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HomeMy WebLinkAboutPermit M02-122 - 7-ELEVENSEVEN - ELEVEN 74462 34T" AVENUE SOUTH EXPIRED 02 -11 -03 M02 -122 z Parcel No.: 0040000074 Permit Number: MO2 -122 re 2 Address: 14462 34 AV S TUKW Issue Date: 07/17/2002 Suite No: Permit Expires On: 01/13/2003 U O to 0 Tenant: W w Name: 7- ELEVEN STORE — � Address: 14462 34TH AVENUE SOUTH, TUKWILA, WA N LL W Owner: g 5 Name: THE SOUTHLAND CORPORATION Phone: (206)000 -0000 Li,. < Address: CITY PL CTR E, PO BOX 711 v , W Contact Person: Z Name: DOUG SCHENEMEN Phone: (253) 261 -7972 Z O Address: 3902 WEST VALLEY HY N, AUBURN, WA w uj Contractor: U N N SOURCE REFRIGERATION /HVAC INC Phone: gO Address: 800 EAST ORAGETHORPE AVE, ANAHEIM, CA w w Contractor License No: SOURCRI995P3 Expiration Date: 10/05/2003 0 u. 1 Llu V O Value of Construction: $3,000.00 Fees Collected: $46.50 Z Type of Fire Protection: N/A Uniform Mechnical Code Edition: 1997 DESCRIPTION OF WORK: REPLACE EXISTING HEAT PUMP WITH NEW GAS UNIT Permit Center Authorized Signature: Signature: Print Name: doc: Mech City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 MECHANICAL PERMIT kcbtkui ,thoyit__ 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 and obtain this mechanical permit. ins ✓. /--/W S MO2 -122 Date: Date: 7 7- v 2_ 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. Printed: 07 -17 -2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000074 Address: 14462 34 AV S TUKW Suite No: Tenant: 7- ELEVEN STORE Print Name: doc: Conditions PERMIT CONDITIONS MO2 -122 Permit Number: MO2 -122 Status: ISSUED Applied Date: 06/13/2002 Issue Date: 07/17/2002 1: ** *BUILDING DEPARTMENT * ** 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: 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). 8: 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. 9: Manufacturers installation instructions required on site for the building inspectors review. 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: / j/2"1 A/C4/14^› Date: 7— )7 - d° 2 -- Printed: 07 -17 -2002 re W Q � J U 0 ND WO 2 g Q. Z � F- O Z w w O N I— W W U. O z 0 Z Project Na /Tenant: // iC,7 - Gl edGl1 ORAUT IZED'A . ylu e hanical Equipment: c-ti/ Site Address : • .1y /VY 2 3V A 5, T City Stat /Zip: ,//4 / Tax Parcel Number: oo Ve -00W Property Owizer: ,-4 Phone: F3 /_ 7i 7Z Phone: ( ) A)� v e Street Address: City /St ate/Zip:� ....t2 5Peb ! City State /Zip: Fax #: ( ) Contractor: � �.✓ ,._ ac /, , ,n P hone: ) , 3 81 - Street Addr z2 , rd! /', �`� # � 4 Fax�� ) 3 /` Contact son: L . G h'tG�� Phone: )�6/ 7� Street A ll�eess{ xv . L/ V / /-/✓ A✓//1/ i S/Zip; A � %i tate �4 Fax #: 3 - ) 833 5.0 BUILDINGIOWN ORAUT IZED'A . / . Date: re - #: (453 „.„, 3 -- - Signature: Print name: ,-4 Phone: F3 /_ 7i 7Z Address: fU,z A)� v e ,/ City /St ate/Zip:� ....t2 5Peb ! CITY OF T /KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 R SrAII USE ONIY Project Number. Permit Number: I200 /.z,Z Mechanical Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ECHANICAL. P, ERMItREVIEW /AND'APPROVALREQUESTEO `;fTO BE:f /LLEDrOUT:BYAPPLiCANT) Descripti of ork to be done y lease be specifi ): z� e P _ LAW h,�,/ Se-s• E--� U Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued