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Permit 0498-M - EAGLE HARDWARE
0498-m 91-064 eagle hardware 101 andover park east . • • ,. : ... :., . . . .. .... .. ...:: %i::::;< fwOL�E . �: .. :. . . :. :. .:..6 .: .:coign IANCE '. '. : i.;' ::sii::::: \:'i;::.: ;':;; R:;;. i::: <:. : :.:: .;Y:: Y, : {::+::::.: < i ` :. ::: :.�:: +ii UMC EDITION (YEAR): 1988 FIR4 PROTECTION: l )Sprinklers ( )Detectors (x) N/A - ; • , : ,, I N • 1. . Ea • le Hardware CONDITIONS (other than 1 • : • • • : 1 ;• • - In • _ • • • a - • , • ; , • f New /Addition Modifications Re •air • Other: DESCRIPTION OF WORK: Install new mechanical equi moment. APPROVED FOR I - 1 . BUILDING l $- ISSUANCE BY: ' (. /1,,t ,$-!-; . OFFICIAL DATE: I/ - ,t: - `J WA. ST. CONTRACTOR'S LICENSE NO. CHAPMM141LK L . 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 o work. I am authorized to sign for and obtain this mechanical permit. SIGNATURE: \ c:-- _ LI C LA- ‘...- -17 ' DATE: "z - 3 / - PRINT NAME: 0 C:, _ 1 '>1t,11 =5 COMP ANY: 1�PA-A C1 , - i A {c1•4 rJ L. PROPERTY OWNER: SabPy Cnrpor irinn SITE ADDRESS: 101 Andover Pk E SUITE NO. - ; • , : ,, I N • 1. . Ea • le Hardware VALUE OF WORK: : I • • 0 • a - • , • ; , • f New /Addition Modifications Re •air • Other: DESCRIPTION OF WORK: Install new mechanical equi moment. P.O. Box 11149, Tacoma, WA IZIP: 98411 WA. ST. CONTRACTOR'S LICENSE NO. CHAPMM141LK PROPERTY OWNER: SabPy Cnrpor irinn PHONE: 251 -6171 ADDRESS; 210 Elliott Avenue West /1400, Seattle,„ WA IZIP: 98119 PHONE: 272 -4131 CONTRACTOR: Chapman Mechanical ADDRESS: P.O. Box 11149, Tacoma, WA IZIP: 98411 WA. ST. CONTRACTOR'S LICENSE NO. CHAPMM141LK EXPIRATION DATE: 5 -01 -91 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431-3670 ; T ul l Kl ' i� L" Q g S 'c S' 11 EWEN nnlin Plan Check No.: 91 -064 -M MECHANICAL PERMIT NO. DATE ISSUED: o cr MECHANCAL PERMIT (POST WITH PLANS IN A CONSPICUOUS LOCATION) AMOUNT .OTHER AGENCIES: Plumbing/Gas Piping - King County Health Department (296-4732) Electrical - Washington State Department of Labor and Industries (277 -7272) RECEIPT DATE • L :.:. `a. •. ! _. ' 1 • .1`• . 1.:! i !a. 1 !1 REQUIRED INSPECTIONS PHONE NO. 1 - Rough- in/Vents /Ducts 2 - Fire Final 3 - Planninq Final 4- 5 - Mechanical Final 431 -3870 575 -4407 431 -3680 DATE APPROVED DATE(S) INSPECTOR CORRECTION NOTICE ISSUED .............. . This permit shall become null and void if the work is not commenced within 180 days from the date 'o issuance, or if the worn: is suspended or abandoned rora period of 180 days roin me lase insp. PERMIT NO. ..... ..1 } }:•: t• <;.>: •::: .:� <:: •::.� CONTACTED .LJ o � BUILDING - initial review " l X12 lq . (ROUTED ) DATE READY DATE NOTIFIED �I _ . ll f BY: (Ink.) �Q .IJ PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTI BY: BY: ) ( SCREENING REQUIRED? (iv.. (1 No AMOUNT OWING REFERENCE FILE NOS.: I �� Ti . . ... t;•: r.::.:.: rr:...•>}} •.�.::; }•:- ..... ..1 } }:•: t• <;.>: •::: .:� <:: •::.� i;• }' '. .; } " ?... i .:.. ..:: ::.::.:.. ....... ..:...... r.•..:•....rnr: �::?:. } } ?C } .: } f.•v.•.; :;:? ..:r:.r:.�:. ?:•::r........,.:r. }�........... r.... . ?: BUILDING - initial review " l X12 lq . (ROUTED ) CONSULTANT: Date Sent - Hate Approved - O FIRE FFIE PROTECTION: ( ) Sprinklers ( ) Detectors (1 N/A FIRE DEPT. LETTER DATED: INSPECTOR: INIT: O PLANNING 4,, • ` :T T1V' I J'� • a • -? • as . SCREENING REQUIRED? (iv.. (1 No (NIT: REFERENCE FILE NOS.: O OTHER INIT: , BUILDING - final raviaw 4/Zz /q I R. 4 91 e. UMC EDITION (year): IqeB INIT: ' C MECHANICALCPERMIT APPLICATION TRACKING PROJECT NAME t-031 42 (k) a.r--Q_ SITE ADDRESS i O1 kn rlrMQ' Q< E SUITE NO. PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans 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 ". DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. REVIEW COMPLETED OW1710 SITE ADDRESS SUITE # ' : i n,�o 0 v plc F VALUE OF CONSTRUCTION - $ E o o o PROJECT NAME/TENANT arraMMIVEMENNIENI ".i TYPE OF WORK: 0 New /Addition 0 Modifications 0 Repair 0 Other: DESCRIBE WORK TO BE DONE: /'1 1-4At -mot LaL_ i`�� ><RIkT ..... ............... >Nt1M81» © U ITS;:<; > >< CONTRACTOR c_ 4_4 E - M ) ) , F's _A 'l --• O! (( L) - ""1 - 1---n M PHONE _ L4 l ZIPC1 `a'(1 BUILDING USE (office, warehouse, etc.) ADDRESS ..p-c) -B 1 1N. t L._ S/-` .L.� S' NATURE OF BUSINESS: t (4 FLO 1 (\ n I EXP. DATE CJ-'_. ( f Gt (Z6 ■ -) WILL THERE BE A CHANGE IN USE? 0 No Yes IF YES, EXPLAIN: L.) 1 0(,._W WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER -- ce 09 5A C ortf51 HONE OS 1 - & IT) arraMMIVEMENNIENI ".i ADDRESS 2.6 U - - t s, k - n - A-4c vv a (--I - b c a L A . ZIPc/ - 1 1 ct CONTRACTOR c_ 4_4 E - M ) ) , F's _A 'l --• O! (( L) - ""1 - 1---n M PHONE _ L4 l ZIPC1 `a'(1 I ADDRESS ..p-c) -B 1 WA. ST. CONTRACTOR'S LICENSE # c-o-n,{, /,.1 I EXP. DATE CJ-'_. ( f Gt DE= Ri " ON ':C ∎ITT s [:« DA = ASIC PERMI FEE;::: > arraMMIVEMENNIENI ".i THER: ..TOTAL . CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN NUMBER `7. � � �ILJ LI APPLICATION MUST BE FILLED OUT COMPLETELY MECHANrAL PERMIT APPLICATION Mechanical Fee Worksheet must also be filled out and attached to this application. FEES (for staff use only) BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON PHONE a -413 1 CiTY/zle_ -� ��,,� , , o ar► PHONE 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. A completed "Mechanical Permit Fee Worksheet" must accompany this permit application. 