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HomeMy WebLinkAboutPermit M03-178 - FR ROGERSF. R. ROGERS 1083 INDUSTRY DRIVE M03-178 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 1(206) 431 -3670 Parcel No.: 2523049071 Address: 1083 INDUSTRY DR TUKW Suite No: Tenant: Name: FR ROGERS Address: 1083 INDUSTRY DR, TUKWILA WA MECHANICAL PERMIT Owner: Name: CALWEST INDUSTRIAL PROP Phone: Address: C/O DELOIZTE & TOUCHE LLP, 2235 FARADAY AVE #O Permit Number: M03-178 Issue Date: 11/10/2003 Permit Expires On: 05/08/2004 Contact Person: Name: CAROLINE SIEFERTSON Phone: 206 - 682 -6393 Address: 11812 NORTHCREEK PY N, #104, BOTHELL, WA Contractor: Name: PACIFIC AIR CONTROL INC Phone: Address: 11812 N CREEK PKWY N 104, BOTHELL WA Contractor License No: PACIFAC230P8 Expiration Date:10 /01/2005 DESCRIPTION OF WORK: PROVIDE AND INSTALL A NEW 3.5 TON GAS PACK YORK AIR DISTRIBUTOR, DUCT WORK, GRILLS, GAS PIPING AND T- STATS. Value of Construction: $5,888.00 Type of Fire Protection: Permit Center Authorized Signature: Fees Collected: $76.94 Uniform Mechnical Code Edition: 1997 Date: // au- 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 constr ction or the performanc /of wor I am authorized to sign and obtain this mechanical per it. Signature: ,GG/ft �� o� /�i�G -- - -� Date: // a /e Print Name: (/ 1WZ/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work Is suspended or abandoned for a period of 180 days from the last inspection. doc: Mech M03 -178 Printed: 11 -10 -2003 Parcel No.: 2523049071 Address: 1083 INDUSTRY DR TUKW Suite No: Tenant: FR ROGERS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: Readily accessible access to roof mounted equipment is required. 7: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 10: Manufacturers installation instructions required on site for the building inspectors review. 11: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS M03 -178 Permit Number: M03-178 Status: ISSUED Applied Date: 10/24/2003 Issue Date: 11/10/2003 Date: CO/ o / Printed: 11 -10 -2003 .r l,.t «a.w:-1:�n'.i„4:... �. ��r „� �:,:. ;.'; CITY OF TUKWILA Community Development .. epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 I TWLOCATI.O 11 Site Address: /?5 'j .� a7 Zarl� 2 Tenant Name: FF ZOCi'(J j Property Owners Name: Mailing Address: f CONTACT PERS GENERAL CONTRACTORINFOIRMATI Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor R - Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: \applicationstpennit application (3.2003) 3/2003 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Page 1 King Co Assessor's Tax No.: RI" 2 9O7/ Suite Number: Floor: New Tenant: 0 .... Yes ❑ ..No Name: Mailing Address: / /k /Z A 7 - or_ E -Mail Address: 61 f t kcios p<i) r `' , et Q i e c1t1 !7 / `, ax "3 9 Day Telephone: ?h,f =/a "dZG /I Gtr - %6' (/ City State Zip City State Zip Day Telephone: ca Ze t2 fr7: ' 9 3 Fax Number: 4 r - .5(T 5e//7 2.� 7 0 ton Number:? = 2.__-se ?,c-- Expiration Date: %Q / / /?;' * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** <ARCHITECT'O L } 7 , i�e r I fry fit,Mt• RECORD. All plans mustbe wet stamp by ArchI ec of R ��t n vi �,(7�..�T,, �r;' 7 ..i„ f t .t. � x'' :•Y: 4 J+} Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip ; ENGINEER Ok' Recor 1 'erte/ A 9 1 city Day Telephone: Fax Number: State Zip ia1}'•uk�1 " 1. k.7'zt EL,t /m_#..`ffd' Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ ..Yes .. No if "yes ", see Handout No. for requirements. 'Provide All Building. Areas in Square Footage Below °1 Floor: 2" ° Floor ••• 3f° Floor ;floors fr' thru BaseinetiF; Accessory,Structure! Attached Garage Detached Garage Attached Carport; Detached Carp() Covered Deck Uncovered Deck ]ntertor : Remodel Addition to • - Existing '. Structure : :Type-of ::.,, C onstruction Per UBC , Type . of ..... Occdpancy per.. PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Existing Building Valuation: $ Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ❑ ..Automatic Fire Alarm ..