr war r, MOVCID in II��R,I ((iv:�POCY4 t Ff/SMtl m NODS CrMMt;ndli tnT S adlNla IL Tal=triavrejnien 1 1 CONTROL SEM= CONKHONON OPIRMO 1 TCO Al1oLL inlet { LION IIMATC14 TON SEOLIONIat }tRS"MOA10iTwrR 1M Pa MPG DDNRCTOIS 10 ROT 0�1lNCTN�1NpT�EIyITyA�MgY1�My S AT WITINKN OP TO MNTIIOI IIaT AT TEAL{) 1 COMMON Wfl TO SACS N.C.V. 1 CO NO N won TO ALL ILC.V.'1 TYPICAL AUTOMATIC CONTROLLER ASSEMBLY NO SUES (WA$.t no TYPE) ant WRAP WOW MOUND STAKE IMP i CUT 0I MSSE OF STAKE . 1106E TRUNK TWIST IN WINE LOOP 10 TWIST MITTEN Waif MOTES: 1. MDSE ITEM ONCFD INN_ WIEMOCKED `TWIST 10 TNi1D Ell E MNMO 1 TN<'SibOTWL ON lianMLL.Ir TREE STAKING DETAL a S$UKE.. rgx�yrr WORD PREE•STASED MOISSP TIES CUTSSMEOF NOOTMLL NOTCH STAKE FON VANE 4. TAMER MULCH T14QUEU D01NN TO TOP OF nOOTSALL • TREE SP IF IE01/IED OS ND HOSE WOOD Ma 1P MIN IEIIOECD, PUMPS n D ENS S SM11 OIIN SLAP AND FOLD dept TOP Inert TO cant mom No SCALE 1 LANb$CAPI NOtfl AND MEWLS •-• ■•••••-usiturdwis. ...•.••.spew 1..." +.a. _- _ .. -.r._. • • •t QUICK COUPLING 1.,!li$II $4n Wrest sal as •• • p '3 S 1. NIL SS AM To M MtAtW R 11 sells ARRAS MMus meow NOTE0. a WISN a TWA Os YAWS S LOCATID N int MR AMA PROM A WPCS A attl a s Pnt ANNUL. S. is ToMON TAM ON ALL MIAOW RSTNOM NO SCATS (TRARNT TTPS) TYPICAL REMOTE CONTROL VALVE ASSEMBLY NO SCNA (STRAMONT Trptl TYPICAL GATE VALVE ASSEMBLY NO PCAIS (r MO sAtNp TYPICAL QUICK COUPLiNG VALVE ASSEMBLY NO SCALE SHRUB PLANTING DETAL (1 GALLON & GREATER) • NO SCALE GROUND COVER DETAL (4" Pars AND SMALLER) NO SCALE IRRIGATION NOTES USSIII lON NOM (MOMS IN Ci._p S. detest C•Ntyt•rtN'tlq X11 t• a. awry te=ll M�St•N•� 1"Ot�a �O OrR•M of a .19' Ode e. =get jt i M _ids• fN tti { 11 MN Pl• pet• at 1. Ma Utility Oats NMMNasl Ou sgpn.pl 1. site Nt111y •Nt/N NMMNtni t ate* to Nay AM Smell ester N•OrNSaa d M�Oin Met as O1MOtiM by trun discanii one i11 oisttr twist 1• be lists I appestat', S. nestrlesl pNtraatnl t• Mswrles1 Cn*tnstey te rely 110 Melt puns q lay lasts en drnlnp ee pear' lea Un•all ss tlt ion wising. M UUNaN tern (N'eR w tM1aAlt01N WNINacceaq 1. IN trytsatlsu art 1• te start Sat as t/P/ws ar•Srp t1N'Ma0 Oy the NMnl NNtratar. ,. IO s,l to aand gainst .Ind Mtivls1 feller P 1. :I:,..r complete spa foal Nil . ,1. Contractor shall es nlrlMtali t5, a/em,e te teat material de te attention system fallen Min laatailatte 11 pinta. 4. C•eraatn amll cheek and sity 111 lea see /tan�t atltttne Na none prior to treMOtec. MOW enln, (1•S51•ala•MN), e. Contractor shell M nt nib*. ter oaevdlnattap their von with all ether trades as nuiliI. e. Contractor shell M responsible ter all lnitattN sleeves under finisshh,suita�cs �apsilra a Schedule tanks location si $ It below nerQMts nth liner& centnet•r prier a lmat.att•n. eats, T. Contractor shalt he rnpamlbl• ter Ce*n1Me1M et tnl/atles lass under panne es sanctum, tarn, wile, slabs, carte, .etc. as —0 ter lnlNuan vest. 1. /rant esmalata Maatla prueaela te s1Mt isnt nassnsNt, sMN vita ester ilate/at, tee !Mall per elstye Meet a I tee PIN es ti." aremttnw__ l T s an atesrepaey 5. hales r"' • npflaan te wi1.n See MpdeRlena. apsN10abar 0. Provide se eras Urinals ssstes11n as Gets N Pose. et• Went and all vino .rem aetel• wens tamp) ,oldest ptatas by el•ctnsal seetreat r te esettellar lesStlN. IS. CNmt Iwo vatas sestn vine te'seesltes. ls. Ail et paetl ride, lease &1 aatNate past esmalesanrs 1a. All Mawr valves te M plant to ssmaaaa edema with Isar ins. sat ism higher than finish pelt w tap N eve is low vita tee es .11th. IS. IMtnllhe pipe tabs eerlea eta, lateral ua below rtes /tads. one teen or den, to M MNtlllsa see On. I1anslt simleemNs, aril ttelt'latnlatealati ttIsa eta aadetMWSflaas. "t SS1latep p• 'lsast thee• 3 Watt ny wit. atte+ 14. Mans .Owe. 17. Plan iosed'"t ne to pies ilttwirrigatian spleen Is tsadds te vitals p1Naq area. le. tMnete a te Osten ass lbw aster es tsplrst to sap tun MM tvn•ett and ntn1M. Provide • she ale•. filter ratio mane gravel alp at sae Mna. Man N atals par v &vas ides. 1t. Pt vide ever eta tee Wilts dnvinta w aappeessa •s meal ',nn oedplsts_. lantrvat .set as te pegs. •dates ntlaa at trrLMatas allele ('tee M). s•. Min eyste amt M speretM1 sleetrteslly and no tic she lamlewe',stational cycle la W proems et the Nelli ter /AnMaet oorrinom 11 pptsvi wren Iats.Nl aeekaaptal• eea.ta,•. accspunce In ae aM a•na:lnat /es 11 syitettn - l aolvN am aeti IS. LANDSCAPE NOTES 1. Mn*M7tOS SMALL se NUIOMISLS /Oa ITAMMASS:e sasses MN ALL oTv*a sm z*NDY. i M1em TO SIAM= aiOSCAn WM. a. OosTAAcTOI SMALL MIS CAPTION mu LICAYnnc To ATM OTWITAUMIO AST maim Cntlnu. Ir ASV AM NICOINtaNO, COR>IALTON is TO MCWILT AMISS OnnAL colMAC•10s AM Min. S. CON1nACtOR STALL RAMA, NO NAM Misr MUM. urn& Olsn•s PtMAL AOOtnAn. a. cone SCS SMALL St WMUISa 'OM factitive INS QUANTITY Or PLAN. RATMAMAL NROMMt DT MOM ON M sANIM MD /em COIOV s enctnc plMtinn or nests mums M ssutsnnn*I MAMMA Annul Minn AT MS 0144,1711 DinseU NOM. Mans emon0Covu AMTS Nptc StMM. NAIXIM at POLES MINUS PtAM M DTSILTCS MALL U 11• %NON row ot Pt�NJ t0 cosigns, watts, M. Mathes, ,tAntM onuAses@ to st i N lea 'son curse Or ALL sass. a. MUSOGn TO MINN 1/10111 SOOT PRO.IOn SS GORGE OORMN.70R MUM Outsets' NOM. O. NSW. As CRPM S•MAe TOPNIL SO ALL WAMSCAPS ARRAS, MNCtn=n Mb ARIAS, scq Lae a MOM MII MGT. T. MUNN As tRMM SAAR NOM n ALL PIAUTUS S MI. •. ALL PLANT uATn/AL AND GRASS Anne ssau. a rnnIL18O (an sncIrlcATtOM POSTWAR AND NPttdTtem SAM. T. ALL PLANT MTa1AL N OLL cOMOa to AM SWAM MOM NDSSM KM, tnZTtfT SDtttON. A. Gnrelt All plant materials denSNsd mall M Matter �t',aa,n�mantitivn. typical et their species sr variety ad shall IMmm�Memesl Wlt ON Gnat. They shall ma tall. wen. met system 11 /taunts xl1 mad s udcear,a,1• s o maditet•y1, All nailer te Mee a the aealiy et' tthe Drs 5*. ammo eeeltlsem S. Tres. Moue, gtnmustswnn o- amen, species she varieties, else* and cretin sS shown se planting prate and Kest ltat. Pleats to M ha&tlyr sestets. well foliated seen a lest. tees a iM nalaaesents MOs �ltutls�sa SMII Is a de that weft tee approval tree the anhltact. IS. tun muss AND MRS A MURAT Or Ma PINT CITY TO MOW to CAS cvnGNO, unites ontunop An MOVtaD. 11. cantle/CO to Moment enzar/YIIII Anottlic iatYT1su. mai (OR SMALL Ma MISS ANNUM 1 ttentes MINI, VP PIENI2 M y0M At& hall. AMA. Keen San sat- / to s Mons to 1.CAtp AWaCap TO S'—n. 111. ASWAN/ OVMPIO a MARns vas shark a as M sans. NWMi COrMe. aMaNnMa TO Off aas MOO art LOCUS MPYTR. la. Para T WO NW MIS NO 18 mann 110 imam MINNOWS le. Manes nos nusiumMane MIAMI _•_ ItMusR •MP Mute as ur/NVISNI a acid. 4..-!-,— . 