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 accented for plan review. 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. VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be tilled in by the applicant. This figure is used for budget reporting purposes only and not to calculate your fees. 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 304(d) of the Uniform Mechanical 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 at 431 -3670. OW18/90 ‘UBMITTAL CHE6KLIST MECHANICAL ,Completed mechanical permit application (one for each structure or tenant) El Two (2) sets of mechanical plans, which include: • Floor plan • System layout • Elevations (for roof mounted equipment) • Heat Loss Calculations ❑ Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) Note: Hood and duct systems require a building permit for the duct shaft. DESCRIPTION UNIT COST NO OF UNITS X TOTAL COST BASIC FEE 15.00 SUPPLEMENT PERMIT FEE $4.50 1 Installation or relocation of each forced -air gravity -type furnace or burner, including ducts and vents attached to such appliance, up to and including 100,000 Btu/h. $9.00 X 2 Installation or relocation of each forced -air or gravity -type furnace or burner, including ducts and vents attached to such appliance over 100,000 Btu /h. $11.00 X 3 Installation or relocation of each floor furnace, including vent. $9.00 X 4 Installation or relocation of each suspended heater, recessed wall heater or floor- mounted unit heater. $9.00 e. X i< .00 t3 Installation, relocation or replacement of each appliance vent installed and not included in an appliance permit. $4.50 6 Repair of, alteration of, or addition to each heating appliance, refrigeration unit, cooling unit, absorption unit, or each heating, cooling, absorption, or evaporative cooling system, including installation of controls regulated by this code. $9.00 X 7 installation or relocation of each boiler or compressor to and including three horsepower, or each absorption system to and including 100,000 Btu /h. $9.00 8 Installation or relocation of each boiler or compressor over three horsepower to and including 15 horsepower, or each absorption system over 100,000 Btu /h and including 500,000 Btu /h. $16.50 X 8 installation or relocation of each boiler or compressor over 15 horsepower to and including 30 horsepower, or each absorption system over 500,000 Btu /h to and including 1,750,000 Btu/h. $22.50 X 10 Installation or relocation of each boiler or compressor over 30 horsepower to and including 50 horsepower, or for each absorption system over 1,000,000 Btu /h to and including 1,750,000 Btu /h. $33.50 X 11 Installation or relocation of each boiler or refrigeration compressor over 50 horsepower, or each absorption system over 1,750,000 Btu /h. $56.00 X 12 Each air - handling unit to and including 10,000 cubic feet per minute, including ducts attached thereto. (NOTE: This fee shall not apply to an air - handling unit which is a portion of a factory- assembled appliance, cooling unit, evaporative cooler or absorption unit for which a permit is required elsewhere in this code.) $6.50 X , po 13 Each air - handling unit over 10,000 cfm. $11.00 X 14 Each evaporative cooler other than a portable type. $6.50 X 15 Each ventilation fan connected to a single duct. $4.50 4 x , ,- '. p 16 Each ventilation system which is not a portion of any heating or air - conditioning system authorized by a permit. $6.50 X 17 installation of each hood which is served by mechanical exhaust, including the ducts for such hood. $6.50 X 18 Installation or relocation of each commercial or industrial -type incinerator. $11.00 X 18 Installation or relocation of each commercial or industrial -type incinerator. $45.00 X 20 Each appliance or piece of equipment regulated by the code but not classed in other appliance categories, or for which no other fee is listed in this code. $6.50 X ow1w90 SUBTOTAL 143.0b PLAN CHECK FEE suubttottaq & t GRAND TOTAL $ 1 5 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 THIS WORKSHEET MUST ACCOMPANY YOUR MECHANICAL PERMIT APPLICATION. MECHAHI(:AL PERMIT FEE WORKSHEET pumte v e r or un n each [aH. staff will calcul thy;flea.. CITY OF TUKWILA DRDIN i;GM SO(iTIICha \ Ii01 ;LEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91- 064 -M: Eagle Hardware 101 Andover Pk E C ! # (20(;) 433.18(#1 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART T3E APPROVED PLANS UNDER TUKWILA MECHANICAL PERMIT NUMBER _Q g 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). Electrical connections of equipment shall comply with U.M.C. Section 509. 