OR submit Form H4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent: If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 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 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (initials) ZeS 11/2/99 meth pennil.doc • ✓ Submittal Requirements Floor plan and system layout Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) Details and elevations (for roof mounted equipment) and proposed screening Heat Loss Calculations or Washington State Energy Code Form #H -7 H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut- off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 1009). Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. Structural engineer's analysis is required for new and the replacement of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. RESIDENTIAL: Two complete sets of attachments required with application submittal Heat loss calculations or Form H -6. Equipment specifications. 11/2/99 miscpml.doc Submittal Requirements New Single Family Residence Change -out or replacement of existing mechanical equipment Narrative of work to be done, including modification to duct work. Installation of Gas Fireplace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is in safe condition. NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000074 Permit Number: MO2 -122 Address: 14462 34 AV S TUKW Status: APPROVED Suite No: Applied Date: 06/13/2002 Applicant: 7- ELEVEN STORE Issue Date: Receipt No.: R020000994 Payment Amount: 46.50 Initials: KAS Payment Date: 07/17/2002 01:30 PM User ID: 1684 Balance: $0.00 Payee: SOURCE REFRIGERATION Current Pmts Amount MECHANICAL - NONRES PLAN CHECK - NONRES Type RECEIPT Method Description Payment Check 3136 46.50 Description Account Code 000/322.100 37.20 000/345.830 9.30 Total: 46.50 Ci\ Printed: 07 -17 -2002 r 0O u O NW W O u- in- I- O' Z H uj U 0 � O N' 0 F— W LL ii z 0- O~ z SEPARATE PERMIT REQUIRED FOR: ❑ MECHANICAL [ELECTRICAL g PLUMBING (IGAS PIPING CITY OF TUKWILA BUILDING DIVISION 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. ,'C9 CHANGE'S SHALL BE MADE TO OF v ' ORK WITHOUT PPRC i ;- Ov'A. TUKWILA BUILDING D %VIEAC'-d. Ki AN D MAY E moot ON& PMN RE SUBMITTAL FEES. FILE COPY By i � ►+ - / J( wQ . /— M Date 7 / 7 w r O Permit .No. �Z I� Structural Calculations for Seven - Eleven 14462 34th Ave S. Tukwila, Washington Prepared for: Source Refrigeration & HAVC, Inc. By D.S. Engineering (Job: 2220) 3121 147th Place SE Mill Creek, WA 98012 Tel: 425- 338 -4776 4U c o of B k- 2c32 RECEIVED CITY OF TUKWILA JUN 132002 PERMIT CENTER -6-Z l SBHtdx3 5.125' x 19.5' GLBCE) 5.125' x 19.5' GLBCE) 5.125' x 19.5' GLBCE) 2x8 2 24 O.C. CE 5.125' x 19.5' GLBCE) tiotiop ZQU 9 L - 111f oo83a"d oat io u13 Z7 0 TI T I z Cl r z 5/8' PLYVD ROOF SHT'O 5.125' x 21.5' GLB(E) 0 �S 0� ti 5125' x 21.5' GLBCE) K1 ti 0 5 ti t��mtrz��t�t�lmt�tm�v v f « 7-6' 4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ^ ;rUlUlLL A A ./77.r./777177l7/77/7777/77 )- WOOD FRAME PARAPET (EXISTING) W m J L7 OS X N Cu U) NEW NECK UNIT (MAX. VT. 1420 M> EXISTING RECK UNIT (N O CHANGES) W J 0 • •,/` tsY Ark SIMPSON 'LUS48• (TfP) X U) NEW 2X8 P.T. CS'-6' LONG) ABOVE EACH GLB. (SEE SECTION A> NEW 4X10 P.T. 114' -0• LONG) EXISTING PLATFORM V/ HECK UNIT (NO CHANGES) CE I) d 10• - tt• ,. li• -0• W f_.