4 ns•.Y'�_ - _ —. COY of YUMA APPROVED AN 26 1994 1Pist. I eUi 1 ING • ;VISION NOTES MINIMIn NSW • LANDPLAN PS. Landscape Architecture 600 Main Street, Suite D Edmonds, WA 98020 Telephone (206), 776.4932 FAX (206), 774,7803 FIDELITY ASSOCIATES TURNER AND ASSOCIATES 13420 24th PLACE NE ARCHITECTS SEATTLE, WASH TON 90155 TELE (203) 385-7431 FAX (20(1) 306 -7504 LANDSCAPE & IRRIGATION DETAILS FDELITY ASSOCIATES, HOMELFE a um HOMIFE FLE DRAWN BY Q€QV E D BY. DATE SCALE REVISIONS .11194 PERIAT RPCEIVGD azr SHEET E1►. • ENNANT tat - 9RAR5 HoMt1.1F6 1011141.11 OIAR5' MAUI 5WIT H0a4R0 4 MP:YG¢ j _ 4 ML Wog Da.J• GIx mett -Lem D2 A11, Awaits 00 00 not , McTel Nan El 1 L ) em , , . . ' � ' ‘ _ �2)rr B _ 4 fly -Dlg7 _se_ _.._ - *PANDER. a l$0. E%15T0.14 - tJT11.IT`t UAW,' KORAM% LOCATIONS Foe TWNANIS 'A' S'6'. 4 COMB/Tee CITY ELECTRICAL SITE PLAN SCALE Into' -d' 147 re*, Co nceoc-CtON) .E 1 tt O • 5 LEGEND DESCRIPTION FLUORESCENT LIGHTING FIXTURE •CEILING, RECESSED OR PENDANT MOUNT. FLUORESCENT STRIP LIGHT. 1 0 o TW►O. L.IOI+Tb , FLUORESCENT LIGHTING FIXTURE ON PATHWAY OR EMERGENCY CIRCUIT. CEILING MOUND INCANDESCENT FIXTURE, a INDICATES WALL MOUNT. MERCURY Y OR H.P.S. LIGHTING IIXTUR., Q INDICATES "ON ALL NIGHT ", PO INDICATES WALL MOUNT, INDICATES POLE MOUNT. CEILING MOUNT EXIT LIGHT, F® INDICATES WALL MOUNT: ARROW INDICATES DIRECTION. BATTERY POWERED EMERGENCY FLOOD LIGHT. • SWITCH • TOGGLE 1 POLE, 2 INDICATES 2 POLE, 3 INDICATES THREE-WAY, 0 INDICATES DIMMER CONTROL LOCATION, K INDICATES KEY OPERATED, M INDICATES HORSEPOWER RATED TOGGLE SWITCH STARTER, ► INDICATES PILOT LIGHT UNDER COMMON PLATE. OJ DISCONNECT SWITCH, 01 INDICATES FUSED DISCONNECT. DUPLEX RECEPTACLE, F INDICATES WATER TIGHT FLOOR SOX. ABOVE COUNTER DUPLEX RECEPTACLE, n • 42". Pl-OOR 130X DUPL A RaaEPTAGL.C. CODE SIZE JUNCTION SOX. sG INDICATES FLEX TO FIXTURE OR EQUIPMENT. MOTOR - HORSEPOWER INDICATED ON DRAWINGS. A -I,3 ADJACENT TO ARROW INDICATES HOME RUN OF CIRCUITS 1 AND 3 TO PANEL A. NUMERAL AND LOWER CASE LETTER INDICATE CIRCUIT NUMBER AND SWITCH DESIGNATION RESPECTIVELY. C1•1 INDICATES FIXTURE TYPE. MARKS ACROSS RUN INDICATE THE NUMBER OF •12 CONDUCTORS UNLESS OTHERWISE NOTED. NO MARKS INDICATE 2 012 CONDUCTORS. INDICATORS GROUND CONDUCTOR. TELEPHONE OUTLET. QI CRT WAI .OUTI.t'r 0 CRT PLO0• OUTISJ ES TELWNONS r1.M antic PANELSOARD ELECTRICAL DISTRIBUTION EQUIPMENT. TRANSFORMER LOCATIONS. CONDUIT UNDER FLOOR OR UNDERGROUND. CONDUIT IN WALLS OR CEILING. • NUMERAL NEXT TO ARROW ON CONDUIT RUN INDICATES ALL OUTLETS PAST THAT POINT ARE ON TNAT 01R- CUR. • ME:f/A.. Linuoc bale .% Meat. 13auot fate ucnf 1S' I4:161.1. 141'ft REF BUILD NNG COMM Aug onnalan 9 S94 comm RECEIVED AUG - 9 1 9 9 4 PUB7LIC iem SEARS TUKWILA AUBURN • ELECTRIC 1 teamp cs tttq L4 ;; HOMELIFE WASHINCTCW (206) 939.9696 ENs . �wwa+w attrr� as MINIIIMMIL ra Drawingu. SITE PLAN l �t� Ott map awS °N' Jun&gq rugaLesitsr, It us N E -I L:=6,1,„mitma a. 1 • • • TeHIMNT 'A• -0Q_ U S FRESSID4 S10J r ENANT '6'- heAR4 NOMel-IFS t ft 1 0 ( OO______ �ei1���NA►�1 'A' -te-124 EjEQ L.0Far10 it Tn PAIJe4_ "11oLJyett Pot19G -1,3 coMpuTee 61y EARS' MAIN SWIT6616CARO 4MIeTeC Httc%KJI`'I ! (2.) TYPE W(; FFnc URNwr (1) e. ZG roo PLAGeb. 13111.0 I ct7 y i 1 164(1511144 UTILITY TCAMt • Tb 'A' ION6'. 4 COMAJTER c1TY OrRANOest eLVa• ELECTRICAL SITE PLAN SCALE 1 ". ?p' -d' ® • LEGEND SYMIOL h rt O s 5 r DESCRIPTION FLUORESCENT LIGHTING FIXTURE •CEILING, RECESSED OR PENDANT MOUNT. FLUORESCENT STRIP LIGHT. I 0 O TRAGp- I- afTb FLUORESCENT LIGHTING FIXTURE ON PATHWAY OR EMERGENCY CIRCUIT. CEILING MOUND INCANDESCENT FIXTURE, p INDICATES WALL MOUNT. MERCURY OR H.P.S. LIGHTING FIXTURE, (l INDICATES "ON ALL NIGHT ", FO INDICATES WALL MOUNT, INDICATES POLE MOUNT. CEILING MOUNT EXIT LIGHT, F'® INDICATES WALL MOUNT. ARROW INDICATES DIRECTION. BATTERY POWERED EMERGENCY FLOOD LIGHT. SWITCH - TOGGLE 1 P011, 2 INDICATES 2 POLE, 3 INDICATES THREE -WAY, D INDICATES DIMMER CONTROL LOCATION, K INDICATES KEY OPERATED, M INDICATES HORSEPOWER RATED TOGGLE SWITCH STARTER, P INDICATES PILOT LIGHT UNDER COMMON PLATE. DISCONNECT SWITCH, 01 INDICATES FUSED DISCONNECT. DUPLEX RECEPTACLE, F INDICATES WATER TIGER FLOOR BOX. ABOVE COUNTER DUPLEX RECEPTACLE, , ^n • 440. PL.00R tOX OUPL&$. RCGB'.PTAGLs CODES (UNCTION BOX. 4• INDICATES FLEX TO FIXTURE OR EQUIPMENT. MOTOR• `HORSEPOWER INDICATED ON DRAWINGS. A -1,3 ADJACENT TO ARROW INDICATES HOME RUN OF CIRCUITS 1 AND 3 TO PANEL A. NUMERAL AND LOWER CASE LETTER INDICATE CIRCUIT NUMBER AND SWITCH DESIGNATION RESPECTIVELY. C1 -1 INDICATES FIXTURE TYPE. MARKS ACROSS RUN INDICATE THE NUMBER OF F12 CONDUCTORS UNLESS OTHERWISE NOTED. NO MARKS INDICATE 2 012 CONDUCTORS. INDICATORS GROUND CONDUCTOR. TELEPHONE OUTLET. a CRT WALL. OUTL.C•r PANELIOARD ELECTRICAL DISTRHUTION EQUIPMENT. TRANSFORMER LOCATIONS. CONDUIT UNDER FLOOR OR UNDERGROUND. CONDUIT IN WALLS OR CEILING. '0 GRT PioOR OUT1-br TELeaiowe P oOR Ouriit. NUMERAL NEXT TO ARROW ON CONDUIT RUN INDICATES ALL OUTLETS PAST THAT POINT ARE ON THAT CIR- CUIT. M ref T1lKWIL,I► DMSION NOTE EARS TUKWILA AUBURN ELECTRIC • HOMELIFEI WASHINGTON (206) 939-9696 ENOINEERIND ASSOCIATES .n.iu...i..01. MUM, a.w_...__IPA DNS. TS SITE PLAN LLrn.. Dtt. --e Imo JUNt'941 1 4 -1 -94 easel RLf EXP4 -13•96 0 E-I ft S FRESSID4 S10J r ENANT '6'- heAR4 NOMel-IFS t ft 1 0 ( OO______ �ei1���NA►�1 'A' -te-124 EjEQ L.0Far10 it Tn PAIJe4_ "11oLJyett Pot19G -1,3 coMpuTee 61y EARS' MAIN SWIT6616CARO 4MIeTeC Httc%KJI`'I ! (2.) TYPE W(; FFnc URNwr (1) e. ZG roo PLAGeb. 13111.0 I ct7 y i 1 164(1511144 UTILITY TCAMt • Tb 'A' ION6'. 4 COMAJTER c1TY OrRANOest eLVa• ELECTRICAL SITE PLAN SCALE 1 ". ?p' -d' ® • LEGEND SYMIOL h rt O s 5 r DESCRIPTION FLUORESCENT LIGHTING FIXTURE •CEILING, RECESSED OR PENDANT MOUNT. FLUORESCENT STRIP LIGHT. I 0 O TRAGp- I- afTb FLUORESCENT LIGHTING FIXTURE ON PATHWAY OR EMERGENCY CIRCUIT. CEILING MOUND INCANDESCENT FIXTURE, p INDICATES WALL MOUNT. MERCURY OR H.P.S. LIGHTING FIXTURE, (l INDICATES "ON ALL NIGHT ", FO INDICATES WALL MOUNT, INDICATES POLE MOUNT. CEILING MOUNT EXIT LIGHT, F'® INDICATES WALL MOUNT. ARROW INDICATES DIRECTION. BATTERY POWERED EMERGENCY FLOOD LIGHT. SWITCH - TOGGLE 1 P011, 2 INDICATES 2 POLE, 3 INDICATES THREE -WAY, D INDICATES DIMMER CONTROL LOCATION, K INDICATES KEY OPERATED, M INDICATES HORSEPOWER RATED TOGGLE SWITCH STARTER, P INDICATES PILOT LIGHT UNDER COMMON PLATE. DISCONNECT SWITCH, 01 INDICATES FUSED DISCONNECT. DUPLEX RECEPTACLE, F INDICATES WATER TIGER FLOOR BOX. ABOVE COUNTER DUPLEX RECEPTACLE, , ^n • 440. PL.00R tOX OUPL&$. RCGB'.PTAGLs CODES (UNCTION BOX. 4• INDICATES FLEX TO FIXTURE OR EQUIPMENT. MOTOR• `HORSEPOWER INDICATED ON DRAWINGS. A -1,3 ADJACENT TO ARROW INDICATES HOME RUN OF CIRCUITS 1 AND 3 TO PANEL A. NUMERAL AND LOWER CASE LETTER INDICATE CIRCUIT NUMBER AND SWITCH DESIGNATION RESPECTIVELY. C1 -1 INDICATES FIXTURE TYPE. MARKS ACROSS RUN INDICATE THE NUMBER OF F12 CONDUCTORS UNLESS OTHERWISE NOTED. NO MARKS INDICATE 2 012 CONDUCTORS. INDICATORS GROUND CONDUCTOR. TELEPHONE OUTLET. a CRT WALL. OUTL.C•r PANELIOARD ELECTRICAL DISTRHUTION EQUIPMENT. TRANSFORMER LOCATIONS. CONDUIT UNDER FLOOR OR UNDERGROUND. CONDUIT IN WALLS OR CEILING. '0 GRT PioOR OUT1-br TELeaiowe P oOR Ouriit. NUMERAL NEXT TO ARROW ON CONDUIT RUN INDICATES ALL OUTLETS PAST THAT POINT ARE ON THAT CIR- CUIT. M ref T1lKWIL,I► DMSION NOTE EARS TUKWILA AUBURN ELECTRIC • HOMELIFEI WASHINGTON (206) 939-9696 ENOINEERIND ASSOCIATES .n.iu...i..01. MUM, a.w_...