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5. Structural modifications to roof for support of R.T.U.'s shall be completed in accordance with proposed work under Permit Number 6348. 6. All mechanical systems under this permit shall remain accessible and exposed for inspection purposes, until approved by Tukwila Building Division. 7. Readily accessible access to roof mounted equipment is required. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), and Washington State Energy Code (1990 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 this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Cary I.. IanIbsen, Alayor PROJECT: 1 GL- Z dm) ' /C c . PERMIT NO. rjlij -- in i DATE CALLED: 7 Z9- q/ J SITE ADDRESS: 0 I /_ / t i TYPE OF INSPECTION: 11, DATE WANTED: a e7— " • A m SPECIAL INSTRUCTIONS: REQUESTER: r ; \ 4 • , 0 / / PHONE NO.: 143 —5e-/-7d INSPECTION RESULTS /COMMENTS: _ I 1 INSPECTOR: DATE: -.4, S. 1.41,141,01.41.0•K : x X�aip'rt l. F ?.v. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 4 1 -3670 Atd,„ INSPECTION 'RECORD 6300 Southcentec 8oQylA.v d � ; #100 TuJcy il V slfin'gtont;9Q188 PROJECT: , .. 1 4.14 ,r Or , .4 (Itom. SITE ADDRESS: . ( (\ cV 1 • P P PERMIT NO. • —' r DATE CALLED: TYPE OF INSPECTION: `'AV 1 DATE WANTED: -5-f/ SPECIAL INSTRUCTIONS REQUESTER: PHONE NO.: /7 L/ INSPECTION RESULTS /COMMENTS: dk INSPECTOR: DATE: .. S _ 1i 1 5�. X11. 11f.' l] t(.', Y' Y7dt^' fA! m.!• am .r r,n.1* .nr:.x: irnanirns lde, n:s J + 411 S INSPECTION RECORD CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 � 6300 Southcenter Boulevard -- #100 Tukwila Washington 98188 Permit No. h / " Date j.-d A fl V CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433.1845 Job Address /d( EC CORRECTION NOTICE The following items are found to be in violation of Ordinance u-'" and shall be corrected. P<-4- Qr./ ` o-ts" f'-a( /, J SP -t4 iJ Signed Building Otflaial /Inspector.: PROJECT: e C e 74 7)ct- PERMIT NO. 0+ 63 M • t ('T�o SITE ADDRESS: ID ( }�- vex_ PIpK -� G. < DATE CALLED: 7' DAT CA ED : TYPE OF INSPECTION: .M e'Cf/t?Af( C,-c DATE WANTED: Sig 1011 D.M. SPECIAL INSTRUCTIONS: REQUESTER: 77&4 PHONE NO.: 2- 4? -- ,5` 7 7 O ` , INSPECTION RESULTS /COMMENTS: ? ii� _w _ ,.••• ..- ter.. Air _ ' s . - / INSPECTOR: 4! /.c„ _' -..- . _ DATE: L --,, CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 43 1-3670 INSPECTION RECORD 0,6 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Packaged Gas/ Electric Rooftop Units 3 Through 20 Tons VC-D-7 July 1990 RECEIVED CITY OP ?I IKVVILA APR 0 5 1JiJi PERMIT CENTER • Table 16 -1 General Data General Data `s/ 171 Ton Downflow Units 17 Ton Horizontal Units YCD210A3,A4,AWL YCD210A3,A4,AWH YCH210A3,A4,AWL YCH210A3,A4AWH Cooling Performance' Gross Cooling Capacity 210,000 210,000 EER 8.6 8.6 Nominal Cfm' 7000 7000 ARI Net Cooling Capacity 198,000 198,000 Integrated Part Load Values 8.70 8.70 System Power (Kw) 23.02 23.02 Heating Performance' Low Heat High Heat Low Heat High Heat Models Models Models Models Heating Input (Btuh) 175,000 250,000 175,000 250,000 2nd Stage 260,000 350,000 250,000 350,000 Heating Output (Btuh) 143,000 200,000 143,000 203,000 2nd Stage 199,000 276,000 202,000 278,000 Steady State 81,4 80.5 82.4 81.0 No. Burners 1 1 No. Stages 2 2 Gas Connection Pipe Size (in.) .50 .76 .60 .75 Compressor No /Type Sound Rating (BELS) Outdoor Coil • Type Tube Size (in.) OD Face Area (sq. ft.) Rows /FPI 2/Trane H 2/Trane H 9 4 9.4 Plate Fin Plate Fin .375 .375 3000 30.00 2/16 2/16 Indoor Coil • Type Plate Fin Plate Fin Tube Size lin.) .375 .375 Face Area (sq. ft.) 21.00 21.00 Rows /FPI 2/15 2/16 Refrigerant Control Capillary Tube Capillary Tube Drain Connection No /Size (in.)* 2/1.00 NPT 2/1.00 NPT Outdoor Fan • Type Propeller Propeller No. Used /Diameter (in.) OD 2/26 2/26 Drive Type /No. Speeds Direct /1 Direct /1 Cfm' 13500 13500 No. Motors /Hp 2/1.0 2/1.0 Motor Rpm 1140 1140 Indoor Fan • Type FC Centrifugal FC Centrifugal No. Used /Diameter (in.) 1/18 X 18 1/18 X 18 Drive Type /No. Speeds Belt/Variable Pitch Beh/Variable Pitch No. Motors 1 1 Motor Hp (Standard /Oversized) 6.0/7.5 5.0/7.5 Motor Rpm (Standard /Oversized) 1745/3470 1745/3470 Motor Frame Size (Standard Oversized) 1847/184T 1847/184T Filters - Type /Furnished Throwaway/Yes Throwaway/Yes (No.) Size Recommended (4) 20 X 20 X 2.(4)20x 25 x 2 (8)20 X 25 X 2 Refrigerant Charge (Lbs of R•22N 13.7 /Circuit 13.7 /Circuit NOTES 1. Rated in accordance with ARI Standard 360, .195W ambient, 60°F entering dry bulb. 67°F entering wet bulb and nominal Cfm fisted Gross capacity does not include the effect of fan motor hest. ARI capacity is net and includes the effect of fan motor heat ARI rating clm is 350 cfm /ion for this product. Cfm operating range. ! 