- C7 c 7 ,� NEW ROOF FRAMING PLAN L': r ' " 'n v SCALE: 1/8'= 1' -0• -( 7 -11 STORE_ ca 14462 34TH AVE. S. N TUKWILA, WASHINGTON W m J L7 IOIZ 7lOI0IC/Jll1I0 6' C.M.U. EX 1 ERI ❑R WALL - \ • ■ _ __- -- /• -4' fi .. .—.rte �/j' 7!! 7l/ 77/ 7777717 7717 717 77 / 777 /7T/77l/71117!7 71 6T 7/7 71!7Tll77 '77/77/777/7 7777 / 7777777 7l/ 7Tl /7lrll/77l/7Tl77/771117/77l/71% '7/73 DAL iingineering 3121 147TH PLACE S.E. MILL CREEK, WA 98012 ( T) 425 -338 -4776 (F) 425- 337 -7140 cr WW 6 8 W W 'CO LL WO 2 co 3 z�. W LLJ U sA Oi- W H . LL W p - 01 z 1 C.+ Ir----;s1 CA 2 3 s I- z x X I- DA I- x X w ) , U Z J x CL ix 3 • NEW MECH. UNIT V EXISTING CEILING SECTION SCALE: 1 1' -0' A 2XB B 24' O.C. (E) • u A ' I II 5.125x19.5 GLB (E) 7 -11 STORE! 14462 34TH AVE. S. TUKWILA, WASHINGTON USE TOTAL (10) -1/4' DIA. (2.5' LONG> LAG SCREWS W/ FENDER WASHER BETWEEN MECH. UNIT CURVE TO 4x10 (PROVIDE ONE SCREW AT EACH CORNER, ONE AT SHORT BAY AND TWO AT LONGER BAY TYPICAL) PROVIDE (2) -1/4' DIA. (2.5' LONG) LAG SCREWS AT MIDDLE (W/ FENDER WASHER) WITH EQUAL SPACING IN THIS SIDE 4X10 D.F. #2 (14' -0' LONG) SIMPSON 'A34' EACH SIDE AND 'H3' (TYP.> 2XB P.T. (5' -6' LONG> V/ (6 )-1/4' DIA. (4.5' LONG) TWO AT EACH EXISTING 2X6 (TYP) D.O. Engineering 3121 147TH PLACE S.E. MILL CREEK, WA 98012 (T) 425- 338 -4776 (F) 425- 337 -7140 IX LI UO (n 0 W J WO O W O � 0 1— W W . F .. z U= 0 I z Load Table : Roof: Roofing 2.2 psf Roof Sheathing( =5/8" Plywood) 1.8 psf Insulation 0.8 psf 2x8 @ 24" oc 1.5 psf 5/8" Gyp. & Metal Suspension Ceilng 4.6 psf Mech./Elec./Misc. 2.1 psf Dead Load: 13.0 psf Live Load(Snow): 25.0 psf CITY pp�Od D JUL 1 6 2002 113110 Lateral Analysis: : Model: TRANE -YCD 102C3LOAC(B.STON): WT 1382# Seismic Design: F, = ((a, C. I, ) /R,)x(1 +3h /h W, From: a, = 2.5 C. = 0.36 1, =1.0 R, = 3.0 h, = h W, = Mech Unit Weight = 1382 lb. Mech Unit: W = 50.00 in. D = 88.00 in. H = 45.50 in. Provided 6" Max. Curve under Mech. Unit Weight = 1420.00 lb.( Unit Weight + Misc) F /1.4 = 1217 lb. Check Overturning : T1 = C1 = (Fp /1.4) *{(H + 6)/ 2} / W = T2 = C2 = (Fp /1.4) *{(H + 6)/ 2) / D = Res = .85x(Unit Weight /2) = Design for Windt Wind Load = (C,)(C,)(Q,)(I) = 22.6 psf From: C. = 1.06 C = 1.30 Q. = 16.4 I = 1.0 =1.2W, F Totai = 822 lb. < - - -- Critical Direction Check Overturning : T1 = C1 = [Wind Load *W * {(H +6) }] /D = T2 = C2 = [Wind Load *D * {(H +6) ^2 /2 }] /W = Res = (2 /3)x(Unit Weight /2) = T net : (No Uplift 627 lb. 356 lb. 604 lb. T net : 23 lb. :Exposure "C" :Primary Frames Systems: Mothod 2 :80 mph 118 lb. 366 lb. 473 lb. : Provide (1) -1/4" Dia. Lag Screws at each corner of Mech. Unit Minimum: Total (10) -1/4" Dia. Lag Screws (2" Penetration Min) between Mech. Units and Platform Member 0.88 < 1.00 0 . K. 6 LB.( =23 / 4 Screws) 203 lb. 122lb.( =1217 /10Scr 144 lb. APPRMED JUL 1 6 2002 l';t(J 13 Cal 'h4. I 0 Gil o O ...- �S.w.....wwa .:......._ . ._ ...... ....... :..... . . ..........._-.....: _. .. ._...—. ; �arA w..fl nF.*t.fl4M%N�WNTIN . ,CMIW.