__IPA DNS. TS SITE PLAN LLrn.. Dtt. --e Imo JUNt'941 1 4 -1 -94 easel RLf EXP4 -13•96 0 E-I ft 1 • 1 FIRST FLOOR LIGHTING PLAN • NOTES 0 PRovaaP: Key �ITGN FOR Met ARM isa CONTROL.. 0116 *MIN FOR eAGW P1o0�2. Q • PROviOe 6osag R 4 RII•AY AS RtaUIaA To AGTI•TC N14µ'r L4•WT GIRGUIT (4A- 406)wsgs PUNT PLOOA sAt,kj Asa LIGientla It PtAGe0. TNATe0. ORGUIT WA•40b TO ROMAN ACTIVATED sr AU. TIM Q PRDV10t iweclRONJIG TYPe TIME &LaK GomTROK Me Amply TRAGIC •*RTINO GIAIGUP(O R•,-0q 41 Ott *I40140 Owe weepN11 A,ai,jiJ . e•01 I�'Keels % DU11.D1hh wale) 14 461 •49 11044171, SPAN 1.14w7INy GRGUITSRRs- %,+�p4o,.+42 Ott smear I.4) REF 1 • SEARS HOMELIFE TLIKwiLA vaIIIINIITON AUBURN ELECTRIC . (2091139 9694 i 1 • • 1 1' a 10 LIA- 410,It, Iy LIG- 1311,1 (4• 0 ao & (J @ Q 'th —, 1 -•-41. - . 'I t� I 3 V ® TA 7,911 n t 1 1.TC 2 eb 0,10,12 1.113.2424 00. O WYN41 Sti 31 c; © ' 0 E 1.? ' 7,1,11 4 r SECOND FLOOR LIGHTING PLAN . arm. I/$t • 1'-O• NOTES Q yte. %erT 6 -2, nbTt Co . ) Sea say e•2, Nate Co SUE 4CFP raga Alla SEARS TUKWILA AUBURN ELECTRIC V�arl� HOMEL I FE • WASHINGTON C206193910\ • A INSINIIIIIINS 1 1S. • _1111 SECOND FLOOR LIGHTING PLAN -FIXTURE 504EDULt` 30,1014 " 1 EXMS - 3 -sa r-Ir E -3 1 M NOTES (CONTIIJu00) ® PROVIDE tOUND &fWTEM 6PtAKERS As SPECIPIItD; M$.E5 ARM' b" ROUND, 6004, 70 was, to OUNCE MAGNETIC •IYPt "MUZAK" 0a -MID W /MUtAK'U• 011, OR OQUAL, TRANSFORMER. RWGS3MO dfEAICfl pAGK 60MMM0 SMALL 6! 'OD IDOL eeM16 -b, i efnAKCa aREA.es ss#w fl MUta'CR -b WHITE Iw OFFmiN. AMA +} *GR4 HAIR IN EARS ARIA. tuPPORT QICK RO%El OIREOTLY FROM 'rrdt GEILW4 SuPPoRT• INa • GAM C1) ONL roll SAGN ISO0 is .PT t. ® Plum De eiva ger-DtIsGTlosIM.) 5r6*Ke* nem" IN trait Amos'. NOU6IN4 9HALI. be ALIJMUWM w/ UMW ALUMINIUM PREEN, 6OUW9OLlee • 610•a( Aa$ WITH ON SPSAK**S. . O PROVIDE Remare VOWMS •ONTAoia;0)ONt t.cw IN LU1JGM/TRaloata Room AND (I) ONL IM ages - OsFIGt AItM, toUwooUt* +AT•IOaIa, ® ?Roviot b'i1.0 w S877o OR taUAL A16 AMMi 03PSAKf.R CABLE, PSOuTEO A4 OPt w COOLS Above Autos 4 *pith AtflS, PIt1 m ALL Osaka WO** Se IN COMPUTER ROOM. LIAYE IdIA1tb o14 (Ant WOE IN GOMPUTeR RooM. ® itheR town, DOOR oPEMEL € T O MAIN4v /rf l oARO-stt one Uhlt0H4RAM -tea( lib O PRoviot I?Qy, qw F .LIOIE 0NT °HAYMOW' LIGHT rnfTuss W4 & O 111 %w►Tot t�l1• ® PIZOVIDe DOCJC LIGHT AT LOADING DOCK. PHOENIX OR APPRoveD eaat,, Pea Tetaiorre rrmcascATIoNs ® 3•OOX LOCATeP AbOVG e4ILIN4 wail TWO (2) CIRCUITS TI1RMIIJATtO IN 3W% t FOR FUT'URe EXTeMo1014 ,1 TeNIJAIJT. • 0 • ?n,3q 1I ®lit l? 7 1 TLRA71,11 31,34 t • 1 o 1440 FHL'R•,btb rci NOTES O PRONDt 11E, ir 144%F, ON taTSSn WALL wITMINaNOPY OS tRytC moot two (t) atu1Tb IN SW 3•6014 /0 "OM INCTEAIOR'MIAI• Ant Ong own" 'p W1$N t•r Wig Miff, t, O MGM ante 10R 4*1, KRlhl VM0i LOCATION PPOMI A/rllaNSO 4/01.11/0011W. tLMMT10 4% ® Now* (nobs/ !0 'AF WIWM A oWICAMD acu r7101aS ►MOTAuWp aim" IN P&S OP1$NWU$ N'TYPO& Nita ® flo'IIDE Fout(4) FLOOR OufLsjM11 A* macre") 0►Y'f uig4 Cmier `' Imo' PAPA TIV� taolt;A►'�, tWtJlaeso, �p h1Y�w GOLL1 4.IPMa AWD NOMs'p Sta. f(.1 , ` m1i17111T'� ® PR7VIOr TeLC/IIONt, EOMPUfslt, 4 AMU punt ens* AT INIMWMATI011 •WTIl. wa es of eot N 4 Foot DOME pall Tema" csMrfltOr• ION Rsf UeNTATIVR. GUT PLAO* E1.As To water Count IM u. GONDUITb FROM FLOOR tOX$R, UP THE INTIIRIOR OP PURRED COLUMH1n CEaula erne 4 lb ComPurta ROOM PANEL 4 TtRM'NAL ROAM) 0 FIRE ALARM MOM.. GIRCu1T Itb- M ® INTRINION MAIM PMNtL• Powt* S•PO% AT 7et.RP. at.Rtrt 0 TeAsNONt TOOMINAL 00AR9 (4s0 GOMNTa1i LIWeTW'UPWF10M16) ® XUDLm OuPLEA AT I'Af.0 GRGUIT TO RO-E . (OPCRAToS. 0t34 O LIDUOLe ou't a AT 84'A.n GIRCUITTO RC.E.010UND WETS° € OUPIM( ReCtPTAGL* AT ;$%M CIRCUIT TO RG•4 (en CtS) O (2)aOUDLt DUPLtX OUTLt1'b AT be'A.RR CIRCUIT 'ib iiC•G. ® WOKING Recepra LC, WV, 2Q4, NeHIA LE -IDOL ,n IG AT Itl'APF. RcelZ ® GROUNDING CAR. MOUNT VtRTICALLY To g9M0 gp TOR (FOR ALL Mira AND GR'r RUNS. PROVIpt 10' 7A11.0 ® WeV, 20A LOCKING RaGEPTALLt. NOMA L4 -20R AT 16'A.f.e W Ra•8,10 CI mete DUPLM oUTLST AT WAIT. To RG-ly• ® PROVIOe & 1I Rt Ob01GATeD, KoLATeo F10V COMM caul , TO SUAJG-. 11ON bog MOUNTep 9t osN W vow• ftct 4 *LOA 1eRMINATC Mt 10611P FY uRWIV4 ILl JUAIG'f1ON box Fog vj uge. tTtivatoAJ 12 awe yTA ioii , sY ta> stfl. ® PRovIVE '%'gwOUrT FRMN "GEM" eO %,'MOIJNfel, g 4%1%"AfF, AC3AMtPt mat 3•0OX. 6O JoUIT TO cOIr(AIN (3) Time Ca casLS3 PROM atT STATIONS AT GUSTOMea SEtvtrA. wouwaeR1016RM ISL. 0 ® Promos 14° &wo T Fa' '41DM' DOX MOUNTOR AT stew, AoJACeNT 10 Perm 4 GR S-0046,60wcWIT To Accol4olagt (* 'Mgt t meows cutout) PR011 ►wrun 6t*TowyR Otimet GOUffa 1D Innis* TERMIkYL 0WAt9 I') t9MIPuTtt Rom, 0 E!'NLOYtt TIME (LOCK, VtJJN LO: ATIOIJ WITH TeNWANT't PIEFReeiwt4IW, PRIOR •4o ROU4W•IN. ® ALL. ELecra L OLJTL1:'(S IN /HZ CoKPUTeR RGOr1J �I�O"t""AU. MW RE�GAVs f tRt, at, IN TNS. Gittaast. ovva, 4 INFORMATION ONIO'f H • Ala. lo es oeoItgefil Kotapla CO 0. ,logttb coN'TIMUto AT I.EPT 00 nag PLAN -TOM S11Uf. RoSlo F. Ntf01Y O TRY Tataa Lion,. FIRST FLOOR POWER PA SYSTEM PLAN. SCAL.t. I$I. 1'•O" s es1>lisbly • UWE TES on s LINTS MS CiS* 1 • A � � LI SEARS r HOMELWFE_ TUKWILA • N14S1SC A&SRN ELECTRIC . 11RMO M600M'IN w..•.■.1S SENS Nr FIRS .M.00R AIMS' 4111 PLAN • P A. 7. • p'• • . ;.? r•'.t w (c) • 4'1 • NOT (co1JTIMi eth a, l PAOviDM' SOUNGSY Trm SPEAKER AS SPOCIPISD; SAM MIMI SM ROUND, •OWM 70vaoLTS,10 OUNGS MA*NtTIG TYPO "MUZAK" to•MIO W /MULAKR U•7O1, on taw-, TRANSI ORMER. mar45000 t3PMMGMR OACK SOM. 'SHALL e•• 40swo ueaolo•e, • ePnMstaaM.ts 4Wt1 M MULLIr.FCR4 SWIM IN on. mom fitt*4 401* IN 44‘60 ARO*. SUPPORT ess. boa alaaT W ROOM The tows, 4NPMOOIT• 1Nd • Q*S CO ONS rot Iwo tern i4. Pt t. ® PROVIOt devattet'osa*O(1Oa 40 Sn*na IIAFPL4S 111 ago), MmmlMR 'JliA1.1. 1* N-iJMNJU14 MR1JMle9 MA MMUM P$M161, SOUMODUMQ • *0•a11 uu4 WTI t1 SrnAw rs. O ~via M[emor& VtWMS 6ON111oub Q)ONt *AGM IN 601104/111 MIttit ApOM AMP (I) DNS 114 44441.a6. o.010* MM. souwoOUSR $t•IOI%. ® tRoMVC e11Laoll ISM OR *Q". 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IS 11 Sala Gala awn 1111 I • a a_ 1 I a- • ► Ra a all sa:1MM - 4 . s r S N2 s rS I I �� 1i a� % fl fl aroma mar a- •w• r awl ►`1 4' _.a r•w a a O O •_ • •- a a -aM a a_ 1• a r wawa Sra_aaM-aa• �/• aaa -aA��l SI 1w a a all 2 10 • J1 -1 i 6 12 16 11 20 22 26 30 34 36 40 at wa • w MO as • • aaa ae1W ata MI rill all 111M;. ■_ • 11 NM 11N • -a_ A' SOS R- •_111 a- SI 1 w as a CU•a a_ a -1r • a a-a_• MI 111 2111111111111 =NS 11L 4-7- r % MM11MI M111Ml(1 a a A NINE N111 ae1111 r- -11- 70!r__• 42 '•7•• '1.a• aY' 11• _oil '•, at. .• a`N .•.•a„1/•.