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. tapplicationitpermit application (3.2003) 3 /2003 Page 2 .....: u:.: i iax n;! i�ai:.7.:a';.:'�SS.,ki:7r:.v:w; ' ; .., Water District ❑ ...Tukwila 0... Water District # 125 ❑ ... Water Availability Provided Proposed Activities (mark boxes that apply): 0 ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way .. .Total Cut .. .Total Fill FINANCE INFORMATION ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: tappliationstpermit application (3.2003) 3/2003 cubic yards cubic yards y 1 e'' 106': QN=� 133- 0179 =P;q via, 0 ...Sewage Treatment Page 3 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer:toPublie Works Bulletin #l; for fees and estimate sheet: 0 .. Highline ❑ ...Renton Sewer District ❑ ...Tukwila 0.,. ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided 0 .. Approved Septic Plans Provided 0 ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report 0...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance ❑ ., Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage .. .Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 ., Channelization .. .Frontage Improvements ❑ .. Pavement Cut 0 .. Trench Excavation .. .Traffic Control 0 .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water " ❑...Permanent Water Meter Size... WO# .. .Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size 2 2 WO# ❑...Deduct Water Meter Size " ❑ ...Sewer Main Extension Public ^ Private ❑ ...Water Main Extension Public Private Fire Line Size at Property Line Number of Public Fire Hydrant(s) Day Telephone: City State Zip Day Telephone: City State Zip • Unit Type: ` ,: ;: YP Qty U nit Type: YP :' Qty Unit Type: . : Qty. ' - Boiler/Compressor: - . Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >I00K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP/I,750,000 BTU Heat/Refrig/Cooling System I Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind M WFO. lATIO 29643 W ,���+�rr �r ;l 1 • �f F ,.A• f { 5. M "� �i 1 <. .. m . Y v _i y tk .,.:`r j" �,- 'i...��Y4, �, : , C . . �.'�7 MECHANICAL CONTRACT Company Name: Mailing Address: /&/Z, Contact Person: E -Mail Addresss/P 49//kiQ Contractor Registration Number ?/9 '9(j f� * *An original or notarized copy of current Washington State Contractor Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New . Replacement ....❑ Fuel Type: Electric ❑ Gas .... ® Other: Indicate type of mechanical work being installed and the quantity below: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: R OR UTHORIZED Print Name: Mailing Address: )( . A' . C Date Application Expires: Date Application Accepted: /0 - -/23 \applicationitpermit application (3.2003) 3/7003 R INF ' MATZO State Page 4 ity Day Telephone: ax Number: Expiration Date: Zip / License must be presented at the time of permit issuance ** Date: / /3-e/45 Day Telephone: ? ki 419:1°17 'C, /) U-911- 9� ( 4 City State Zip aff 1pin s: z RECEIPT l Z . w Parcel No.: 2523049071 Permit Number: M03-178 6 Address: 1083 INDUSTRY DR TUKW Status: APPROVED N 0 Suite No: Applied Date: 10/24/2003 w L Applicant: FR ROGERS Issue Date: I co u. w Receipt No.: R03 -01350 Payment Amount: 76.94 N d Initials: BLH Payment Date: 11/10/2003 12:46 PM H w User ID: ADMIN Balance: $0.00 z f 1- O zi` 0 O - Ot— ill w U Type Method Description Amount IL 5 Payee: TRANSACTION LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PACIFIC AIR CONTROL INC Payment Check 31061 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000/322.100 000/345.830 76.94 al to U = O ~ 61.55 15.39 Total: 76.94 • ;C:74 11/12 9716 TOTAL 76.94 Printed: 11 -10 -2003 z Projec n ed),e) Type of Ins Address: 1 d Date Called /z —03 r Special In ' ru Ions: Date Wanted: /Z--/ a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ��„ ems,• qi 44z3-l7B PER NO • ( 06)431 -3670 Corrections required prior to approval. COMMENTS: n $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: - Receipt No.: 4 Pro' ct Type ot Inspection: � ^ A dre� ' uC 2anted e a led: I I -2"1 ' / 3 pe O Z A , �'. Special lnstru ns: e : :m. Requ ter: ` i ' 6 Phone No: - Ceti 2 51 0 - 0373 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El INSPECTION RECORD Retain a copy with permit PER NO 206)431 -3670 1 204 ass - orrectMO equired prior to approval.9 Approved per applicable codes. CO MENTS: i) j■l?' / ,4 6e , 2,) `r .5 sz.