20% of nominal cfm 2. Limn settings and rating data were ectabf h.d and approved under laboratory test conditions using American National Standards Institute standard ANSI221.47. Ratings shown we for elevations up to 2000 feet. For elevations above 2000 feet, ratings should be reduced at the rats of 4% for each 1000 feet above sea level 3. Standard sir•dry coil outdoor. 4. Approximate value. For more precise value, see unit nameplate and etrvica instructions 6. I.P.L V. • Integrated pan Load Value is based on ARI Standard 360. Units we rated at 60° ambient and 80°/67° at ARI rated dm. 6. Two drain connections are available on both horizontal end downflow units The drain on the back side of this unit comes plugged. Contractor has option of using either drain or both drains 15 Allow (F) Man SHC M8h SHC Mon SHC MBh SHC M8h SHC MBh SHC Meh SHC MBh SHC MBh SHC MBh SHC MBh SHC Men SHC 75 1903 158.0 214.2 117.6 2269 785 184.5 163.5 206.9 113.8 221.9 75.5 169.2 144.7 194.6 107.2 212.4 71.0 149.3 135.0 177.3 1000 198.5 67.2 6300 80 196.3 189.0 214.2 1490 226.9 111.8 184.5 181.4 206.9 146.1 221.9 109.1 169.2 168.5 194.6 141.0 212.4 104.6 151,7 151.7 177.3 1359 1905 100.8 85 196.5 196.5 214.2 180.8 226.9 148.0 190.9 1909 208.9 178.9 221.9 1470 180.3 180.3 194.6 174.7 212.4 141.8 182.9 162.9 177.3 170.1 1985 137.8 90 2039 203.9 214.2 208.9 226.9 171.7 2006 200.8 206.9 204.0 221.9 170.3 183.6 183.8 194.6 194.0 212.4 165,1 174.6 174,6 1766 1786 1985 161.3 75 198.2 1851 217.4 122.8 2304 82.0 187.3 1604 2100 118.9 223 78.8 171.8 161.2 197.5 112.0 2167 74.2 151.6 141.1 180.0 1064 201.6 70.2 6000 8 196.2 (97.6p 254.9 1657 2304 1166 189.6 189.6 210.0 162.7 225.3 114.0 176.1 178.1 197.6 147.4 215.7 109.3 1585 168.5 1800 1420 201.6 1064 85 206.4 206.4 217.4 1889 230.4 155.7 1995 1995 2100 106.9 225.3 153.6 188.4 188.4 197.5 1826 215.7 148.2 170.2 1702 1800 177.8 201.8 144.0 90 213.1 2131 218.3 2182 2304 179.5 2096 209.6 213.2 213.2 225.3 1780 191.8 191,8 2027 202.7 216.7 172.6 182.3 182.3 1867 1867 201.6 188.5 75 201.0 170.9 220.5 127.1 233.6 84.9 1900 186 0 2130 123 0 2284 81.6 174.2 1505 2003 115.9 2187 76.8 153.7 146.0 182.5 1091 2044 72.7 7700 80 204.4 204.4 2206 161.1 233.6 120.6 196.2 196.2 213.0 158.0 2284 1180 1822 182.2 200.3 152.5 2187 113.2 164.1 164.1 1825 1469 2044 109.0 85 212.6 212.6 220.6 1966 2336 181.2 206.6 2068 2130 193.5 2284 1690 1950 196.0 200.3 1809 2107 153.4 176.2 178.2 1840 1840 2044 1491 90 2206 220.6 226.9 2259 2336 1857 217.0 2170 2206 220.6 2284 1842 198.8 19016 209.8 2098 2187 1786 188.7 188 7 193.2 193.2 2044 1744 76 204.0 1793 223.7 1334 2370 59.1 192.8 174.2 216.1 129.1 231.8 85.6 1768 164.2 203.3 121.6 221.9 80.6 156.0 153.2 185.2 1146 2074 763 8400 90 2144 2144 223.7 1691 237.0 126.6 206.9 2069 2161 165.8 231.8 1236 191.2 191.2 203.3 160.0 221.9 1187 172.2 172.2 185.2 164.2 2074 1144 85 2210 2230 2237 2052 2370 1691 2167 2107 2161 2030 2318 166.8 2047 204.7 2033 1962 221.9 1609 184.8 184.8 1931 1931 2074 1664 90 231.4 231.4 237.1 2371 2370 1949 2277 227.7 231.5 231.5 231.8 193.3 2083 2083 220.1 220.1 221.9 187.4 198 0 1980 202.7 2027 2074 183.0 Airflow (F) MBh SHC MBh SHC MBn SHC MBh SHC M8h SHC M9h SHC MBh SHC MBh SHC MBh SHC MBh SHC M8h SHC Man SHC 75 2284 1 84.9 251.1 137.8 265.2 91.7 217.0 1804 2423 1332 260.3 885 2032 1737 2305 127.0 263.3 84.7 187.1 1866 2157 1208 2442 814 7200 80 2284 221.0 251.1 1747 2652 1304 2170 2133 242.3 171.2 260.3 1280 203.2 202.3 230.5 167.1 253.3 12411 1901 1901 2107 162.7 2442 1221 85 2299 229.9 251.1 2120 2652 1742 2245 2245 242.3 209.5 260.3 1725 216.6 2166 230.5 2089 253.3 169.1 2041 204.1 2157 2037 2442 186.9 90 2386 238 6 251.1 244.9 265.2 2C07 2359 236.9 242.3 2390 260.3 1998 220.5 220.6 2305 228.8 253.3 196.9 2186 2166 217.3 217.3 2442 1963 75 2310 193.2 254.9 144.0 289.3 969 220.3 188.5 248.0 139.2 2642 925 208.3 1615 234.0 132.7 257.1 815 189.9 174.1 2189 1262 247.9 851 6000 BO 231.9 231.0 254.9 182.5 269.3 1362 222.9 222.9 2480 178.8 2642 1337 211.4 2114 2340 174.6 257.1 130.4 198.7 198.7 2189 1700 2479 1276 85 2402 240.2 254.9 221.5 2693 182.0 2346 2346 248.0 2189 264.2 1802 2263 226.3 234.0 216.2 257.1 1767 2133 213.3 2189 2129 2479 1744 90 249.3 249.3 2559 2559 269.3 2098 2480 248 5 2497 2497 2642 2088 230.4 2304 240.1 2401 257.1 2067 2285 228.5 227.0 227.0 247.9 204.1 76 2301 199.9 2586 1491 2710 902 2234 1961 2494 144.1 287.9 957 2092 187.9 237.3 137,3 260.7 910 192.6 180.2 2220 1306 2514 660 8800 90 2300 2390 2585 1889 273.0 141.0 2307 2307 2494 1851 267.9 1384 2108 2168 237.3 1807 260.7 134.8 206 6 2056 222.0 1760 2514 1321 85 248.6 2446 2585 2293 2730 1884 242.8 2428 249.4 2266 267.9 1865 234.2 234.2 237.3 223.8 260.7 182.6 2207 2207 2220 2203 2514 1105 90 2680 268.0 264.9 2649 2710 217.1 255.1 2651 2584 2684 267.9 2161 