••••• 41111- I•••1I1 . •1 NO ..S _'1'1••• C.' /1' ..11 ".7 PANEL SCHEDULE 00 NO. T1OM: M°MS OIESCMPTION 3 s 7 13 17 if 21 23 25 27 2! 33 35 37 3. 4 . a • • • •• a. .. J ' - : aa--- IN Oa El • 111111/ • -IiiiisrIilf St n Will Sii111111 l awa_• • as a a _■• aa11 :2ze!�.�._WLTwC�P `WIRE 'tee -ARP 14th M CI •- flan 1101 Wan Y„1 ••7 ,__•••• --_1 1 ...1.__ ■• • a MS6.• la-•a_•• a. as. •-11_ _ _ 1 • IN Mar 111111111P 7P1.11 alra_ �•la.al • a -a i1 al =al aln nil =Au 11111_ wa_ 1! IMO DESCRIPTION NO. /' AIM VW •- Sw•1aiw 111 • CL '•.J 1• <V01.11.'... i int NIS ili as 2 4 e 1 1 • - . - - iM eiril a -1•.• II S1•11 ___•OF _ ' 1 1/ 1 L 10 12. 14 11 ••1111111' • J111111•1•1 L 1 1 � 11 11 1r: I I LOA) TYPE CONK. LOAD 20 22 26 30 34 36 40 LM • TOTAL KVA TOTAL AMPS ODMANO LOAD 4 .REMARKS • 1-• :. • IT 1 ••• ••- •1 .11E 1 ••• . •' It •/11.•••..••1.111.• 1••• as''•.' A•/ •./•ai 'Is 1 -J'.s, • .. C •' •.a.• ' .1 i• •r.1 -•• ••• ' a • _�� LOCAfl01A; -Mz� • PANEL SCHEDULE . TS=P14 -==- WIRE F--t4t. with MAMI'a aacett Imo moron 1 7 11 13 211 • • (• - • -w. mow me. se .1- .••• - /w -....- �.••..C. Nw•ar•% ea av • • ► ••• , _ • a •1_M_a= a aw ' r' a L • • I ---a-M . • +•a.r_ • a •••••• .o w .111- -1111_- w 1/ • • wllwaa• a- a1 1 • • - -- ••w - �- . • -_- _ • . • 1 a -w -O- -11_11■.- •■a-■• •a•.CU+ •• a a • w. •• -a is MS-S 1111111111 . S•r••.. a Y 1 •• - _a CUwaw_ •111_. wa_a.a.IN INS a Er a r w a■ an M1• •• - ---11- all w -s a a A • • •a A sae SS a a a.: asp • a •1• • • 1,7 - m ..: �•• Asa ••••••• s.'aa • • •••• •a,. M. a • • s ••• '1/• 1- •a al/ a ./i n. +7.1.41 .••1 •F• . •-111• ••111_. W• et. a1•s.• aw •••• •••••••• •w.• -.. w • • •. • , •st •••• as r••l1•- r.• • we aura- mores* •• s• JY w 1 1 LOAD DESCRIPTION, COAT 110• 1 •11 J -I 711-1111•••111-• X7.1 -J1, _v allE al -a- • a _11111111111111111`1111111111_ a_- •• now a11_.....a_1. -..a I a 1�[ � ac 1K s a•■111s �� 11Th = -- 11:•-:1, .111111 '�+.•_wr • a_-111aa.a-�•aw-✓' so • - a- at ass a-• - 1a�IN • 1 OM • • w - .a -a wl- --n1111 awe 1 I N. • a a a• SEM �1•-- 11.-1111 1 - - • II - a 1111_ •�aaala Maas. • 1 • -A• • Sr- = 7 -M7 - •wl-a' 1•_•11 s a 1_•■M• ARM • r_ a -• • rw- 117 • 1 • l .a • •r NOM , 1414 4 i 10 12 14 to .• a•. • •_ .••� aM••/ 11 . r �al� aawl•r s�ao•a • 4g WIN •EV . _ • -•. -•./yli� ] 1 • rea.• a•w •1111 • •/. ••• nun. -••.•. ..• • •v • e-;- Ara ••L �-.✓ '.'1 _ AE- -. N1•arA•w watt •••a. �•. • i� - - a w�•_ road- • •s•►•• J. a • " TITP 442 - ..... _.•..._.... _ •• • -•• • /R. .• n • _- SS/ SP' • ........ •..M-. .w •••• •.d • •••.••••r Slates • ✓ad. __w •s/w•__ . •••Mal.• - w • -•N.r•/ s r'w.- ".l N . 1•. +.r..• ';.r••1•• 111.•••- - ••••d7.1�/ - . N� sip erwessar • w. a. .. • • _ b Sall/ • •w•• . . '•rn .. • • • ... •••.:N Ma • ••• . a •••••• • "XT. wow► •• • PANEL SCHEDULE LOCATION: r a rtaa! . ^WL - -• WNK amp With MAI ul "11 ••• CKT NOE LOAD DESCRIPTION WPC KVA 1 3 7 6 11 15 17 16 23 25 27 31 33 35 37 39 41 ■ .• PO- . • •Q/ • .. • • • 4_M t i 1111- r ar • aal 1111- �_a•aM_ aSSate•••. as =I /11, JUNE 11 KM Anil aril 1111111_aaa •1. •, anew, -a a! • •1 -SIE E• aa- -= PanIIIIIIIIIIIIIIIIIII M 111 _ MI 1 111 MO MAN OM MI= _ Igale s- __ aaaaaala__ 111= a 11111111_ -� ar 1 • /.1 11'• 1 ,•. • • • ��11111111_1111111111_ AMPS a■_ar • -• /'• 1. 1 1 AMPS LOAD OESCRIPTI0N //,0 /11 . aa all 1qPSI •JLJ•, as • a / IN a a a_ •-� _111• _--- .laMlMaaa111 -11• Sir ' •a a• aa • •• 1111111 l "- •- 1111111 ra_ /1111 i V 7/11 1_1R 1 a1111•••• lag 1111111_1_aaa -•••. I• /1•• • •w CJ l •1- �1MitaMi�_ SIR - _ INN a_��1 ^' 1iI11iMENI CKT 11_111• a_ _ CUMIN= SIN' a INN CU-1' ..1-.. aM -a • . . Si? '11111 M-aa_r /_L a_ • w. 1111 - • a_ aa-r_ a_- L MR Wall MN INNER NI' • _ - NINE a_ 111111J!•161M11 a_.. aaa_a_ MONAD 11iw:: 11111x• M1MIU 1/ �111151MMM11M11 CONN. LOAD DEMAND LOAO REMARKS • 4 a 12 14. 16 20 24 26 ' 30 32. 36 40 42 TOTAL KVA TOTAL AMP •uN1'R. MILL 7•• 11'VI .1• .lei/ /•.• 4.:111,11169 411•1•103••/ •.•,.f••l.a.1-■1•/ 1• r 11111e •I. 11 'ar, 1. SIN ,'J J'•., 117..- 1 •111C1'• 1 •a,■•I•I • 1i 1.-•11v• .n-• ..:1•1•11- •' • •. n• , ,.s •••v .171 iw - .•i ,tit • PANEL SCHEDULE 110. 1 , I LOCATION:, =131121CVO_T IRE I efrAMP with MAIN CKT 1 3 7 0 11 15 17 21 23 25 27 29 33 33 37 39 41 LOAD DESCRIPTION TYPE KVA tiat TRIP IMPS •� /nom 111► . - r, .1111 Ti• aft wort= aft ananus 1M1r,7 sale a. ram 1� rs aft wordians uP1e*araw r111M . I�t 1 1 LOAD TTPE CONN. L0A0 DEMAND LOAD REMARKS O AIiPS KVA TYPE LOAD OESCRIPTiON• WC 9 we jiarart TIN► A TJ- ' K LM CKT N0. .4 5 10 12 16 20 22 24 30 32 34 38 40 42 TOTAL KVA TOTAL AMP In. ./7 41/111WJ11111•,-/ •N •••L.••11.li ar ■"/ •r••.L //'-- J -tL /.1 PSI / •1 a- •vI11•11••■••1 1'I 1I J' /•1 CU-IY..1•••- •IL. r7 •''•••r 1.110III•r• J•11111••••'Foil ••• 1.1 _.71.11• _'I`ot'11 ■• •'s'•i•1•.1r••t•.-91••' •-.1 PANEL SCHEDULE 1104 =CI LOCATION: YIN %1Z° VOLCPNASF" t ,WIRE ---�- 1--trAmp With MAIN -u e4 CKT Nt 1 s 0 13 111 10 21 23 Is 27 29 33 .37 130 31 41 LOAD DESCRIPTION TYPE KVA TRIP AMPS ■•1sl • anal:■ �lava�-wfMW /'1//'141 iI �_1lr"7r711L�11 II M11111 II am i Nairn, a 10111.411 MIK aasir7ali1/411 ma arrarsirranalali MN / 1111th M..0111 eintii w_ yirmi o 1115 11 Mme-_a . •iaA __•r• -aa 11 �I -__a _111 -_r___ �n17-a6n011 -_ - •111_1111 11-11-11 • al Ian Ina 11rnit a a a a •a--aalw alas -a v 4�a� _ _ • • • • 11♦ as 11 l�1�.•• sonor7ar11 e • •IN_--r -naaaa ..x-11 Mar •• • ■ w . , 11 a- ar 11 air i INS US" 11 MME 11111•1&11111 s Ma" 11 TRIP IMPS KVA TYPE LOAD DESCRIPTION Raw• 11 11- SEMEN . gal MEN - r •, . a ammo _-I a e-_ MOU rniMM1111111111111111111 =Mk CAMS = - w • • 1 a -a ••ta 111111•01111•1111111 - a•••• 1 .r•■a I&ijII-_____ _a 1 ' • w a a .a -ate' •7N•1r i aaa NO 2 4 a 10 12 14 16 20 22 24 26 26 ao 32 34 36 36 40 42 • •• -ate 1111-•11_O_ r •. • . ..• ^.w. • • • • • 1 • 1 • •r 1 • w 1 PANEL SCHEDULE No LOCATION:; tlaT NO. 1 7 6 11 13 17 LOAD DESCRIPiION TYPE KVA =CAMP with MAIWentem ■.11•1', &L1- •.•• /1 0• 'Sa_ a wS1••.. NM 1• II 11�a_ . -1111 SON • w a s 11 aka . 11 _E1 -a_a 111E• It MS 11 alma 1111111 -a -- - l as MP / , . 1♦ 1I 11 Yaaallaa 111111_. tea/ a all 1w• a111111/ 111 -1111111111 11111111_ ., 1■a 1111 1 I • a a_ � 11 _s,•, a l_� 11!11_.1111111. alaa1 /• Wa_=111111111 I1a-aa 11111111 �a1aa a a_ 1■ 1 - •• 1 1 1 �M11i�1•111T."'i1S111110111 II alaa�a =• •I SIIIIINaaa -1w 1 _11_11 aa�a aa� 111111 Ia -- as w 1 • ' . _ a_ 11 ✓ . ' >_- noir 11 al11101riiIINR!1111•11 1111111fl1611 11Mp011k 11 ENN ■ 1Peis i aok11 arras no" 11 • is le IN Pr-7C t 11 21 as 27 26 31 33 35 37 39 41 11 CONN. LOAD DEMAND LOAD AMPS LOAD OESCRIPRON 1" /laity -11•,111 ab.•••• Sal •• a a al MINI • • - a a a ■ w aMI • •L • _ • 1 IS - �1a-- aaaM� CUaaa_ •1 N� • • .-_ a� CUraa_r • RESIN =_ I 1111 a aa�_ • a - _naa■ M� _111 NI MME 1 ■R f - ENE 1_- SINN • w a l- aA aa� a_ aw a 11 a- 1.111111 11111:1" IN IC Sal MMra.1• r-•• 1 Sat r•Na.a■r wra= NNW • a a Mal 111111 r 1I- - a Mal Via M_ 1�1M1r1111UK 1i 111 111 i MK i 111 11M� MM1 � -f aaaMa •_.