-, 4 /2 /-ty9 El S47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pro : t..,. w4.4.'" Type of Iryspect : /� 1 1 lit, Imo/ AtJd ess: D to Calle : Special Instructions: • Date Wanted: C. m? P Requester. Phone No: r e 1 7(' xa - .5 I? - 2737..3 INSPECT! .N NO. a Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CITY OF TUKWILA BUILDING DIVISION 04D3 (206)431 -3670 pi Corrections required prior to approval. El $47.00 REINSPECTION FEE.AEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Z its' '4-7 7 'Inspector: Date: Receipt No.: Date: COMMENTS: �` jl _- `.)"D -§- i \ (u duef i ate all d J , I f i / ''993 k Spei.l Inst'Fuctions: A ) - - . G5 ', � `I G v. \- evweaslal - Phone No 1!e11 e -Sl - 317 - C�' 2 C4v . -CO G e p vloxiakt I n Na *e " 1p-e c y r o v--c U \9`foi-e . .:.. c 11 1'C_LG1+n i cent C VL 4r) coJeV' Proj t: Type nspection: -I n Address 0%3 O i ate all d J , I f i / ''993 k Spei.l Inst'Fuctions: ate Wanted: / .m. f, ( /e3(0 Request It 1 (A -iv/ , Phone No 1!e11 e -Sl - 317 2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. (lnspector: MIN PERM I (206)431 -3670 D " 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: Z a , W 00 co tu J H co w w 0 g Q N � = a F .. w z= H W � w U � co 0 H WW LI 0 Z ill co " A.. Z Perez Type of In Yon: Addresddres : ate Calle r� �� t 1 � . Sliecial Insfructions: ate Wanted: f 1 l rr p.m. Reque er e : �_r...(4) Phon ei l 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERM (206)431 -3670 COM ENTS: Corrections required prior to approval. �✓} Datey /�/��. -7 $4 di REINSPECT! QFJ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Z W 2 J U co U w J 1— N U_ . w LL _ D. a } ZF- ZI uj V 0 I— Ww Li-- ~ Z Lu O F. Z MODS CO1MEwWdyR W1 10111 C D I F 1 1147(4 31 " 23-311/ 14.1(2 . 114 ISFOI3/M L ease In { — w3 00 NO 414, UT 11101 111) AO C D E F S N J I l M N P YOD>IZNA 1113 M] 11.1 122• 412 Ii _ 7713/11 111/1, 11.1/1 IH11 11.111 11 114(4 7141/4 . 17.1(2 10 3 1414 MODS A C D I F YOCOgNI 1147(4 31 " 23-311/ 14.1(2 21.1/2 114 ISFOI3/M L 00 NO 414, UT NOTE: AN dimensions are in Inches. 04111ZONTM. ILVPIT O•tp11 001 is Antigun Standen' Inc 1412 R NtS ' 1I I ptNlly ' wlttl 1. SIZ MONO NOW 111 1OYRT.11 W i.i - m. RECEIVED CITY OF TIJKWII A PERMIT CENTER NOTES: 1. Kt et/aIM 011171 /0. 190I4 I IC two. IK- 10bIT. From Dw, 210161101 Rev. 0 11�i11``T Wlf.it NIIII * COO[N$ATC COWIN FIWit IIT IIOM/L0/ N E T1M1 0.10111 COIL • ti •M. 0T1T ram hi NJ. T. CAE COKCt1071 YCC042 -SQ- 209.02 3 -1/2 Ton Convertible Packaged Gas/ Electric Unit YCC042F ;EeT. x -x TfTIC�L Od! >RCTIa , T L.III[$ SECT Y —Y T.MC.L POOL VICTIM CI 110•IL0i .1NR. • RUM mosit ro RNIOt1 From Dwg. 2101/1550 Rev. 1 M03 /78 M trzai gtopolfitornipilippgiv N 14 Witt ..11fif ggir. ,;i FE g • • r " NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C.) NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. !EP! =9BE X985 MIME LIME! Ed rw 'al PP r � � r Els! l t!! p ! !i!b bt��bZE TEL it EE Yvol +Ell :coo r: !!! Eb G i EM E!! N +N a44 ale4 > !44 .!! r 04 444 gri a; kin an mu 1 oabL +Vat • tip +bw w L 988 +988 —3811 8 fo l i i til i pli p i h gi iril rl i it m i OP 1 4 1 t i 'w 1 ! ° '' i +xxx+ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I .1600 1 1 1460 1 ,400 J 1 135o I 120o 1 1210 1 1200 r 1150 1 11oo I 8i 1 I.owaFF LMT. L NO FILTER. I 0.31 [ .57 1 I .77 1 1 0.61 I 1.07 I 1.15 I 1.9 j I 1.4 1 18 J f ,s1S MIESS. W.G. r alowasov I 11 1o;4 [ 1000 171 1 1147 I 924 601 1 87, 1 1167 I ,1s 1 /WR, WATTS I I i 687 1 r7! I .77 I 1 .71 493 irk 474 I .84 I WATT! 1 ro-a1 [0.40 1 .e1 I I .71 1 is 1 1 .os1 L 1.1, 1 1.2, I 1.4 1 PRESS rL W.G. i I$3 I fµ I 610 I I 1 710 I 7,1 ANS WATTS Hass 1+. w.0. LOW SPEED I.72 IaoI I=°1 Ell E'E7 1 422 1 al rWl1 WATT! !EP! =9BE X985 MIME LIME! Ed rw 'al PP r � � r Els! l t!! p ! !i!b bt��bZE TEL it EE Yvol +Ell :coo r: !!! Eb G i EM E!! N +N a44 ale4 > !44 .!! r 04 444 gri a; kin an mu 1 oabL +Vat • tip +bw w L 988 +988 —3811 8 fo l i i til i pli p i h gi iril rl i it m i OP 1 4 1 t i 'w 1 ! ° '' i +xxx+ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I 71100 1 1450 I 1400 I I 1300 1 1250 , l 1 1200 1 1 1160 I 1100 ii 11 I 0.13 I I 0.31 I 0.40 1 0.4$ 1 0.61 I as [ o s I 0.112 I o.a I oj8 L 071 FIE6s. W.Q. i .SPEED. r. all I § 687 1 115 ] *ei 493 474 WATT! 1 ro-a1 [0.40 10.431 I - 0.421 10.411 [0.401 Loael 10.3.1 j 0.37 1 1 .17 [ .26 I .91 1 .3 I Hass 1+. w.0. LOW SPEED E 1 422 1 1 410 1 rWl1 WATT! IED kitkb 1 021 l !EP! =9BE X985 MIME LIME! Ed rw 'al PP r � � r Els! l t!! p ! !i!b bt��bZE TEL it EE Yvol +Ell :coo r: !!! Eb G i EM E!! N +N a44 ale4 > !44 .!! r 04 444 gri a; kin an mu 1 oabL +Vat • tip +bw w L 988 +988 —3811 8 fo l i i til i pli p i h gi iril rl i it m i OP 1 4 1 t i 'w 1 ! ° '' i +xxx+ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Au1Fww ICFMI BAYECONO64An ay. M,01 600 .01 1100 .02 1000 .06 1200 .09 1400 .14 1600 — 1600 — 2000 -- 2200 — 2400 — MODEL APPUCNION MODELS A s C . D I P G H 6AYECON064AA YCC042F 20 16.6/6.23.1/2 224/16 . 114/11 22.1/4 -1/s 1.1/2 Optional Equipment Economizer and Rain Hood From [Iwo. 210730062 Floc 2 Economizer Presorts Drop (Return Air Restriction 0% Outdoor Air) From Vag. 21A7309113 Rw. 0 Filter Frame • SMUT MEAL 5 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. FR Rogers Insulation HVAC Load Analysis for Pattison Construction __ FILE COPY CHVAC COMMERCIAL HVAC LOADS CITY OF TLTKWJ1 APPROVED NOV - 6 2003 n ` a tt1ai) ._ m nirif F r0V Wir A OCT 2 4 20 03 PEat r ceivrE A Prepared By: Thursday, October 09, 2003 Mo -i78 z re al J o o O U W = J t- W o g Q D. ° . � z I 11.1 uj 2 o� 0 co o� . = V 'L w z ` U �. 6 '- O z Building Summary Loads Building peaks in July at 5pm. Roof Wall Glass Floor Slab Skin Loads Lighting Equipment People Partition Cool. Pret. Heat. Pret. Cool. Vent. Heat. Vent. Cool. Infil. Heat. Infii, Draw -Thru Fan Blow -Thru Fan Reserve Cap. Reheat Cap. Supply Duct Return Duct Misc. Supply Misc. Return Building Totals .r'» ..(.:'r {:;�1>;'tv •. n7i:. +r.'';,l :m, v a r i• "�•r':l:: .,,. ••`.: } >: oo:, rJ' 't::�. . wh . 4rri ..Pr..,�'�iP%^ L';• . � 'r. 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R•Lln T «V I tiic., X41 •. �7. �Ct:r A T : C• C1tr �' a u. r..r3„ Ventilation Infiltration Pretreated Air Zone Loads Plenum Loads Fan & Duct Loads Building Totals 1,280 17,487 44.86 130 1,081 2.77 90 4,423 11.34 0 0 0.00 11,496 0 0 27,490 0 0 Total Building Supply Air (based on a 20° TD): Total Building Vent. Air (15.50% of Supply): Total Conditioned Air Space: Supply Air Per Unit Area: Area Per Cooling Capacity: Cooling Capacity Per Area: Total Heating Required With Outside Air: Total Cooling Required With Outside Air: 22,991 58.97 0 8,944 8,944 25.65 2,560 0 0.00 0 8,735 8,735 25.05 1,280 0 0.00 0 4,368 4,368 12.52 10 0 0.00 2,500 2,450 4,950 14.19 704 4,499 11.54 0 1,999 1,999 5.73 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 200 0 0.00 2,219 2,168 4,387 12.58 200 11,496 29.49 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 1,490 1,490 4.27 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 38,986 100.00 4,719 30,154 34,872 100.00 29.49 0.00 0.00 70.51 0.00 0.00 2,219 0 0 2,500 0 0 0 0 0 0 1,291 CFM 200 CFM 2,168 0 0 26,496 0 1,490 1,280 Sq.ft 1.0082 CFM/Sq.ft 440.4633 Sq.ft/Ton 0.0023 Tons/Sq.ft 38,986 Btuh 2.91 Tons 5,202 358 3,384 0 .ti �. �!��'r �?t.. •r�'as ...x.. %�•r . . }.a. . a ..•}.:- •�:.! -. ;a.Frra .. .. ,.. Ss '„ {,..x:ai:;: ?:`cnS3- �;d'd�+ ... .... .. .... ::•�4�..... .... ;t.r 5,202 358 3,384 0 4,387 0 0 28,996 0 1,490 14.92 1.03 9.70 0.00 12.58 0.00 0.00 83.15 0.00 4.27 38,986 100.00 4,719 30,154 34,872 100.uu Air Handier #1 - Rooftop Gas/electric - Summary Loads Zone Peak Totals: 1,280 27,490 26,496 2,500 Total Zones: 1 10 1,291 1,291 0 200 200 Unique Zones: 1 11,520 1.01 1.01 0 200 200 Air Handler #1- Rooftop Gas /electric - Total Load Summary Air Handler Description: Supply Air Fan: Fan Input: Sensible Heat Ratio: Air System Peak Time: Outdoor Conditions: Summer: Ventilation controls outside air, — Winter: Ventilation controls outside air. Zone Space sensible loss: Infiltration sensible loss: Outside Air sensible loss: Supply Duct sensible