2384 2784 248.5 2485 280.7 2129 2366 236.5 2350 2350 2614 211.2 76 2386 209.8 262.3 1564 277.1 1041 2267 204.8 253.1 161.2 271.9 1004 212.3 197.1 2408 144.1 264.6 981 195.4 189.0 2253 137.1 2551 924 IWO 80 250.8 250.8 262.3 198.2 277.1 148.0 242.1 242.1 263.1 194.2 271.9 145.2 2296 229.6 240.8 189.6 264.6 141.5 215.7 2157 225.3 1 84.6 2551 139.6 85 260.9 260.9 282.3 2406 277.1 197.7 2549 254.8 253.1 237.8 271.9 1907 245.8 245.8 2408 234.8 2648 191.1 231.8 231.6 231.2 2312 2551 1894 90 2707 270.7 277.9 277.9 277.1 227.8 267.7 267.7 271.2 271.2 271.9 2287 260.2 260.2 260.7 260.7 2646 223.4 248.1 248.1 2466 2466 2551 221.7 • Chit Enter. Ory 61 Performance Data Table 25 -1 Gross Cooling Capacities (MBh) 17% Ton Three Phase YC•210A3,A4,AW 95 95 25 Ambient Tarrtpwatura (F) Entering Wet Bu/b(F) 61 87 73 81 indicates both downhow and horizontal modals NOTES. 1. All capacities shown are gross and have not considered Indoor tan heat To obtain net cooling subtract indoor fart heat. 2, MBh = Total Gross Capacity 3. SHC = Sensible Heat Capacity Table 25.2 Gross Cooling Capacities (MBh) 20 Ton Three Phase YC•240A3,A4,AW Ambient Temperature (F) Entering Wet Bub IN 67 73 61 67 73 61 *Indicates both down) low and horizontal models NOTES: 1, All capacities shown we woes end have not considered indoor fan hut. To obtain net cooling subtract Indoor fan Mat. 2. MBh • Total Gross Capacity 3. SHC • Sensible Hest Capacity 106 87 105 67 73 73 61 61 115 67 115 67 73 73 Performance Data Table 32 -1 Gas Fired Heating Capacities Tons Unit Model No. Heating Input MBh 3 YC0036A -L 80 YCD038A -H 120 81/2 to 12 • 15 --►► YCO210A•L' 1714 AkYCO210A -H' YCH210A -L' YCH210A -H` 176/260 250/350 175/250 250/350 Air Temperature Heating Output MBh Rise Range 83 90 50-80 60.90 YC•048A•L 90 71 35.86 YCD048A -H 120 90 45.75 YCH048A -H 120 89 45.75 YC.080A -L 90 71 35.85 5 YC0080A -14 135 102 50-80 YCH080A -H 135 101 50.80 8'4 YC•075A -L 120 97 25 -55 YC.075A -H' 150/206 120/183 60.90 71/2 YC.090A -L/B -L 120 97 25.55 YC.090A- H /8 -1-4' • 160/206 120/183 50.80 YCD102A -L' 100/150 81/121 20.60 YCD102A -H' 175/250 143/201 45-75 YCH102A•1.' 100/150 79/118 20-50 YCH102A -H' 175/250 140/198 45.75 YCD120A -L' 100/150 81/121 20-50 YCD120A -H' 176/250 143/201 45.75 YCH120A -L' 100/150 79/118 20-50 YCH120A -H' 175/250 140/198 45-75 YCD150A -L' 100/150 79/119 10-40 YC0150A -14' 175/250 143/201 25-55 YCH150A -L' 100/150 79/118 10-40 YCH150A -H' 175/250 142/198 25-55 YCD180A -1.' 175/250 143/201 25.65 YCD180A -H' 250/350 202/279 35.85 YCH180A•L' 175/250 142/198 25-55 YCH180A -H' 250/350 200/275 35.85 143 200 15-45 200/30 36.86 143/202 15.45 203/278 35 -86 YCD240A•1.' 175/250 143/199 15.45 20 YCO240A -H' 300/400 247/317 25-55 YCH240A -L' 175/250 143/202 16.46 YCH240A -H' 300 /400 244/317 25.56 'Indicate* both downeow and ho Snot mod.i NOTES; 1. Two page heating capacity. First Stage /Second Stage. Table 56 -1 Accessory Net Weights (Lbs.) C Weights Motorized Manual Herd LPG Unit Ecatomizer OAa 0A Roof Oversize Start Conversion All Power High Tons Model No. NeN Ship Damper Damper Curb Motor Kit Kit T /Stats Exhaust Static Drive 3.5 YC0036 -060 40 80 N/A 32 80 20 5 5 1 N/A N/A 8 YC0075-090 40 80 N/A 32 82 65 N/A 5 1 N/A N/A 81/2-10 YCD102,120 40 110 35 32 146 60 N/A 5 1 80 2 -N /A 121/2.15 YC0150,180 65 176 60 32 170 76 N/A 5 1 80 2 -N /A 17 YCD210.240 80 215 76 32 260 90 N/A 5 1 80 2 -N /A 4-5 YCH048.06o 40 80 N/A 32 N/A 20 5 5 1 N/A N/A 6 YCH075.090 40 80 N/A 32 N/A 65 N/A 5 1 N/A N/A 81/2-10 YCH102.120 35 110 30 32 N/A 60 N/A 5 1 N/A 2 -N /A 121/2-15 YCH160.180 50 160 46 32 N/A 75 N/A 5 1 N/A 2 -N /A 171/2.20 ' YCH210.240 66 166 60 32 N/A 90 N/A 5 1 N/A 2 -N /A NOTES: 1. Used on 1 phase only. 2. Net weight should be added to unit weight when ordering lector/ installed economizer. 3. OA Outside Ai. 4, YC.102.240 factory installed options for economizers, multiply net capacity a .99, EER a .97. For oversw motors. multiply net capacity a .98. EER a .93. This is provided In compliance with AR/ certification program. Table 66 -1 (Continued) Accessory Net Weights (Lbs.) Unit Model No. BAYQAC8001A BAYQACB002A BAYQACB003A BAYQAC8004A BAYQAC8008A 8AYQACB007A Quick Adapt Curb 236 225 285 276 286 385 A CENTER OF GRAVITY WIDTH D CENTER OF GRAVITY Unit Model No. E F 0 H .1 K L 81/2 & 10 YC0102.120 22.7/16 17.11/16 5413/16 47.3/16 14.1/2 4.1/4 4 -1/4 12V, 115 YCD160.180 26.7/16 18.11/16 62.7/16 61.11/16 22.1/2 4.1/4 4.1/4 17H &20 YCO210.240 28.7/16 1916/16 76.5/16 66.11/16 26.3/4 4.1/4 4-1/4 Weights Table 57 -1 Unh Weights, Corner Weights And Center Of Gravity Dimensions Unit Size (Tons) Shipping Net Corner Weights (lbs.)' Center of Gravity (in.) (Ibs.) Max. (ibs.) Max. A B C D Length Width 3 790 588 187 143 117 163 38 21 4 813 594 190 145 118 155 36 21 6 833 617 196 149 121 159 38 21 6'A 944 718 220 170 147 190 38 23 7% Single Compressor 952 798 226 175 151 195 38 23 7% Dual Compressor 986 798 274 195 137 193 36 21 8% 1340 1140 382 309 201 248 42 26 10 1385 1185 398 321 208 258 42 26 12'% 1895 1445 498 359 248 342 45 29 15 1745 1495 512 372 257 354 45 29 17'% 2145 1845 614 471 330 430 53 35 20 2270 1 1970 656 603 352 459 53 35 NOTES! 