- -. 11/111111 ".■�•_ 6 6 10 12 14 10 24 LM KVA 3• 40 42 AMP 4 1•)• • REMARKS 1 w� t•••1RV••41N1 • •d• (7•r/1.1s• • •• '.W 7••11'11.1 ••'411_ ' a • a1•. I •110,•• • s • •R •.aa/`•^VI1 •IN-w w • 1_r• _ -•1 •••••I•r .• 'Er 1111.•/1 •a.••- - _'1.11_•1••/ -■ a' I'• ..111'V •.- 1. ..•. . • / a A. • PANEL SCHEDULE NOM LOCATION: ir=an CKT N0. 1010 OESCRIPIiON nn KVA 0 11 13 17 19 21 23 25 27 IMPS with MMN-w IAMY DESCRIPTION 110. 104 -11 I O1.411• C7L 41.15 -M 01,•' V•N /i ✓••1, a/ Sa �Iti�1 .. P. �'�a•a- I�-a x.111111=11 �'w 1 • w. a �I� 11 •- . .. - - - 111111- • .,-1a�•a.� C. •a��lYw' 711_ 1111 wr __alaaa�✓= 1 JMra -a == w��- w..7 =11 r, �.a•�aaa� r1\. /Ma_ TeS ���Y.I.a_a�- w'••._ a_• 1'-11111111 aa�111aa�aaa -L n' •,�1,1a _ Vd, .- _ ;if a_ err - _ _ r. aa� 1111_ L WEEMNIII VIM" WA 7BENEMB .10111111111 Milli ■,� =0411 -aaan II 33 3S 37 39 41 CONN. LOAD 1 ayik -=.14 I I mia 1_11 - San M 11 11 iiniEN.4 11 1111111_11 a --a + 11n111 1, w aaa� 1111- a I 111 _ -a aa- a_ - = -w' w 1 as 11111 ar 1111111:611111111111111 11111110111111111E1111111111111,3 - . 1•. , • - r • • • Raa� .*.•• asses - - -- - -- A 4 6 6 10 12 14 N 20 23 2• as 30 OEMANO LOAD • ti a • REMARKS MV41D4•••1''••' /.e11•••.1.0•• ' ', '_ 7•a►'7.a.••1•/1'a • /1111.19 .4i• /•.1 M % 1 a . 'NR ' a'' ^•• ••' ••IN ...''1 •e'7• •'1.. •al• "X11:"1 , .•_111• 7.lS-••••11• w• "1 /•a•• a .- • ,••• •R •.•M ' ••• • 1 • • • NORM • • 7• i S EARS • HOMEUFE TUKWILA WASMINCT BURN ELECTRIC 1 • . '01 • a A M NCO. LOPO 00#1:11N ON PANEL SCHEDULE oak& mr, =t1 Lora ._•.."'MOLTS: PNASC.._ rant --_AMP with MAIN -a+��T TYPE MNI •: TRIP CUT N0. 2 4 6 .6 12 14 16 2222 1 3 7 • AMps KVA TYPE LOAD DESCRIPTION -rar • • . 13 15 19 i23 2s 27 29 33 35 37 39 41 • ••.• .ma • • • •... _n 11 11 11 IMO I I 11 11 11 a 11 • ME SW �••Y n a • ••. II mil•... =aJ"II a•■ia_. _r•.•1 • - aII �•�_• _r•r• ' ir______da,II a__ —.n ' .a ■liiimig.11 �•r�__.n , r.. 111111P.mill II /• i.riri.a_r ;: •.. •man. • may -IC .i•.-.••111 ' ••1•'en n • •/_•a_�ta 24 26 26 30 34 LOAD TYPL, CONN. LOAD DEMAND LOAD REMARKS 36 40 42 LM TOTAL RNA TOTAL AMP N0 LOCATION: PANEL SCHEDULE NCO. 1 ,, IfoRit 3 I'>s��ll 7 —� = 11 9 13 ,..............,•..1i ii 1s X11 19 an �III�� II 17 II 21 1 11 II LOAD OESCRIPTION TYPE RNA ".1 •n • a A: r.1 AMPS 27 9 II 33 1 II 35 11 39 11 41 11 MN basic , =112-1:a AMP with MAINS •': AMPS KVA WIDE LOAD DESCRIPTION r 2 4 6 6 12- 14 16 $22 26 30 __•1v• _1••L41r'.■ 7_ /A• •1 LOAD CONN. OEMANO •. - . ,.• ••• • TYPE LOAD LOAD 32 34 36 38 40 42 LM TOTAL KVA TOTAL AMP REMARKS PANEL SCHEDULE NO 1 s 9 13 15 17 19 21 23 25 29 31 3 35 3 39 41 LOCATION: Iwith MAINMI1II C " LAiO DESCRIPTION TYPE KVA TRIP I �pS RNA martiara aniow a T7 ... t w t•11.1••••• gar ,• /.1 , /, /.ua -...' v.. .1. L]v •..�5■ S.•,, • .,. rti 1.1• Ir'1• i 11110.1 11 r NI WI 3 MI i _ .TT w''':IMI Mill a1l"II f:11,7M�a �r 10 ayameme __l•``ii•�T'\_i1� #11 • 1•Pl�111�1� 12 ad +�inil ■ 11 14 11 t sn 16 a�ame.■■•�ac• aaeti•wri• 11 .■�r•.•._•a an��• 1. 1111111r1Prri” r. 9 rig wpm= ---- � Sr .71 a a:Irma I as =ai1117 I W 111 • TYPE LOAD DESCRIPTON CKT NO 2 4 4 .7a ■z,..•a�ll Is •�.•��1�� ••fin^ • ..••a.•r r ■ti 11 • �_II/ ••. AIM. MI • ._. wn., MI T i.1 • "t_•••. - w..u�� /1 • na '." '.■ 20 20 22 24 3026 '••,r . 32 34 36 40 42 LOM TYPE CONN. LOAD DEMAND LOAD lIM TOTAL KVA TOTAL AMP PANEL SCHEDULE • CICT N0. 3 5 7 9 11 13 IS 17 19 23 27 2• 31 33 37 39 41 LOBO DESCRIPTION KMA 1....•••• _ . • a•7•' • • • r _ II • • � •• •w.r. 'sv• u _ -- 111 --- ...�.....ate••.,■•_...• - II ris_ ''_It a.ISn•r,.__, aSa.aaa ••.aar_ t11 _r•r-,' _•� '- - �A111 la 1 NO. =1=1 LOCATION: PANEL SCHEDULE 4 CICT N0. 1 3 5 9 11 13 15 19 21 2S 27 29 31 37 39 41 LT'S` lIASE• 4- " WIRE P with MAIN'. I MPS RNA MBE LOAD DESCRIPTION NO. r•.14 1 S■d a 2 4 e 12 14 16 18 20 22 26 30 32 34 17 1.7111 1 Emma. op &OW Z11 PiRra IPMIOMEW 36 36 40 42 LOAD TYPE CONN. LOAD A LM TOTAL KVA TOTAL AMP DEMAND LOAD REMARKS Sin Sim, ar.15 •... 0LTS` —' 1MRE with • MAINS - 4a KVA 'MBE •I JW A •..•fin../ a.ra •a_•au n _ _... . ...=11% 11 W 7• • •" • 7 1�•f]r _"" •1.• 7. 1 .,� l rim Ma SIN an San r•vr..•�• 1111 —•• - • - - • - •• a ,,... .. =11 r• • LOAD oESCRMT1oN ca NO. 1 Ir•.. r/• -'•'.. ^r�.�■ 2 • ■. 4 6 10 _ 12 e �i• �w 14 ��• 16 . _- ...•.r.l 16 20 22 24 26 26 32 _•� a� 34 36 o If. •• •- .•A ■I. • I•, " ti al• I• ••• •-.-- all• • •. Sul 11=1 _ wa•. vri --- ME WIN MIMI R7111 MN MI oral WM 42 TOTAL KIM swam Sses \. • • • ' TOTAL e s ' MSS ■•• • -_ ' w 1a_..t• w i wo tam 1W1 MIIIMIs fiat 1r • rn' y.-. /117 /1 • . PANEL SCHEDULE gl�EUcs N0.31 LOCATION: l :I ..LTS"-+A;- -•-oE' -�i " 11IMIE I � �.A"P with MMN7.1 d_T A- CKT N0. 3 7 9 11 13 15 17 19 21 27 33 ss 39 41 LOAD DESCRIPTION f• Atte TYPE KVA •.�Irt% • Ir %,nr 11 11 11 • 1.1•��11 _� 11 •••�� at�•ri CKT NO. _.tea. 11 — :ate :,ll IPS KVA PIPE LOAD DESCRIPTION •!•Iti- }/v__naa;•.. • r. .vii,lia r ia O • R N 1114 0 K TOTAL KVA ••■.,•R•r • 2 4 a 10 14 16 16 20 22 24 26 28 30 38 40 42 TOT& AMP _1.'W . •• • .a •a 6. n • 1 1 i-lebIil • SEARS . HOMELIFE mono WASHINSTO AUBURN ELECTRIC (2061939 9696 WIGS eo.1l.N/ .,, wit.* 4w11W to 10) • 7 PR1oVI0t ttowoU,T FROM �O T i*WT A'' SPA&E. CAP EA61.1 g140 U14111 U 0 6uttt4ONIG TIMC GGNNGLOCA Iz O 414111.60NTROL I ��ITtNNA 'A' LITURE 4ERVIGb IfloMf. 4A\Ifl,Q r 014 ruDtg ,DCO- U1 .• OR OTl4eCw its Noma • LOAD CALCULATION gia b2 i■ ii 1 1 N C:l• V S, ILMI r L eL.tV. rrr" rrr _ SW 22 = ».t 4o 40 =I .-'!�..�.. r . bill Er M4 � . MI liimi PM 10 -Ai lei 'LU. ir:i Pr rig it-- 1 0 . S3 E -- r C '+« rl rrr 441, I s- 540 r rt .Qlia IIE ■rn • • ? �._"�� =t °1- Merril ! nil -PIt Mil EM SA ! WE'l5 Lai Ini E�`l MMI I:i = Sri . r rtr%r __i - -- '..J' NI __ _ limlii =r MI PRIR. rrr um , - • • it _ • r • r • .. L -M•4 010 0$0 w • k; 4prsitr '] r - _ rnry i3 in r WI VI VI .. -. ve MI Kiri:. - S. X sFTciav11.Ilhecdrr WE • M': . [th0J irl __I : m- s" i'ii:i . rre i :r . •. rr 10 *30 .. TT' 222: *u NM tAA onrrDO r • • . r rr .0 on no rrrrrrrrall rrr [ 15.1 Iw r Pa = • - Ili [ • ot., •No.1 • • • rrrr rrrr rrlrrrr . • rrr- - . - . • • . 1111 • rr • ■ IN OR t �iirr r rrr . rrrr • NM rrr • 1 alb � �} FutuRE 1 1OMvvb 'A' I I Witte PRaVIn MDVtYPG 41JR4EMPOifogow IIO J !i'[f AL �j_CI maw. EXTMOR OF4EQVa v& c8---3 fRGVIPt b''G F?OM tmart TR' oRMI iU 2QDA ME•iI2 SASS N ELEGj1RIGk. CVM -3 FEEDER SCHEDUL E CONDUIT(SI(CONDUCTORS !COPPER 1 "G , 94 iY 'c •4 64, 1''b I9oLAVeo GROUND 114-4 '2 wee, -3 "I 1 WIC • 4'1 2'G- 4.10 2"G-4f�o z16- 3.4/0 2�t "G -4'2W MOM (2)2.le& - 4.1010 MGM tA&14 (0) 5 "G -4 ',Aomori eAGr1 1 AIM 230A 100A 22SA 220A 40A sisct W /I1DDwe Con, PtR ONLY) AMPACITY 70A 70A 10A 110A I IOA IWWA 17SA ISO* 250.4 510A 5355.4 • 1 gqy -dl cl� PNL'11A' 5WJie'R' 1 IA '(A Nid;I f LIGM1 G-RGUIT 44.40 • 7b IMA • 400.2onn12.ov DRY TYPE TrLN*001;04 IR. 115F6 w /4.2V$9 1r 5 12" Posth ATION. NT MI► ae morals EV: 70; as G,RONNO PER Coot RC ir�T P 2 tJ fri% KVA.id W 4- .a M00If o Rumen IOOIApj Faos. 4o, My,P4 1 ti 1 4111 LVA - 500A pet$ Igo; LTA Lug ILL SP.