loss: Return Duct sensible loss: Return Plenum sensible loss: Total System sensible loss: Heating Supply Air: 27,490 / (.986 X 1.08 X 20) = Winter Vent Outside Air (15.5% of supply) = Zone space sensible gain: 26,496 Btuh Infiltration sensible gain: 0 Btuh Draw -thru fan sensible gain: 1,490 Btuh Supply duct sensible gain: 0 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: Cooling Supply Air: 27,985 / (.986 X 1.1 X 20) = Summer Vent Outside Air (15.5% of supply) = Return duct sensible gain: 0 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 2,168 Btuh Blow -thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: Total sensible gain on air handling system: Zone space latent gain: Infiltration latent gain: Outside air latent gain: Total latent gain on air handling system: Total system sensible and latent gain: Total Conditioned Air Space: Supply Air Per Unit Area: Area Per Cooling Capacity: Cooling Capacity Per Area: Total Heating Required With Outside Air: Total Cooling Required With Outside Air: Rooftop Gas/electric Constant Volume - Proportion Draw -Thru with program estimated horsepower of 0.60 HP 75% motor and fan efficiency with 2.2 in. water across the fan 0.92 — This system occurs 1 time(s) in the building. — 5pm in July. 85° DB, 69° WB, 81.50 grains 27,490 Btuh O Btuh 0 CFM 11,496 Btuh 200 CFM O Btuh 0 Btuh 0 Btuh 2,500 Btuh O Btuh 2,219 Btuh 1,291 CFM 200 CFM 1,291 CFM 200 CFM 200 CFM 38,986 Btuh 27,985 Btuh 2,168 Btuh 30,154 Btuh 4,719 Btuh 34,872 Btuh ;i . - , v � � �, „ }._, ,,,..�_.a : v >.� , ,�t- - ? ., ,��. _ . .r'. ..ry +; :fir: /�'� �,p {, `.4�v;a =µ:,. � >�c, .,:P" i.t t;� z t .�. a "p:.'rY,: .Mc:: k : 44 ��fi. .:r' .xi. it , •1 ti, ,li. ,> r• x.+f^ .O ..t�".;i:. .! , .+�'�. ::<� +~CA r T...�e 3t•{ : ?`' f, +. '•:F• a��i .'r • :r.7 ; ..��. Uk: �,;,'� °5:,..: i:'G ; . �rr,R '�A' },,..s �''��1':.eie . �. r�'�...�.e�;:��:?`• \•, �,�"!:?4 t..:.'. x ?. �_.,y •5< .�wr,r• . �I� ... �F.o� tom", ..l � 2.' ,..( y�� .,� �....a... y �P ls!".... ».� �.v� •�!$�SSY4„r. x::+ 1,'+. k,.._• tF'..: 4N!'" �.S.V': }.�.."•.Rl'�4 %t�...M..�: �..+a•4��.'.'L43xk..r f$fr. .F•.}F'!Jiti:fM....�.'�... l��'3'.Er. -. .II.�C^. �4; ..� �:' Total Air Handler Supply Air (based on a 20° TD): 1,291 CFM Total Air Handler Vent. Air (15.50% of Supply): 200 CFM 1,280 Sq.ft 1.0082 CFM/Sq.ft 440.4633 Sq.ft/Ton 0.0023 Tons/Sq.ft 38,986 Btuh 2.91 Tons Zone Detailed Loads (At Zone Peak Times) W Roof -1-4- Susp.0 -L Wall- 2 -E -A -D Partition -1 -1 GIs- E -1 -90 -Tran 0 %S- 0 -M -NS -Solar Lights - Prof =O Equipment - Prof =0 People - Prof =0 Sub -total Safety factors: Total w/ safety factors: Y:' , •1: - r- 'Ly,T,it ;.t K nralr. ?. nt, rG 7 2 �J. "1'v 1,280 0.50 16.1 0.253 5,202 130 1 17.9 0.154 358 704 8/18 0.355 1,999 90.0 1.000 6 0.900 486 90.0 0.700 200 0.230 2,898 2,560 1.000 8,735 1,280 1.000 4,368 0 10.0 1.000 2,450 2,500 13.662 17,487 8.316 1,081 6.390 4,499 49.140 4,423 26,496 2,500 27,490 +0% +0% +0% 26,496 2,500 27,490 VISSER ENGINEERING STRUCTURAL CALCULATIONS New Rooftop HVAC Unit Project: FR Roger Insulation Tukwila Commerce Center Building #33 1083 Industry Drive Tukwila, WA 98188 Project No.: 03 -158 Client: Pattison Construction 4078 148` Ave NE Redmond, WA 98052 Contact: Greg Slader By: Mike Visser, P.E. Date: CITY OF JU WILA APPROVED NOV - 6 2003 Li) October 22, 2003 20 03 Mo /g V1 SSER al ENGINEERING O CALCULATIC SHEET • Title: 11 \tA L Jo PQo L r4- tnez. Ems- INS(S -( v`-S Project Client Ppe dr,D N.1 Date: (,D • 7Z' Page: 1 of (c GxKr 6''/A R r L c w - g. - /u5C 6 31 C p..qr+ n . F A' Rae\ Cvt.. ct. 1-0 4 N\,/ he_ 0 Plat. l F «' rk w-- crA'ieoL. �F) pc- ft IL ADD Z 6 v O 0 N 0 W = J W • 0 N d Z � I 0 Z H: LIJ O co O — CI 1— W W; F V` u- F Ill _ 0 1 = — O Z VISSER Gravity Loads D E A D L 0 A D L I V E L 0 A D ENGINEERING Roof Load: Item: Unit Wei Roof Sheathing - 1 /2" plywood: Roofing plus insulation: 2x6 @ 24: 4x 14 @ 8': Girders: Ducts, Sprinklers, Lights & Misc.: 1.5 ps f 3.5 psf 1.4 psf 1.5 psf 1.5 psf 2.0 psf 11.4 psf Floor Load: Item: Floor Sheathing - 3/4" plywood: 1" Gyperete Floor Joists at 16" o.c.: 2 layers 5/8" Gypsum Wall Board: Misc.: Unit Weit: 2.3 psf 9.0 psf 3.0 psf 5.6 psf 4.0 psf 0.0 psf 23.9 psf Roof Load: Snow Load: Roof Slope: Roof Slope = Rs = (S /40) - 1/2 = Design Snow Load: 25.0 psf 4.5 in 12" 20.556 degrees 0.125 psf/deg 24.93 psf Floor Load: Item: Unit Weight: Residential Live Load: 40.0 psf psf psf psf psf psf 40.0 psf Project: 03 -158 Client: Pattison Date: 10/22/03 Page: -z Dead Load: Unit Weight Beg. trib width End Crib width Roof: Floor: Int. wall: Ext. wall: 9.9 12 80 0 psf psf plf plf 8 feet 0 feet Wall beginning 8 feet 0 feet Wall ending 0 feet 0 feet 0 feet 0 feet Beam Reactions: OTL = 0.863 Beam # 0 Beam # 0 Beam # 0 Location Reaction Beam # Beam # Beam # 0 0 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Allowable Stresses Deflection (In.) Beg. Crib width LDF = 1 LDF = 1.15 Modifiers LDL = 0.245 Bending, Fb ( +) Bending, Fb ( +) Shear, Fv Elasticity, E 1,000 psi 1,000 psi 95 psi 1,700,000 psi 1,150 psi 1,150 psi 109 psi 1,700,000 psi CF = 1 CR = 1.00 ALL = 0 OSL = 0.618 OSL +LL = 0.618 OTL = 0.863 Live Load: Unit Weight Beg. Crib width End Crib width Floor: 40 psf 0 feet 0 feet Beam Reactions: Location Reaction Beam # 0 Beam # 0 Beam # 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Member Forces Dead +Live Dead +Live +Snow Maxinum Bending Moment: Maximum Shear:* 3960 ft. -lbs. 705 lbs. 13960 ft-lbs. 2484 lbs. VISSER Simple Beam Design L O A D I N G D E S I G N ENGINEERING Beam Number: Existing Purlins Beam Length: 20 feet Project: 03 -158 Client: Pattison Date: 10/22/03 Page: - 3 Snow Load: unit weight Beg. Crib width End Crib width Roof: 25 psf 8 feet 8 feet Beam Reactions: Location Reaction Beam # 0 Beam # 0 Beam # 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Reactions Beginning End Dead Load 792 pounds 792 pounds Live Load 0 pounds 0 pounds Snow Load 2000 pounds 2000 pounds Total 2792 2792 *Taken distance 'd' from sunuort Required Section Properties Area, A = Sect. Mod., S = Mom. of Iner., I = 34.10 in. ^2 145.67 in. ^3 628.94 in. ^4 Provided Section Properties Area, A = Section Modulus, I= 46.38 in. ^2 102.41 in. ^3 678.48 in. ^4 Provide: 4 x 14 Doug. Fir #1 O G Qm)vtr76 /z(s PLrww,s5 Dead Load: Unit Weight Beg. trib width End trib width Roof: Floor: Int. wall: Ext. wall: 9.9 psf 12 psf 3 feet 0 feet Wall beginning 3 feet 0 feet Wall ending 80 plf 0 plf 0 feet 0 feet 0 feet 0 feet Beam Reactions: ATL = 0.76 Location Reaction 0 pounds 0 pounds 0 pounds Beam # HVAC Beam # 0 Beam # 0 3 feet 0 feet 0 feet 250 pounds 0 pounds 0 pounds Allowable Stresses Deflection (in.) Beg. trib width LDF = 1 LDF = 1.15 Modifiers ADL = 0.268 Bending, Fb ( +) Bending, Fb ( +) Shear, Fv Elasticity, E 2,400 psi 2,400 psi 190 psi 1,800,000 psi 2,760 psi 2,760 psi 219 psi 1,800,000 psi CF = 1 CR = 1.00 ALL = 0 ASL = 0.493 ASL +LL = 0.493 ATL = 0.76 Live Load: Unit Weight Beg. trib width End trib width Floor: 40 psf 0 feet 0 feet Beam Reactions: Location Reaction Beam # HVAC Beam # 0 Beam # 0 3 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Member Forces Dead +Live Dead +Live +Snow Maxinum Bending Moment: Maximum Shear:* 2008 ft. -lbs. 484 lbs. 5735 ft. -lbs. 1168 lbs. VISSER 4 ENGINEERING Simple Beam Design L 0 A D I N G D E S I G N Beam Number: New HVAC Support Purlin Beam Length: 20 feet Project: 03 -158 Client: Pattison Date: 10/22/03 Page: 4- Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 3 feet 3 feet Beam Reactions: Location Reaction Beam # HVAC Beam # 0 Beam # 0 3 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Reactions Beginning End Dead Load 510 pounds 335 pounds Live Load 0 pounds 0 pounds Snow Load 750 pounds 750 pounds Total 1260 1085 *Taken distance 'd' from sunnort Required Section Properties Area, A = Sect. Mod., S = Mom. of Iner., I = 8.02 in. ^2 24.93 in. ^3 229.21 in. ^4 Provided Section Properties Area, A = Section Modulus, I= 32.81 in. ^2 57.42 in. ^3 301.46 in. ^4 Provide: 3.125 x 10.5 Glu- lam,24F -V4 z w 6 • w w i- • W w 0 � j 22 d = W z � I- 0 Z I- w 0 0 5 , 0 1- W W I- H U_ IT; t Z c12 0 z Dead Load: Unit Weight Beg. trib width End trib width Roof: Floor: Int. wall: Ext. wall: 11.4 psf 12 psf 20.5 feet 0 