1. Corner weights are given for Information only. Unit Is to be supported continuously by ► curb or equivalent frame support. 2. For corner weighty unit location soy diagram. i SPACE SOURCE AREA U LT M.B TOTAL CEILING /ROOF 61156;1 .OS E; Y^ 2. % 0 Co O FLOOR -- GLASS - SINGLE 7620 1$ I H 313 di SGs GLASS - I NSULA � WALL q gO ,( ' c, - 1.13851 25 ci 4-o i 09 `t Ci 1 01 592 INFILTRATION IOcDQC7 I 4k( '49 (44300 DOOR 7'Z0 1.04- e.1 Co 34 4 1 . 45 SKYLIGHT l (0Cc,4 e 460. 5 51, i CEILING /ROOF FLOOR GLASS - SINGLE GLASS -INSULA WALL INFILTRATION DOOR SKYLIGHT , CEILING /ROOF FLOOR GLASS - SINGLE GLASS -INSULA WALL INFILTRATION DOOR SKYLIGHT COMPUTATIONS c►TV OPTIIR , .L.A HEAT LOSS APR 0 1991 SHEET I OF PERMIT CENTER ' PROJECT NAME : EAGLE. HAKO \VA(ZE•. NO.' BLDG:SALE.E FLOOR' MAII4 COMP • BY: 14741- t DATE: 1 r/tS /'Tc CHECKED BY: DATE: INSIDE TEMP = -70 OUTSIDE TEMP = 2.1 41T 4(,c .---} SOLAR RADIATION 1 TRANSMISSION 1 OR H SOURCE AREA X CLTDC .X r2 U. . 5 BTU S44 40 TOTALS ... • $BoG i I eA©S Roe F 0 1 t5(o"r 11 WALL. 340 b 6 .0q 3010 E W4mac, 59$1( Z ,0q t 1 '1S T 5 wAL(., 65 1 Z .o a( 140 w WALL 4 11 Sc2 3 .09 7.1.53 OPAP i . Uar)rz IGil Z2 1'04' I.o4 cf i.S9 6 58 9 Ji ocoR� 528 IZ X CLTDC X U. BTU I GLASS ' GLASS OR SOURCE AREA H 'Ski' LITE- I(0C 4 I2 . l 13918 N SIN4Lt % c, •L. III 414 E iiiN4(,E. '53G 2 I.I T3q C. I N S L ©8 L} z ,10 1 t t'S2 is SIN4L1! zZ`t 2% I . I 49 5 INSt.. ci y O (2.3 OR SOURCE AREA X SC X SHGX CLF 18Z 406 N SKY WTE 1(.44 .3V 224 .I °,4.'449 4558 14.6(10 g .94S1 14040 N 4.IN•t Zoo 41 .81 37 Z14 .74. .21 E sI N4l.t 'SSG E tact, 684 . sit 2P i • .9 Stm4LIs 2Z4 .21 I to .53 5 t Ns V 9L AN 1 .5'5 6,0 11 (LATENT I INTERNAL PEOPLE NO. £o BTUH 315 CLF .$ 7 S `iso (04 g iC O 81 ZSb LIGHTS MOTORS WATT.120Dd HP 40 oq° 2544 EFF --- l o i ?4,p ' INF I LT RAT I ON CFM Io coo I .08 AT IF 54000 LL 44t coup to aco 3.41 . 4 454610 PEOPLE NO . q5042 BTUH 325' CLF .5 ENI IL 450 COMPUTATIONS AIR CONDITIONING COOLING LOAD PROJECT NAME: £AC1LE. 44 1 NO.: BLDG: FLOOR: MAI 4 COMP. BY DATE 11213/9 CHECKED BY: DATE OUTSIDE INSIDE CLTDC: OR: CLF: DBT 8'1; WBT F 'F F ' F TIME 1 _HOURS COOLING LOAD TEMPERATURE DIFFERENCE CORRECTED ORIENTATION SC: SHADE COEFFICIENT COOLING LOAD FACTOR SHG: SOLAR HEAT GAIN SHEET ` OF �, o(oa7, (,11 al TO 14 gg CONDUCTION 1 L � TBL. 7 WALLS CLTD+ TBL. 9 CLTD + CF = \ CLTDC h-1 11.. 0 -12 0 E 3• 1 -1-2. 12 5 20 4 -12. 12 \V 14 l -(2. 3 TB- 5 ROOF H '24 o -12. t2 TB.. 10 GLASS 14 - -t2 2 A BASED ON 1985 ASHRA( DOOLI , G DATA HANDBOOK CHAPT. 26 & 27 & ASHRAE REGIONAL CLIMATIC DATA NW N NE CALC. BY ' DATE 11/ 9v WTI wALL PROJECT E.A -E• HAI2.1;" rc+� LOCATION 7- t- 31 ‘‘./ 1 LA LATITUDE 47r TIME %Soo HR4 WALL GROUP D ROOF NO I3 E TEMP. INDOOR T 78 TEMP. OUTDOOR T o DAILY RANGE DR 20 AVERAGE TEMP. OUTDOOR = AT AT = T - D R = 83 =" 2.0 - 73 2 SW BLDG. OU1uNE S SE TBL. 15, 16, 17, 24 LIGHTING & EQUIPMENT HEAT GAIN I wAT T /scat r-r 4. (78 ° - T ) + (AT0 -- 85 = CF ( ° - is ) + (73 - 85 ° ) OUTSIDE AIR MIN. CFM / OCC = '2.0 #OCC. THIS PROJECT = L Sp© TOTAL 0A CFN = % C7 000 CHPT. 26 TBL. 18 & 19 OCCUPANT HEAT GAIN SENSIBLE 31 C LATENT 325 COOLING LOAD FACTOR • c-� CHPT. 27 TBL 13 WINDOW OR SKYLITE u w . .� u5 .5 OR MFG. DATA CHPT. 27 TBL 29 & 42 GLASS SHADING COEFFICIENTS VERTICAL SC SKYLITE SC a. • �� OR MFG DATA AUTOCAD 4 -17 -90 Mlm II LL'COOJN;,.GM;, L � TBL. 11 GLASS SHG TBL. 13 GLASS CLF N 3I .1(0 lC e 214 .29 5 1410 .5 H 244 .GG BASED ON 1985 ASHRA( DOOLI , G DATA HANDBOOK CHAPT. 26 & 27 & ASHRAE REGIONAL CLIMATIC DATA NW N NE CALC. BY ' DATE 11/ 9v WTI wALL PROJECT E.A -E• HAI2.1;" rc+� LOCATION 7- t- 31 ‘‘./ 1 LA LATITUDE 47r TIME %Soo HR4 WALL GROUP D ROOF NO I3 E TEMP. INDOOR T 78 TEMP. OUTDOOR T o DAILY RANGE DR 20 AVERAGE TEMP. OUTDOOR = AT AT = T - D R = 83 =" 2.0 - 73 2 SW BLDG. OU1uNE S SE TBL. 15, 16, 17, 24 LIGHTING & EQUIPMENT HEAT GAIN I wAT T /scat r-r 4. (78 ° - T ) + (AT0 -- 85 = CF ( ° - is ) + (73 - 85 ° ) OUTSIDE AIR MIN. CFM / OCC = '2.0 #OCC. THIS PROJECT = L Sp© TOTAL 0A CFN = % C7 000 CHPT. 26 TBL. 18 & 19 OCCUPANT HEAT GAIN SENSIBLE 31 C LATENT 325 COOLING LOAD FACTOR • c-� CHPT. 27 TBL 13 WINDOW OR SKYLITE u w . .� u5 .5 OR MFG. DATA CHPT. 27 TBL 29 & 42 GLASS SHADING COEFFICIENTS VERTICAL SC SKYLITE SC a. • �� OR MFG DATA AUTOCAD 4 -17 -90 Mlm II LL'COOJN;,.GM;, PROJECT' EAGLE. N A t . LOCATION. ELEMENT. \VA L L- ELEMENT BREAKDOWN: SKETCH OF ELEMENT: LAYERS: 1 OUTSIDE AIR FILM 7. B. INSIDE AIR FILM FRAMING RATIO: 2X@16'OCs.10 2XQ24 4X@32'OC =.10 4X @ 48'0C = A6 111410,11Z41/11C WT C SOLID RATIO CAVITY RATIO R SOUD VALUE 5,? THICKNESS R / INCH R CAVITY VALUE q 4 . 12,80 s= u .