[G�nlo RI.00R. TRAGIC LIQNT� GROU140 PCR COOL • move* DIi6CONNtf 6wiTG►I. a Rova m rusty, roNL`( it 12e0'o of BLaIATo¢ 9Uft1.lb4. ELEVATOR COIJTaLte 160 A- 4ao4CCY nov '3* 4W• IM•C w /`• 2It 4204ON"Rummet i iM . Mom. 4S 4t$. OD M r MIS i 1 20 ✓ICJ' TOL - —I\ / FNYO. PwP PROvlot CONTACTOR 'R7 PEST. TRAGIC L.IGHTt ON•On Aj NS TIME. cm. pat�y)j RMa YGoew17L►I TO TURN N14NT LIGrIrre 11J alga "G1.1" W L.14141.6 ARS JN SI P'I l 000K M' pinta. AL♦ I.Vb LTF LTG TH L.. 4 FIRST FLOOQ 'MACK LIGMT9 �-• Q1A00412 Pit COP. POWER ONE LINE DIAGRAM Nowa 411111111010 SEARS TUKWILA • HOMELIFE (WASHINGTON (206)939 9696 ASSOCIATES SUM 11111111111 ..l_. Pi Dm *. Mb POWER ONE LINE DIAGRAM awe ,DE! •IM. MI. 4 1114E 'wll firitarighlits" E -8 EXP" 4-St • HOSE LENGTH TO ANY PART OF' BUILDING PER FIRE CODE Sal I�■ �V�11���CS [�i�:►;it, ;���1�I1:;��_� «:� - ��I: /:�li[ D:A IG11 :41•11•111W111111111111111M111111�1 ® ; NIL" ® 1 402 III N LEVA 6 SF. IFE RE SF. Fl SF.. SE SF. T AIL FLR O�NLD STAAVARCS &V.5? 2 HC -22' LINE OF EXISTING BULDNG TO BE REMOVED 50' FRONT YARD BULDNG SETBACK FREE STA ON3 SIGN MC. — . —. —.S. p. ae EXISTING SHARED ACCESS EASEMENT. v maws e<-8o• 1tt V CCIPACTS Sao' wonimmvimminkimmammucr MSIOSSOM OSOISeSIMSM STRANDER 1 BOULEVARD =NMI* MOMS dB SITE PLAN SCALE: f- 20'-0" — MIMMOMM :..... Q W Y ce W i 0 0 z NOTES FIDELITY ASSOCIATES TURNER AND ASSOCIATES 16420 24th PLACE NE. ARCHITECTS SEATTLE, WASFNQTCN 98155 TELE: (206) 365 -7431 FAX (206) 365 -7504 SITE PLAN FIDELITY ASSOCIATES, HOMELFE a 1994 HaELtFE REGISTERED F1.E: FDA1 -tGCD 41W ARCHITECT DRAWN BY: SDH CHECKED BY: HRT ARC R. TURNER DATE 530 94 STATE of WASHII."31M' SCALE: =2d-0" REVISIONS mICC =!iii I3i1L MSC' iry - `I%1LiC'WMal i7-'tivill. EIL AUG- 19114 .s , Mr SHEET A1 0 1 ARK SIMNDER DUD. PAVEMENT r E70ST. CURD SEC110N BAD C.O. s4 T.E. -00.40 I.E..97.1,6 • 2'4•/— RETAINING WALL ,oti0 C N 88'25'2 " W .& T.E. - 106.00 .� BENCH MARK: CHISELED 'O' ON N.E. CORNER OF' CONCRETE PAD. ELEV.•100.00(ASSUMED DATUM) N.O.S. DATUM -25.28 NOTE: CONCRETE PAD IS LOCATED ON THE NORTH PL BETWEEN THE SIDEWALK AND CURB ALONG ANDOVER PARK EAST. SEE SURVEY BY " CHADWICK SURVEYING AND ENGINEERING" NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN IS A DIGITIZED REPRODUCTION OF A SURVEY PREPARED BY "CHADWICK SURVEYING AND ENGINEERING" WITH LAST REVISION DATE 10- 28 -92. ALL DIMENSIONS AND ELEVATIONS USED FOR DESIGN SHOULD BE VERIFIED IN THE FIELD BY THE DESIGNER /CONTRACTOR. 301.90' NECIIIION .O, NOM CAST. SCE SEVER TO K REPLACED RIM MOUE IRON PIPE. CONNECT NEW BUILDING S UR 10 TILL 1' 110E 0011R. }-r 8/10 if NEW CURS NEW PAVEMENT VARIES 0 *t.E..•.o• LE•97.56 P\ I I \\ 1 \ DEEP CUM OR CET LETTER OF APMOVAL FOR OPINING OFF OSIM FEN mama PROPERTY\ SAL A1,1 SoCO T.E-104.90 I.E.102.75 \ • \ \• • 38LF be R.L. • 1.00% T.E- 104.25 I.E- 102.40 197LF r RI. • 1.137E T.1 ' ..2 •1• IDCo 1t.104.25 M•RIN0 SEC110N C-C 9374 PVI37 1 ' : c:nn.DWT3 NOTES: wit± o-rA r COMPUTER CITY SUPERCEN FER SOLO T.E- 105.00 I1 -99.09 151F e• • 2.007E LE.-96.80 F•( Ssba'Act tSCATtW . 1/44' i/te,M ory 2-OP. ' WIMP • WATER SERVICE APPRO2GMAIE LOCA1ON Of A.O. MATCH UNE • 1 1 L —t 1 1 0 MOVE EanN CATCH ;.9eeg i SASIN AND MO PIPES. CD CONTRACTOR TO VERIFY NORIZCN7RRT�� I r-- VERIFY CLEARANCE PRIOR TO CON31R000N. 1 I 11 1 I r em— -T-1 —r LA I LJS.' END CONC. WALK At PROPERTY LINE TIM 1 A I 4E•N 1 1 I w P1t I 1 I I 1 1 1 1 6 y� ■ 0. kusii ow, LFi•12 *, 41 ■ L 1��t!• . a .��_ j fir X71 ►�I9..1 i i G'�! S.. 1�` 'MOW IBINLiaISEttSIM:i7 ;AMIN", t* fry ' I ' INN *A War illit _ ar x. ang �� 11'12'32" WINSrALL lrltli .' � 7.00 r �� � rang I1 m l • 114IFV MATCH EAST CONC. 0.10. illCUT ORME MIN NEW ASPHALT T E. "90.20 AULT3 To K M*NO 11161, I2' SO •0.671 r IMtt11� r cow eo tlt REPLACE Mott TY II( OS LL4N.03 IMMO NME Scitie-o 'MALL S. Mt COMEX INKVIAIN STRANDER u..ne, BOULEVARD ¢ :a;. r 1 o SEE OETAL SHEET Ca OCATE Ex. CH TO BACK W WALK MID PAINT NYD. PER MY 1TD. RELOCAUE MLR. sons KWMEEN RAM AN O CURS PRIOP TO aM4TRUC1ION OF NEW WALK. 1 1'1'1'1 1'1' a 1 GRAPHIC SCALE N (w MET) Inds - ao R. LEGEND D4 102— • 100.03 0. 17 INN • 0.0. • SDCO GCs. 1q EXISTING FIRE HYDRANT WATER VALVE CONTOURS SPOT ELEVATION SANITARY SEWER CATCH BASIN POWER VAULT GAS METER WATER METER STORM DRAIN SANITARY SEWER MANHOLE PROPOSED aTIMM AUG 9 f994 Paw CON= CONTOURS SPOT ELEVATION CLEANOUT STORM DRAIN CLEANOUT RIDGE UNE • CATCH BASIN STORM DRAIN BUILDING UNE HEAVY PAVING GRADING & UTILITY PLAN JODI 93249.01 FILET DRAWN BYI CJR CHECKED BYI DATE' AUGUST 3, 1994 SCALEI 1•020' -0' REVISIONS TURNER AND ASSOCIATES ARCHITECTS 11410 14th PLACE HZ. WATTLE, WA:IWN6TON 91I55 GOO 363-7411 I Ma ROW • 1170R1119e RIO. at SW • LaD Sul real se ARW O Ana MOW ON SO SHEET C1 Atzre Vtw STORM DRAINAGE NOTTS 1. AU. COII�t jNATLN/ AMEN STNTNAUp a41 ITNOM I AteNTOS ANSI M10100AIl11CNN `Mgr, ANSI STY a IMPALA 4 ITIE CONn1AOT011 8 SOLELY RIMPONpLE FON 1111 MEANT. MEMO* AND AND aN ME Cg1 hU TICS *TG SAM WORKERS & 1 OpULL SSau MNUTIM Ontos 1ozat SN11Npon �p �otollool IEOT ON ;iRA____R ___ _ -,•„ OADMAOLAT TIK OONi11A0TOR'STEMPQRTE 4. PROMOL AND MAINTAIN TEMPORARY VIXEN IASIOC OLT FENCE TO IISIRt IEDM NT LADEN MATER 000 NOT MAW INC OT 011. ME FAOUSS* MUST R IN 011101NIN PRIORI TO CIIA1�N0�ON OMEN CONSTRUCTION AND N MAINTAIN= UNTIL CONITRUOnON AND LANDSCAPING Mt COMPLti= AND POTENTIAL FON ON •GTE EROSION $(NAT Cp411) CMI iTRUOTION AND Eno = ACIUTR3 MAY SL ITEM OOR OT TO INSURE COMPUTE IMAM CONTROL ON INC PROPOSED PROKCT. i ICREFORE, DURING INC COURR OF CON.mucT1011 IT WALL SE Mc oIL1oATON AND RUPCMOINUTY CF 111E Daiwa to ADOINMS fay NEW CONDITIONS iNAT MAY It CCRREEATED SY 1115 AC1M1115 M D TO PROVIDE PROPERTIES. ZQUME TM *5 MAY SL NE=W too mots MINIMUM 0. ALL Mt 1 CATON SAONI SNAIL St PM APWA STNIDARD PLAN NO. e -1 NM APRA STANDARD PLAN NO. S -2• FRAMC MID MARL AU. I ncMD PLAN N0, SS -1• pomp STANDARD PLAN NQ.S ■24 FRAME AND GRATE. S. INC RACKFtL SOU. N PLACED COUALLY ON BOTH SIDES OF INC PIPE IN TAMERS MTH MAXIMUM OLPIN DONT INCHES, An10ROUG LYY TAMPoNO CACTI LATER. MESE COMPACTED LAMS MUST MXiEMO FOR ONE PIPE MANTRA ON [ACE Sot Of INC PPE ON TO ODE Or 110 111ENC14. MATERIALS To COMPLETE INC FILL OVER PPE SHALL R INC SAME AS EKCAVAiED FROM INC TREN0H INCEPT THAT O10AMO MAMMALS, FROZEN LUMPS, OR ROCKS 011 PAVEMENT CHUNKS MORE MAN 5111 INCHES IN MAXIMUM OMENOON, OR OMUR UNSINTAILI MAMMALS TALL NOT 0 UEFA 7. ALL STORM GRAIN PPC SNAIL e< cCNCRtit Rumps OASflIEO ASTM C -t4 -2 ON ASTIR C4e -S ON 10 GAUGE GALVANIZED STEEL CORRUGATE METAL PPL STEEL PIPE SHALL NAVE WATEROO M COUPLNO SANOS CONFORMING TO ME REQUIREMENTS OF APWA BPtCRCAiI0NS SECTON e-Oti (�2)IL, STEEL PIPS SMALL RECEIVE MOMENT S ASPHALT MONO INSIDE AND OUt 8. eE001110 fat MOW PIFL (Cow n OR mom ) SNAIL, BE CLASS 'e• 11. et001NO FOR al PPE (CORRUDATED METAL 011 PLASTIC SHALL et cLAss r PER APRA SSTANDMO PLAN O. B -Te. 1TRREiNNCM VA SHALL It 40 RICHER MAXIMUM OR 1 -1 2 TIMES PPE DIAMETER PLUS 10 INDIES. %wcNtVEII M TER BACUTLL SHAD IE PLACED IN • INCH LAVERS COMPACTED 10 55* MAXIMUM DENSITY 9. e10FXLMAna1 sWALE9, RESTOCTORS AND STORM oRNNS NOT L0cA1tD CN maim WONT -CF -WAY An TO et PRIVATELY MAINTAINED. 