feet Wall beginning 20.5 feet 0 feet Wall ending 80 plf 0 plf 0 feet 0 feet 0 feet 0 feet Beam Reactions: ATL = 1.563 Location Reaction 0 pounds 0 pounds 0 pounds Beam # HVAC Beam # 0 Beam # 0 11 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Allowable Stresses Deflection (in.) Beg. trib width LDF = 1 LDF = 1.15 Modifiers ADL = 0.49 Bending, Fb ( +) Bending, Fb ( +) Shear, Fv Elasticity, E 2,297 psi 2,297 psi 190 psi 1,800,000 psi 2,641 psi 2,641 psi 219 psi 1,800,000 psi CF = 0.957 CR = 1.00 ALL = 0 ASL = 1.074 ASL +LL = 1.074 ATL = 1.563 Live Load: Unit Weight Beg. trib width End trib width Floor: 40 psf 0 feet 0 feet Beam Reactions: Location Reaction Beam # HVAC Beam # 0 Beam # 0 11 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Member Forces Dead +Live Dead +Live +Snow Maxinum Bending Moment: Maximum Shear:* 14139 ft. -lbs. 2308 lbs. 45145 ft. -lbs. 7369 lbs. VISSER Simple Beam Design L O A D I N G D E S I G N ENGINEERING Beam Number: Existing Shallow Girder Beam Length: 22 feet Project: 03 -158 Client: Pattison Date: 10/22/03 Page: 5 Snow Load: unit weight Beg. trib width End trib width Roof: 25 psf 20.5 feet 20.5 feet Beam Reactions: Location Reaction Beam # HVAC Beam # 0 Beam # 0 11 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Reactions Beginning End Dead Load 2571 pounds 2571 pounds Live Load 0 pounds 0 pounds Snow Load 5637.5 pounds 5637.5 pounds Total 8208 8208 *Taken distance 'd' from suouort Required Section Properties Area, A = Sect. Mod., S = Mom. of Iner., I = 50.59 in. ^2 205.11 in. ^3 2,025.95 in. ^4 Provided Section Properties Area, A = Section Modulus, I = 91.13 in. ^2 205.03 in. ^3 1383.96 in. ^4 Provide: 6.75 x 13.5 Glu- lam,24F -V4 — LA46c- C� 2.D r�rLS MODEL CORNER WEIGHT (LBS) UNIT WEIGHT A B C D E • F G H J K L M N P W1 W2 W3 W4 YCC018F -1. 68.3 61.7 84 92.9 307 55-1/4 38 25.3/18 18.9/18 11.1/18 8.9/18 8.13/18 17 21.5/16 25 17-1/2 10 3 4-7/16 YC0024F -1. 89.4 60.0 85 99,5 314 YCCO30F•L 70.5 81.4 87 99.8 319 YCCO30F•M 84.06 68.08 92.1 113.7 358 55.1/4 36 29.3/16 18.9/16 11.1/18 8.9/16 8.13/18 17 20.3/4 25.13/16 17.1/2 10 3 4.7/16 YCCO36F -L 78.3 88.3 95.6 109,7 352 19.3/4 24.13/18 YCCO36F•M 86 67.8 93,2 115.13 384 YCCO36F•H 90.3 73.8 101 123.7 399 62.3/4 36 29-3/16 18.9/16 11-1/16 6.9/18 11.1/8 17 19.3/4 28.1/4 17.1/2 10 3 8.3/4 YCC042F•M 103.8 88.7 98.6 122.8 412 YCC048F•1A 104.6 84.6 102,2 126.4 418 YCC048F•H 123.8 104.6 132.5 157 518 65 5/18 45 33.3/8 21.1/18 15.1/18 4.15/18. • 9.1/8 21•15/18 25 29.7/32 20 14 3.1/2 8.5/16 YCC080F•1.1 135.4 109.8 137.3 188.3 552 OO C ECONOMIZER /FILTER • ACCESS PANEL K HORIZONTAL SUPPLY OPENING DOWNFLOW SUPPLY OPENING i 0 i SECT. X -X HORIZONTAL RETURN OPENING 4 TYPICAL CROSS SECTION OF SUPPLY d: RETURN PERIMETER FLANGES APPEARANCE SURFACE OF SUPPLY & RETURN PANEL YCC018 -060F OUTLINE -REAR L k M DIMENSIONAL SURFACE ISEE TABLEI 18 CONDENSATE DRAIN FOR 3 \4" FEMALE NPT DOWNFLOW RETURN OPENING 8 : 3 •SECT Y -Y TYPICAL CROSS SECTION OF DOWNFLOW SUPPLY & RETURN PERIMETER FLANGES EVAPORATOR COIL & BLOWER PANEL 1g DIA. ENTRY FOR 1/2 N,P.T. GAS CONNECTION D661690 Page 4 JIMENSIONAL DATA - Dwg. No. X664209 P01 ACTIVITY NUMBER: M03 -178 DATE: 10 -24 -03 PROJECT NAME: F R ROGERS SITE ADDRESS: 1083 INDUSTRIAL DRIVE X Original Plan Submittal Response to Incomplete Letter # _ _ Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: w L 11-0 Building Division a Public Works ❑ ~ PMIT COORD COPY PLAN REVIEW /ROUTING SLIP 5/ {1 /A, /0-0 © 3 Fire Prevention Structural ❑ Planning Division Permit Coordinator X DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -28 -03 Complete Incomplete p P ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS RING: Please Route S tructural Review Required ❑ No further Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: Documents/routing slip,doc 2-28-02 PERMIT COORD COPY DATE: DUE DATE: 11- 2 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions [( Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1p.. ., v ; :�' ; r • pACIFIC', AIR CONTROL INC : 1 1812 N` CREEK PKWY N, 104 BOTHELL WA 9 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS S 0 •SE ` xT Detach And Display Certificate I certify that this is exact copy of the original. 