� MIN GE) 0G8 SUMMATION OF R VALUES: 517 1 1 use us.oq FOR. ALL \VALL PROJECT: E A ci LE. 1-IA Kt) wA (.E_ LOCATION. ' 4 01 TU K% &ILA 'PAfZK.IL/A'y ELEMENT' 00 F ELEMENT BREAKDOWN: CAR_ Dfi.GI..gI 4117 I t45 t. • ON++oP/ Nql ‘ra SKETCH OF ELEMENT: LAYERS: • f 2. ( PLY M F_M (a)RANY. 3 IN 01 1 ► Re- k 11400 4. Woo 'Z•bZ 1, t Sobb 1. OUTSIDE AIR FILM 5. 6. 7 . 6. INSIDE AIR FILM FRAMING RATIO: 2X@16'OC =.10 2X @ 24'OC = .06 4X@32'0C =.10 4X @ 48 = .06 14so CWPIMPFUNIZSMENT THICKNESS R / INCH R-SOUD SOLID RATIO CAVITY RATIO R SOLID VALUE + R CAVITY VALUE lor Um. e Col SUMMATION OF R VALUES: 12 . 2•116 Or,o44 USE U2.05 R ALL Roof 5`2 . • . . PROJECT: A : 'Q W$ t' LOCATION: 'TU WI L A ELEMENT. SKI Lt TE- ELEMENT BREAKDOWN: 7 IP AS+L C 'Dot. (! LAS., Dottie_ SKETCH OF ELEMENT: LAYERS: 1 OUTSIDE ♦IR FILM 2. 3 4. - 3 - 5. 6. I. INSIDE AIR FILM FRAMING RATIO: 2XCO 16'0Cs.10 2X @ 24'OC s .06 4XQ320C 4X @411'OCs.06 �c ■• C•101101111,1M10.1111INT 122 t S.k'v1. t PU2..E.LIT . DOSTRI E4 SANTA ANA ) CAL{roR.NIA _U VALUE. •nM 5W fr.#z.re-, _Gea1-o61 THICKNESS R / INCH R -SOLID R -CAVITY SUMMATION OF R VALUES: SOLID RATIO CAVITY RATIO ---- -- — U s.. R SOLID VALUE R CAVITY VALUE ULrrE_ e7 ■ PROJECT: EAGLE -. LOCATION. TO u- ELEMENT' G.L-A ELEMENT BREAKDOWN: / 'rJouriLE. pLA -- �., //S.Loitn Fiz.a►.�►t. SKETCH OF ELEMENT: LAYERS: 1 OUTSIDE AIR FIl PA 2. 3 4. 5. 6. 7. , 6. "(SIDF AIR FILM FRAMING RATIO: 2X@16 2X 24•OC ea .06 4X @32 ■.10 4X @ 46'0C s .06 K sa c+.P.wr Seto. T of; Le_ -PCP -04E.40.44„. r3RA4i THICKNESS R / INCH R -SOUD R- CAVITY SUMMATION OF R VALUES: BOUD RATIO CAVITY RATIO s LI ors. R SOUD VALUE R CAVITY VALUE 6.4 • • • . PROJECT: "A 14 Le. F J'A U.) A A.S. LOCATION: 4 c' I Tu K W I L A w A ELEMENT: 'RC) LL U P t oc ELEMENT BREAKDOWN: I E. E. L. / SKETCH OF ELEMENT: LAYERS: 7. 8. INSIDE AIR FILM FRAMING RATIO: 2X@16'CIC 2X @ 24'OC a .06 4X 32'OCa.10 4X@48'OCa.06 C 1 OUTSIDE AIR FILM 2. 3. 4. 5. 6. U— Lc4 THICKNESS R / SUMMATION OF R VAUUES: SOUD RATIO CAVITY RATI R SOUD VALUE R CAVITY VALU R -SOUD R- CAVITY PLAk REVIEW COMMENTS Plan Check No.: 9 (- ocoetEl. Project: -6C4 LE R t ij - M MCA4. REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296-4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agennc (277- 72721. MI.MTIZteAt. Ca,J t4 ri F FIG) V t tmEt4 T 4. All rr echa ic work shall be under sep atee permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. 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 and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), -Edition), 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing, Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 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 this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final d tu v U W � lL s t1/4) ff ‘1) O d Z • , c PLAk REVIEW COMMENTS Plan Check No.: 9 (- ocoetEl. Project: -6C4 LE R t ij - M MCA4. REQUIRED INSPECTIONS --1 . ai") Q 7 P14 Fp tv O W Q � O 8 • J 9 g " 1 cr. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296-4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agennc (277- 72721. MI.MTIZteAt. Ca,J t4 ri F FIG) V t tmEt4 T 4. All rr echa ic work shall be under sep atee permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. 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 and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), -Edition), 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing, Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 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 this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. u PLAN REVIEW PLAN CHECK NUMBER OCAM CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: EA2Lz ADDRESS: Di 41. - xvEQ ?K F DATE: OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY u• BUILDING HEIGHT /0 OF STORIES FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS 22 APEci1 DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. fj jiZIZT. MODIFIC Tint. COQ, (NOILT DV R 5 , W NDEe... T. t. tiDose.K.1 CHAPTER 51-10, W.A.C. NOTES 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 • 1. • • 6er . 1009 . AU. NFL r .T U's 6e.v. 7E ot.itcAk. Ih 4 6P VAtrizoie6 vizec [Z,ti egsan2.' :. Aciita �1 c11=oq 'F 2' i5 "loN t exc ..gj'IoN 1 4Re l.bT Pip, PREPARED BY: DATE: 2z4a 91 2.' . Genorel C, ntta :at or shall verify All dimension* i end ' eonditio: Q ', the" I:4414ing an .waits end 0011 be r. eaponeib .e for the joining :cr» h;t ea work and others. ., Utilities •yateee, uizing, connections. etc shall be in ocaot4ence " with that City o.# .Fukwils Ordinances.. 