10. IN AU AREAS, OMEN MAN ROADS, MIENS CONSTRuCTON REOURES ML REMOVAL OF SOD, ETC., 111051 AREAS SHALL et NVDRO -SEED= NM Mt oRASS Fat INC PREVENTION CF ON ■SITS EROSION. 11. ALL PIPE SMALL 0 LAO ON A PROPERLY PREPARED FOUNDATION ACCORDNO 10 WASHINGTON STATE SPEaRCAn0N 7 -02.30). Mp SHALL INCLUDE NECFSSMY LEV[UNO OF ME TRElIcN B0U0M OR 114E TOP or THE FGJNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACUcII ce REOURW ME001N0 Almon L TO UNIFORM GRADE SO THAT THE Dan 11110111 OF iME PIPE NU 85 SJPPORTtD ON A MNIFaWLY DENSE INTRUDING SASE. 12. INC STORM DRAINAGE SYSTEM SHAD OE CONSTRUCTED ACCORDING TO THE APPROVED PLANS Mai ARK ON FILE IN INC DEPARTMENT OF PUe1C wont ANY DENAnON FROM THE APPROVED PLANS BILL REQUNE WRITTEN APPROVAL FROM TIC PROPER AGENCY, CURRENTLY 114E CITY OF iUKWN.A OEPMiMENT Of AMC WORKS. 13. A COPY OF 114E55 MOOED PLANS MUST BE ON INC AO OM ITHENEVER CONSTRucnaN ni IN PROCRESA 14. ALL ROOF LIMNS MD Fo01110 DRAINS SHALL et 110 41UNED 10 ENE STORM ORMUZ SYSTEM. GENERAL ENONEEMNO NOTES 1. COSTING uTNnES AND UNDEI10RaND STRUCTURES SNOW ON THE PLAN ME BASED UPON 1)O BEST AMASS PUBLIC RECO�AND \CR PRIVATE RECORDS AS 9JPPUED BY INC PS0LCT OWNER AND 0R DATA OBTAINED VERBALLY MOM OMENS ON OFFICALS ASSOCIATED INC PMnCJLM UI1U Y. Mom TIC OWNER NOR 111E OWINEEII GUARANTEE Mc ACCURACY OR COMPLETENESS OF iMS INFORMATION AND ASSUME NO NESPONSSIUTY FOR IMPROPER LOCATIONS OR FAI UIBE To SNOW UTIUT7 LOCATIONS OM INC CONSiRUCTON PLANS. OTHER uNDENC110uto FACIUMS NOT SNOW ON 114E ORATNN09 MAY BE ENCOUNTERED WRING THE ccURSc OF ME WORM. ALL INVERT ELEVATIONS MOM ON ME DRALWNOS SHALL BE MIMED BY Mt CONTRACTOR RIOT TO CONSTINCTION. 2. IF CUNOED CCO1110N9 ARE ENCOUNTERED, THE CONiRACTOR SHALL NOTIFY THE MOIEER PROMPTLY OF (1) PREENSTINO SUBSURFACE TIONS DIFFERING FROM TRIOS5 H DOMED IN 114 PLANS, OR 2 PIE[XSTNO UMGONI SUBSURFACE CONOIUON9, OF AN UNUSUAL 1UNE. DIFFERING MAMMY ROM TNO5E WOMANLY ENCOUN- TERED AND GENERALLY RECOGAMED AS INHERENT IN WORK o< INC OIMACiER PROVIDED FOR w INC CONTRACT. THE CONTRACTOR AND OR INC OWNER MALL MAKE NO CLAMS TO 111E ENGINEER FON 11C41 FON 110NS UNLESS 11 OIO EXTRA ER HAS APPROVED DC WORK iN (WSOOT SEC 1 -04.7) 3. INC CONTRACTOR !MALL CALL THE U1UnEs IIOEROROUND LOCATION CENTER FON FIELD LOCATION OF AL !MUMS AND SMALL Not N ORM OICAVAiIWI 194111. ALL KNOWN unERGRIOUND FACILITIES N INC VICINITY Of 110 NR0POSW WORN NAVE BEEN LOCATED AND MAMSRD. IF i1* UMW IS Not A SJBScfn OF INC MOM- GROUND LOCATION CM= iNEN ME C011TRACT01l SHALL Mt C01- %l0(, • fJNOJIMT) TO MAT UMJiY. (WSOOT 51<C. 1 ■07.17 ASP* 4. INC CONiRACTOR SMALL TAKE REASONABLE PRECAUTIONS NO cIOR- CM SOUND d1GNEEINM AND C0NSTWCTION PRACTICES N CGOUC- Tw0 INC VIM THE CONTRACTOR SMALL PROTECT EJOSTINO COLIC AN0 PRIVATE UIUIIIS FROM DAMAGE DINR1NO CONSTIMJCIIO. 017311N0 MUMS ARE DAYACED. INC CONTRACTOR SNAIL MAC - D IATLLY NOWT INC GIFT AND INC ENOREER. INC CONIMCTOI SHALL ROTONB THE UTIJTY 10 119 CONDITION. wsOOT SECTION 1 -07.17 AMA SPPLEION TIES CONTRAC IS RESPCN- SIBLEFOR t MEANS MO MO OF CONSiRUCTION FOR DEMONS B. *ERE THE PUNS CALL FOR WI211ES 10 N RELOCAiED BY OM- CCOOR0NATEE MS Won BO AS 100 MOD mourns. t ALL EXCAVATION, immcNoMNO. MORADN PREPARATION. FILL PLACE- NM MD COPACTDN AND AIL SOL WORN IN ODOAI. STALL BE COOUCT= w COPUANa NM Mt IIECOMMENOATioNS OF DC PROZCT SOIL 0101110111 MO TO CURRENT O93TECNCAL ENp10Gl- TN0 REPORT. 7. ENOSEsmNO OEWON AND APPROVAL FOR STRUCiURES SUCH AS WALLS AND VAULTS MUST M PREPMEO VI 1115 MPROMAM PROEgOMAI. NONE* AND IS NOT A PMT OF 11Mt PLAN& 1. 1. d 4. 5. SPECIAL DRAINAGE NOTES FON 011-1315 DEVELOPMENT AU. ono ROM ND EONTA Y AND S I 0 LY PRIM TO N1Y Cow1�I1ON4• CATCH SATIN. ALL N� GLEAM MUST GOWNED MOONS SMSTINO CATS' RASH MUST RE REMOVED OR PIKED VMS SAND. PIPEMUM OR T O OA &MNIM LCAN Of CO MO STORM NT N 1. ALL STORM PIPE MUST SL EMOOTN IO E P115. mao VERIFY PROPOSED STORM DRAIN COMINGS P11I011 TO CON/TEUOTION 10 MAKE SUNK TNER1 NIL NOT OE ANY CONDIGN. 2" A.C. PAVEMENT CL. "B" 4" CRUSHED ROCK COMPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR 12" GRAVEL BASE COMPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR LIGHT 3qL IE =96.22 12" SD IE =96.22 CONTROL MH #1 TE= 100.25 • 3" A.C. PAVEMENT CL. "B" • :-' arfir 0000000000E D000000000C 00000 0 0 t_ 0 rl ft 6" CRUSHED ROCK COMPACTED TO 96Z MAX. DRY DENSITY MODIFIED PROCTOR 12" GRAVEL BASE COMPACTED TO 957. MAX. DRY DENSITY MODIFIED PROCTOR: HEAVY PAVEMENT SECTIONS NTS INV =96.22 TURN DOWN 90' WITH 2 3/8" ORIFICE LOW FLOW 3LF- 6 "SD NV. =96.15 INV. =96.15 OIL/WATER SEPARATOR VAULT UTIUTY VAULT #5106 -CPS 1,600 GALLON CAP. • 4.0' DEPTH TE= 100.38 fC.B. #2 - T.E. =100.20 I.E. =96.10 INV. =97.75 • 9LF 6 "SD 0.5% 19.5LF 12" SD ® 0.5% CROSSING CONTRACTOR TO VERIFY CLEARANCE PRIOR TO CONSTRUCTION. EXIST. 8" WATER IE SD =97.17 IE SD =96.05 I.E. =96.00 INV. =96.90 REPLACE EX. CB W/ TY. II (48 ") #00 TE= 99.4+/ - IE= 96.0 + /- CONTRACTOR TO VERIFY ELEVATION OF C.B. PRIOR TO CONSTRUCTION. STORM DRAINAGE DETAIL FOR OIL/WATER SEPARATOR & CONTROL STRUCTURE NOTES AND DETAILS JOB' 93249,01 FILE' DRAWN BYI c1R CHECKED BY'.IEA DATE' AUGUST 3, 1994 SCALE' 1'A80' -0' REVISIONS TURNER AND ASSOCIATES ARCHITECTS 15450 *4$h Pt*CL Fit SWILL VAtHIMSTDI N13O ciOSM 3s5 -7491 SINM, ROEO • IMO N KIS, MO. ML EATS M • LA'O EIIItVEN la MN AK tut MAISo man ARAM SHEET C2 \ M 0 fJ TO DEFINE BEC AREA HEADER alt Ptil WOOD HEADER ----- - ----- 'J gAvet5r Lire PO (..€• net l� • 1.7 ij4 4-0191 + +1 A N /"h r r . \atx. %:: \ \fir \ \\ :C1C# EXISTING COTTONWOOD TREES TO REMAIN 1 1 '7R :e e'.. seas e : i CoMPuree 61j`f EARS' IlMkJ 5WIf&NeA4Ro • MI TC2 uoU9 MITe) r 1 L ) • Z j1 1 1•/ I/�'/ 2) E wf ill I I as 1 ' 'rRANOE R. Ot.va. fihtJ t1./ EXISTW4 - tJTluj4 paw, - YORMC2 LOCATIONS F02 TEtWANTb W •'6'. 4 coMAJTt& 61TY ELECTRICAL SITE PLAN SCALE 14 toy -d' we r , CoW ra,GTroN tts•L 1 O 13414-ticii .SYMBOL cJ h O 13 PE' A Q q DESCRIPTION LEGEND ••••■••••••..„„... FLUORESCENT LIGHTING FIXTURE •CEILING, RECESSED OR PENDANT MOUNT. FLUORESCENT STRIP LIGHT. 