4 Signature: Notary Public: Sworn b7 r me this Z , \NAL.t sr 510 N \ 4/4'• • ♦ •i .1 o 6.4 O mou t Notary Pub is in and for the� ��cY�� of Washington, residing in My commission expires ' — (.1 ---(9(p 1n day of' 401,6 • , 2003 • z 1 re al J U. 00 N W = Id_ W g LL Q u) = W z F. r~ Z C' uj U � O 5 0 H. W .. O ~ z ti . PACKAGED GAS/ELEC AIR CONDITIONING - UNIT SCHEDULE UNIT NO. LOCATION MANUFACT. MODEL # COOUNG TOTAL,MBH NOM TONS GAS HEAT MBH Cal ESP FAN HP OSA OEM EER/ SEER ELECTRICAL WT NOTES INPUT OUTPUT /P , GP-1 ON ROOF TRANE YCC042F3MOB 42.0 3.5 80 64 1400 0.4 1/2 ECON 10.0 208/3 22 510 1.2,3,4 , , 0 I. EXIST. GAS NETER LOW WALL PANEL EXIST. LINE 1-1/2 (FIELD VERWY) -6— .1•01..... a ARF HEUSF 7 REFLECTED CEILING P AN SCALE: 1/4" = 1 -0 61c6• EXIST EXH DUCT TO ROOF ADD 4m0 NEW DUCT CONN TO EXIST. DROP AND EXH FAN (FAN PROVIDED BY OTHERS) FAPI, TYP-2 BY OTHERS) 22' PACKAGED ROOFTOP UNIT 2-#10X3/4" TEX SCREWS 2X2X2X16 GA GALV SEISMIC BRACES TYPICAL I PLACES 1-#10X1-1/2" TEX SCREWS FLASHING CANT STRIP (MOPPED IN) 4" PARAPET Rnnr T-BAR CEILING FLOOR 3/8X2" LAG SCREWS TYPICAL 8 PLACES TAX ACCOUNT NUMBER: 252304-9701-05 CURB INSTALLATION DETAIL NO SCALE LEGAL DESCRIPTION WOOD NAILER ROOF CURB REVISI NS‘""v" NO CHANGES g IL BE MADE TO SC.,-".CPE OF V. .< WITHOUT PP!Ol r CF TUKV;it..A BUILDING OiVIV:: 1. RE'ILSIONS WILL RECOM A NW PLAN aufvoltftit. NAY INCLUCE ADDITIONAL PLAN NEvIENV mat • SEISMIC BRACED • OPIMUNIMMIMINONNIMIIMMO ELEV&TION PLAN SCALE: 1/5 • l'-0 SEPARATE PERMIT REQUIRED FOR: 13 MECHANICAL g ELECTRICAL Fig PLUMBING El' GAS PIPING CITY OF TUKWILA f I. 4P2c0:3 IIVVitell, ill I f 44 ; WI" VICINITY MAP (1) THAT PORTION OF THE SE QUARTER OF THE SE QUARTER OF SECTION 26, AND THE SW QUARTER OF THE SW QUARTER OF SECTION 25. ALL IN TOWNSHIP 23N, RANGE 4E, W.M., IN KING COUNTY, WASHINGTON, SESCRIBED AS FOLLOWS: BEGINNING AT THE QUARTER CORNER COMMON TO SAID SECTION 25 & 26; THENCE SOUTH 02deg22'20' WEST 1319.75 FT TO THE CENTERLINE OF P-17 DRAINAGE CHANNEL, WHICH CHANNEL CONTINUES SOUTH 88deg12 EAST TO TERMINUS AT THE WESTERLY MARGIN OF CHRISTENSEN ROAD; THENCE 88cleg12 EAST TERMINUS AT THE WESTERLY MARGIN OF CHRISTENSEN ROAD; THENCE 88oleg12'32' WEST ALONG THE SAID P-17 DRAINAGE CHANNEL CENTERLIN 92.45 FT; THENCE SOUTH Oldeg47'28' WEST 21.00 FT TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH Oldeg47'28` WEST 453.35 FT TO A POINT OF CURVE; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 397.24 FT AND A CENTRAL ANGLE OF 25deg10'37' AND ARC DISTANCE OF 174.56 FT; THENCE SOUTH 26c1eg58`05' WEST 50.00 FT; THENCE SOUTH 88deg12 EAST 769.01 FT; THENCE NORTH Oldeg47'28' EAST 667.59 FT; THENCE NORTH 88deg12'32" WEST 710.00 FT TO THE TRUE POINT OF BEGINNING. _FILE COPY SUBJECT TO AND INCLUDING AN EASEMENT FOR UTILITIES OVER THE NORTH 15.00 FT. THEREOF, SUBJECT TO AND INCLUDING AN EASEMENT FOR RAILROAD PURPOSES OVER THE WESTERLY 27.00 FT THEREOF. CONTAINING 478,261.8 SQ FT MORE OR LESS. NOTES: 1. ELECTRICAL WIRING. DISCONNECT & MOTOR STARTER BY E.C. 2. CONTROL BY THERMOSTAT-HONEYWELL 17300 7-DAY PROGRAMMABLE WITH SET-BACK INSTALL & IMRED BY P.A.C.. 3. NEW UNIT WITH ROOF CURB, ECONOMIZER & MANUAL REUEF. 4. STRUCTURE REVIEW BY G.C. (PATTISON CONTRUCTION) I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. T diCtilLA APPRONIO NCA - 6 2003 •0 8'0 0'0 f — HANGER, TYP I 8'0 10'0 eITY O RE M ED OCT 2 4 2003 PERmir • 4. pacific air control, Inc. 11812 Northam* Parkway N., Buis 104 Bothall, WA 98011 ph: (206)6824393 fax: (206)340-2270 Contractor's Laws* No.: PACIFAC230P8 IIIXPIRES -14 —or, 11 le- -01 PROAECF Swam JT DRAIN • ON SCME AS NOTED MAW SW MAC PLAN 1MET NNW wmv.plicificaircontrolcom FE- DAW 10-9-03 PREUMNARY JT Air Conditioning Hosting Controls 8•les Stuvioti Installation "QUALITY ASSURED' Da ORMOND IS DIE SOLE PROPERTY OF PACIFIC MR CONIROL. RC. Allf REPRODUCTION. DUPUCADON, ADOITIONS MID/OR ISODIFICATIO116 REQUIRE DIE INIVrID1 APPROPIOL OF PACIFIC MR CONTROL. NC. CESIPIED SY Jr OEM Sr PINIECT Ma TO31012 M-1 avow 01111 MOM In 01W1011, NC of t10341 74'