4...; AU. dooroi i ncluding exits Shaul be' Signed and operated in.accoxd4 with UtiC Section 3308 (c) Y °lA cX• ' e to hey* iilUeinSted exit 6Agni. Power aupplied • by two. , £epete ql rui ts: ?otz : of wh ich -.,a'he11 be aepereted £t of ' 1,,I other Circuits an< i`niependent,.ly 0ntrelled'. £xwlt 06040 ,:t ; awing . ih the direction Of eegreees. -pu't . p door a► 'to.:hteve emergency breakout feature for Active ,end sidelight t leevea. P rovide fine ,extingq'Ashers (2A, 20 BC) mounted within 75'0 treeVel of all as . of b ii ding (including upper floor). L.oeationa to be determined by !Free Inapectcr 8 General Contreactar ahell verify ell dimensions and cOndi, .iaris on .the buildin . Do net scale drawings. '9.- In they event of field errors or omias - Jona, the Cehtrectox shall notify the Architect and make rao repa1ta without his eppraval. LQ. General Cantracter shall coordinate with his cubs all ba+sea. ourbaa. eoceae openings as required for mechanical ;awl ,lectritel equipment Li. General Contractor shell coordinate the work of •trs$ deelli . to avoid interference between divisions of the 12. Mount Sign, with 1" ainisunm letters, next to all exits Stating "THIS DOOR TO. REMAIN UNLOCKED DURING BUSINESS NOURs" . • All stud.. walls. and' partitions, including furred spaces, ahesl:l, be fire atoppeed' peer code All interior meteriele shall must ,fl.sme spread ratings per UBC ' Section 4201 1 .. Fits Sprin4.1er oyeetem shall comply with specifications 'end be epprc�ved by Yeshington Survey and ,,Rating Bureau �lnd City Of Tukwile' Marshal prior to lnatealletian. , .. #1se taition* required per City of : T:0(0114 Ordinance I ► l ilil� III III ;IIlIII 1111111 III 11! III 111 iI1 111 i I I l •1 li { f�f III 111 111 (� I(1 I 1 lllIIII�( 111 111 111 ill 111 111 1111 II 1lt iI�, i i IIt IIIt( 2 3 4 5 6 7 a NOM: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 9? a7 7Z £Z ZZ lZ OZ 61 et ! L 91 St hi 6t ZI I 01, 6 B L 9 S t C ww IIII�I'!lulli Il llii, iii llil' �IIIIIi ;tIIIIiIIIII!{►1lilll�i,�(!I1! III !; Li�ii !i,IlJilf�i{Ii�ll�nliJ11III !$IIIIIIIIII1 III11I I! iI': iiilnlllil�l' iili1l lllilif !!!III�IIIII►IIi!IIIIIIIIII1 II I ( , ,� r , z �. F :, ;.:., ,, ,, „ x r ,, .� �., ��,,,.,� r . , _,< , , . I�! lilLllll�illlilil�lillllllllillllllll�llillli ,llllii�ilillllll.Illlllllll • ... > .�� ;-: ,,✓�is,; }.v::. r.f., f'. �....• ...:.,`,...:.�. .:C'+4'."'. +�rY•. s1 a..Y.:. - :r .,.>.✓.,�f .><. t. K -+ ..•... a.; r.r:. ;� - ..r., ., r, z.,en.. P.,.r:�s'Y .{r.S- �2.;•:, u., .. ., .T, � jt 1 ” A � • ^ $ 11 Yt3 O h atuet be designed r�►Gk storage over g Zone 3. • ChaAter all right angle corners on exposed concrete OOlustns. pilasters' and wells. except'whare finish wall; but each other. CIVIL ENGINEER: PROJECT NAME: EAGLE SQUTHCENTER BUILDINe CQpE DATA SABEY CORPORATION ' 21 C ELL I OT AVE W. *400 SEATTLE, WA 58119 ' EAGLE .HARDWARE AND GARDEN 19115 W. VALLEY HWY. KENT, WA 98O3'a LEGAL DE8CR(PTION: LOT 3 ANDOVER PARK INDUSTRIAL KING COUNTY, WASHINGTON ADD iESB i 101 ANE X;yVR PARK FAST TuK I LA;..WA OCCUPANCY: 8 -2 OFFICE/RETAIL 4 CONVERT EXISTING wAREHousE TO RETAIL CONSTRUCTION TVI E r 111-N 'SPAINKLEREII, BUILDING AREA (SQ. FT. ) TONING: Cif INDUSTRIAL PARK SITE. AREA: 39S' SQ.<' FT., 9.09 ACRES BUILDING LOT COVERAGE: 4j34, 345 .E43,6 PARKING REWIRED: 41 /4.0 • PAWING PROV I DE# a " CONSULTANTS. ENGINEERS N. W. 6859 WOODLAWN AVE, N E: sEATTL WA 98I'1 s CONTACT: RICHARD JANKE 5$-76 DAVID EVANS & ASSOC. 301 11 ETH. AVE $. E. SUITE 170 BE1,LEVUE_,, ' %9800 CONTACT: NEIL HACKBAtR7 4 4.5573571 TEAM : ENGINEERING 1107 E.W. ©RADY , WAY SUITE W RENTON, WA 98055 CONTACT: 'LAMMARR WARTER 226-7812 RICHARD WARD: ASSSOCIATES 1906 ` E. ALOHA STREET Sf `NT'1`LE, WA 981/ CONTACT: RICHARD WAR 329-2110 vE,sci-12, 118, ttea ARCHITECT; ScOWE ;ASBDCRATES 919 124TH AVE N.E., SUITE i.01 BELLEVL E, WA 980°5 cONi - ACT': JOHN HALLCTRDM ..4 5.3103 .,fir. -.. .e.. �' . ►, -r, " Tract 3. of the pl at of .Andover I:1da str i t3. Perk ' N 4 1, ; +, eaccnrding' tQ . the Plet record'` i:n • vciu m of pl etii pegar• SS in King • t;:ouuty,: Weshingtan Exer, ten warrennity xe + iced under �s a i city"-:Of d T l,e P Y portion 7202.14054;i' by etatutor 1tOv..4 Fs. . }: ' . 221 197 ' • kc exf J tt', ep(04,IPr1.44. TslM T�.t:T L rr Aro emoot,. WORMED: -+: 1"rti rs. {PCB 11lT • ' imps rtE TabL ,o es r 4 .; ANDOVER PARK EAST i ? WOVE.: PoILj IC J EXIST. IJILDIts1i �J cr IZ` o`i �U [l0T5 5E CiL IJ c; , UfU? 6) tE. N.il) . LrnuW I'LA J roiL exi5Ttuca 6rit COI I) •flOE:,16 itwo ex-rE JT 7I= `1QIUc , 1O ACLZ41'l is .' 6UILoIu -.u61 kpornow.kmo 1 NUL,11 LoT IMF - (oU r 1G UiUAT )OLI sirs, tVLQrMJT r 10.401_0 011A046 to*OTION1 O 444 : , ' iT ' 17IR cTioN W s C r1 A , 41.0rA 6IP\v I.. ,- 1 1,4..11 . , . 't. • sr main floor plan heat reclaim control sequence tracer blockd iagram electrical plumbing gas piping team engineering inc upper mezzanine level plan typical roof exhaust fan unit detail air conditioning modifications mezzanine plan general notes roof plan hvac equipment schedule air terminal schedule yard hydrant detail loading door heater toilet lunchroom ventilation garden sink detail PLUMBING SCHEDULE S CITY OF TUKWILA APPROVED RECEIVED PERMITCENTER