1 0 -0 TRAGP. LIONTb FLUORESCENT LIGHTING FIXTURE ON PATHWAY OR EMERGENCY CIRCUIT. CEILING MOUND INCANDESCENT FIXTURE, In INDICATES WALL MOUNT. • MUCU Y OR N.P.S. LIGHTING $IXTUAE, (� INDICATES "ON ALL NIGHT ", PO INDICATES WALL MOUNT, INDICATES POLE MOUNT. CEILING MOUNT EXIT LIGHT, 1-0 INDICATES WALL MOUNT: ARROW INDICATES DIRECTION. BATTERY POWERED EMERGENCY FLOOD LIGHT. • • SWITCH - TOGGLE 1 POLE, 3 INDICATES 2 POLE, 3 INDICATES THREE-WAY, D INDICATES DIMMER CONTROL LOCATION, K INDICATES KEY OPERATED, M INDICATES HORSEPOWER RATED TOGGLE SWITCH STARTER, INDICATES PILOT LIGHT UNDER COMMON PLATE. DISCONNECT SWITCH, @I INDICATES FUSED DISCONNECT. DUPLEX RECEPTACLE, F INDICATES WATER TIGHT FLOOR SOX. ABOVE COUNTER DUPLEX RECEPTACLE, C!1' • E3". PLODR 60X ouP1.bt RCGGPTActs. CODE SIZE JUNCTION BOX. Z INDICATES FLEX TO FIXTURE OR EQUIPMENT. MOTOR - HORSEPOWER INDICATED ON DRAWINGS. A -1,3 ADJACENT TO ARROW INDICATES HOME RUN OF CIRCUITS 1 AND 3 TO PANEL A. NUMERAL AND LOWER CASE LETTER INDICATE CIRCUIT NUMBER AND SWITCH DESIGNATION RESPECTIVELY. C1 -1 INDICATES FIXTURE TYPE. MARKS ACROSS RUN INDICATE THE NUMMI OF .12 CONDUCTORS UNLESS OTHERWISE NOTED. NO MARKS INDICATE 2 913 CONDUCTORS. INDICATORS GROUND CONDUCTOR. TELEPHONE OUTLET. QI cm' WALL. OUTI.fl O 6RT PionR OUTI.a. W MOWN* nag OINK. PANELIOARD ELECTRICAL DISTRIBUTION EQUIPMENT. TRANSFORMER LOCATIONS. CONDUIT UNDER FLOOR OR UNDERGROUND. CONDUIT IN WALLS OR CEILING. NUMERAL NEXT TO ARROW ON CONDUIT RUN INDICATES ALL OUTLETS PAST THAT POINT ARE ON THAT OR- CUIT. - —rist • rem. nett (..at M% °-O€ metre.. (awe foie ucnr is 1 14:16P+ Cos o u& lave, Wow O. Sr Fr /CM* S Rit N. ruk met a Par BOMPI (SEARS TUKW /LA AUBURN . ELECTRIC • AUO, 3 W I. ,nt. f .: p HOMELI FE WASHINCTOYV 12061 939.9696 ENG • ww1uw u :-L_ _ • rw.ewa It Craft Ms SITE PLAN 1 • w www 3 Ju.&gq ..� IQ F'bl F Bets. I E-I 1 1" ‘ge. • • I I as 1 ' 'rRANOE R. Ot.va. fihtJ t1./ EXISTW4 - tJTluj4 paw, - YORMC2 LOCATIONS F02 TEtWANTb W •'6'. 4 coMAJTt& 61TY ELECTRICAL SITE PLAN SCALE 14 toy -d' we r , CoW ra,GTroN tts•L 1 O 13414-ticii .SYMBOL cJ h O 13 PE' A Q q DESCRIPTION LEGEND ••••■••••••..„„... FLUORESCENT LIGHTING FIXTURE •CEILING, RECESSED OR PENDANT MOUNT. FLUORESCENT STRIP LIGHT. 1 0 -0 TRAGP. LIONTb FLUORESCENT LIGHTING FIXTURE ON PATHWAY OR EMERGENCY CIRCUIT. CEILING MOUND INCANDESCENT FIXTURE, In INDICATES WALL MOUNT. • MUCU Y OR N.P.S. LIGHTING $IXTUAE, (� INDICATES "ON ALL NIGHT ", PO INDICATES WALL MOUNT, INDICATES POLE MOUNT. CEILING MOUNT EXIT LIGHT, 1-0 INDICATES WALL MOUNT: ARROW INDICATES DIRECTION. BATTERY POWERED EMERGENCY FLOOD LIGHT. • • SWITCH - TOGGLE 1 POLE, 3 INDICATES 2 POLE, 3 INDICATES THREE-WAY, D INDICATES DIMMER CONTROL LOCATION, K INDICATES KEY OPERATED, M INDICATES HORSEPOWER RATED TOGGLE SWITCH STARTER, INDICATES PILOT LIGHT UNDER COMMON PLATE. DISCONNECT SWITCH, @I INDICATES FUSED DISCONNECT. DUPLEX RECEPTACLE, F INDICATES WATER TIGHT FLOOR SOX. ABOVE COUNTER DUPLEX RECEPTACLE, C!1' • E3". PLODR 60X ouP1.bt RCGGPTActs. CODE SIZE JUNCTION BOX. Z INDICATES FLEX TO FIXTURE OR EQUIPMENT. MOTOR - HORSEPOWER INDICATED ON DRAWINGS. A -1,3 ADJACENT TO ARROW INDICATES HOME RUN OF CIRCUITS 1 AND 3 TO PANEL A. NUMERAL AND LOWER CASE LETTER INDICATE CIRCUIT NUMBER AND SWITCH DESIGNATION RESPECTIVELY. C1 -1 INDICATES FIXTURE TYPE. MARKS ACROSS RUN INDICATE THE NUMMI OF .12 CONDUCTORS UNLESS OTHERWISE NOTED. NO MARKS INDICATE 2 913 CONDUCTORS. INDICATORS GROUND CONDUCTOR. TELEPHONE OUTLET. QI cm' WALL. OUTI.fl O 6RT PionR OUTI.a. W MOWN* nag OINK. PANELIOARD ELECTRICAL DISTRIBUTION EQUIPMENT. TRANSFORMER LOCATIONS. CONDUIT UNDER FLOOR OR UNDERGROUND. CONDUIT IN WALLS OR CEILING. NUMERAL NEXT TO ARROW ON CONDUIT RUN INDICATES ALL OUTLETS PAST THAT POINT ARE ON THAT OR- CUIT. - —rist • rem. nett (..at M% °-O€ metre.. (awe foie ucnr is 1 14:16P+ Cos o u& lave, Wow O. Sr Fr /CM* S Rit N. ruk met a Par BOMPI (SEARS TUKW /LA AUBURN . ELECTRIC • AUO, 3 W I. ,nt. f .: p HOMELI FE WASHINCTOYV 12061 939.9696 ENG • ww1uw u :-L_ _ • rw.ewa It Craft Ms SITE PLAN 1 • w www 3 Ju.&gq ..� IQ F'bl F Bets. I E-I 1 1" ‘ge. • • • ie• • •, • • Mb 1 • «. ��. I • •• v .. t !.a•• • p . OEM in a IaI =74 • p *fir pooviogi) OW0.4. .P,P Qtl' m l t) S g4 • a33o, As RBI SW 2'y c a kso Iaa&S P'1 Peblveseamno Oro 'it*r Tam lr pPmPuulft.: NIMM MA Q -O ia4W 9oo°i el -TE•40 IMR1,6 To CAD, it/30/14 Na? A ?€a MgO eta t tllti /Q4 ._•_ NIA 1 SECOND FLOOR PLAN SCALE. 3/3r-t -0" REF: 1—A2.1 • 4 sqq± 0 i FILE COPY lent' . But:. . . .. Ci.11$ . c4;4 . le . cot authorise 4M t$oIatIcn cT u./ adopt:] cado or 4110111M1h NSW of Contractors wn ct LPA•....•1 EY Oats 1/3/tW •wnrl Nt S Gist• OM/ "REVISION CITY OF Tlih !LA APPR01L0 / .. n. s {• JJI HJ huiLU BUILDING ON CRY OF TU WI LA DEC 3 0 1994 OINNIN (NOTES 4\. FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE NE ARCHITECTS SEATTLE, WASHNGTON MS TELE: (206) 365 -7431 FAX (206) 365 -7504 SECOND FLOOR PLAN FIDELITY ASSOCIATES, HOMELIFE JOB: 1994 HOMELFE REGISTERED 4104 FLE: FDA2 -2•GCD ARCHITECT DRAWN BY: SCI l O•EO€D BY FRT ARO R TURNER DATE 5/30/04 STATE Of Y:ISMItiOTON SCALE 3/32" • 1-04 REVISIONS 121(14 sanest/ / 4 vtaur Goomanso0t, 12111194 Pwanakf 404 a ur SUMS t a t PC.17L T 1111111-P71711:: ^ai• by ' _ 1 aIT SHEET COAST A 2.2 • 1 1 o1r w ■ 1 - .I I _ __ -L__j • R "IwIL� o •rjfl 1.1111111w1111111 II111 %I II III - ■•••.�11�11111111wn" •iiia� 111 w ,I ■wwl . !!w��1�J1111E,.E11 www■ t i�11 •... ■..•■.■Jwl 11111.- n1110-1110 11111111-11111. 1111 1 1 1 1 1 t t MO OEM 1 (*Wm 4000 SW sioP $S • fez 'tat/ cesium Pagetsw. sio? Neap •Gttluy all !S ae,—r IIIMIP L 't FIRST FLOOR REFLECTED CEILING PLAN SCALE 3/32" - f-0" REF: 1-A2.1 r-111-1 s f x 8' NIGHT LIGHT. �"� •• 1 NIGHT LIGHT N C£I.NG ORD. Lam, ACT aP, fit a. t FPaM11ay MAO t�Ewk'10 To n t' 909.44 Tot AcT. Wtmo to/ DETn►L itt1 OW 5rof oat CEiuNk. Mti CITY OF TUKWILA it/la : APPROVED JAN 3 19S5 AS NUIEU BUILDING DIVICION 4 O OMTUKWIA DEC 3 0 1994 Pow I Mx 1 NOTES • FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE NE. SEATTLE, WASItIOTON 98155 ARCHITECTS TELE: (206) 365 -7431 . FAX (208) 365 -7504 IRST FLOOR REFLECTED CEILING PLAN kge 1994 HOMELFE COMM IDELITY ASSOCIATES, HOMELIFE FLE: FDA2 -6.GCD YIN BY SOH DECKED 8Y: HRT TE: 5/30/94 • 3/3t •• t-0" 4104 REGISTERED ARCHITECT R. TURNER STATE OF WIS WCTON C EVISIONS 4tYrnLC)•.'*T1,�: SHEET A IMP 1 1 1 1 IMP 1 1 1 1 1 topmast aocoP 'POW 90, Aleb COG ttoof/GSti.►iii 111 1111011111111111111i APT St. mac Ceat.03 , %V. A tie ,t,I% Qt AIL, 1 1 owls 11 f 1 SECOND FLOOR REFLECTED CEILING PLAN SCALE: 3/32" • f-0" REF: A2.2 f' 1 1 owl B °Pis .01 ci • MONT UGHT N CELNG GRID. 1. a mil AN P*D1TtoNaL. vwAvt 15101 h REo i IN -This BAci Teo L•IMIT'PISTAIJGE t °DR-AFT accept 100' MAX, As %Eatt) LJS& 2.sw(44 601. teen* '8if..• IZl3o /1{. CITY OF TUKWIIA APPROVED i ti 3 12C5 AS NOTED BUILDING DIVI3IdN DEC 3 01994 NM? 411001 FIDELITY ASSOCIATES TURNER AND ASSOCIATES 18420 24th PLACE ME ARCHITECTS SEATTLE, WASHNGTCN 98155 TELE: (204) 365 -7431 FA* (208) 36' -7504 SECOND FLOOR . .. REFLECTED CEILING PLAN • FIDELITY ASSOCIATES, HOMELIFE • JOE 1994 HOAAELFE FLE F1DA2 -7.GCD DRAWN 6Y: SOH CHECKED EI : H T DATE 330 94 SCALE 3/3 • --0'I 4104 REGCISSTT 1104110 WNW IRA Of W411/141704 '1 • a t' :, ■ . , 4