� -° r 1 Rev' 310700 General Timber Beam Description Existing Joist General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Center Span... Deflection ...Location ...Length /Deft Bending Analysis Ck 28.415 Cf 1.200 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 2x8 Le Rb DL DL DL 1.500 In 7.250 In Sawn 1.150 Pin -Pin _ Full Len A yG. h Uniform Loads Dead Load -0.212 in 6.000 ft 678.6 0.000 ft 0.000 Max Moment 1.37 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.68 k 6.609 in2 103.50 psi 0.46 k 0.46 k 26.00 #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Douglas Fir - South, No.2 Fb Base Allow Fv Allow Fc Allow E Total Load -0.620 in 6.000 ft 232.14 Sxx CI Calculations are designed to 1997 NDS and 1997 UBC Requirements LL LL LL 13.141 in3 0.000 Sxx Req'd 12.17 in3 0.00 in3 0.00 in3 @ Right Support 0.68 k 6.609 in2 103.50 psi Span= 12.00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,249.26 psi Fb 1,348.95 psi = 1.500in x Depth = 7.25in, Ends are Pin -Pin 0.926 : 1 1.4 k -ft 1.5 k -ft 1.37 k -ft at 6.000 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 1.48 fv Fv 62.90 psi 103.50 psi Reactions... Left DL Right DL Maximum Shear* 1.5 Allowable Shear: Camber: 0.16 k 0.16 k Beam Design OK 0.7 k 1.1 k @ Left 0.46 k @ Right 0.46 k @ Left 0.000 in @ Center 0.318 in © Right 0.000 In Max 0.46 k Max 0.46 k Deflections Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Deft Bearing Length Req'd Bearing Length Req'd 12.00 ft ft ft 850.0 psi 90.0 psi 520.0 psi 1,200.0 ksi 50.00 #/ft #/ft # /ft Area Lu Lu Lu Allowable fb 1,348.95 psi 1,348.95 psi 1,348.95 psi Dead Load Total Load 0.000 In 0.000 in 0.0 0.0 10.875 in2 0.585 in 0.585 In 0.00 ft 0.00 ft 0.00 ft Repetitive Member 0.000 in 0.000 in 0.0 0.0 CITY of TUMILA JUL 1 6 2002 re 1 00 to W J N LL w q 2 LL ' . O Ul uj w U O - 0 t- W H- tl. W Z O~ z Rev: 310700 Description Under New Mech. Unit General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity .4111PP ) c.1 Tra ezoidal Loads #1 DL @ Left DL @ Right L Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 558.17 psi Fb 1,224.27 psi Deflections Span= 12.00ft, Beam Width = 3.500in x Depth = 9.251n, Ends are Pin -Pin Center Span... Deflection ...Location ...Length/Defl Stress Calcs Bending Analysis Ck 31.887 Cf 1.200 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing t@ Supports Max. Left Reaction Max. Right Reaction 4x10 Center Span 3.500 in Left Cantilever 9.250in Right Cantilever Sawn Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi 1.150 Fv Allow 95.0 psi Pin -Pin Fo Allow 625.0 psi E �1 1,600.0 ksi Le Rb 100.00 #/ft 100.00 #Ift 2.32 k -ft -0.00 k -ft 0.00 k -ft 0.00 k -ft 5.09 fv 25.83 psi Fv 109.25 psi -0.104 in 6.000 ft 1,385.4 14.181 ft 11.338 Max Moment 2.32 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.84 k 7.655 in2 109.25 psi 0.56 k 0.56 k General Timber Beam LL @ Left LL @ Right 0.456 ; 1 2.3 k -ft 5.1 k -ft at 6.000 ft at 12.000 ft Sxx Cl Calculations are designed to 1997 NDS and 1997 UBC Requirements Reactions... Left DL Right DL 52.00 #/ft 52.00 #/ft 49.911 in3 0.986 Sxx Req'd 22.76 in3 0,00 in3 0.00 in3 @ Right Support 0.83 k 7.642 In2 109.25 psi Bearing Length Req'd Bearing Length Req'd 12.00ft Lu ft Lu ft Lu 0.37 k 0.37 k -0.158 in Deflection 6.000 ft ...Length /Deft 911.48 Right Cantilever... Deflection ...Length/Defl Start Loc End Loc Al Beam Design OK gb* (, Maximum Shear * 1.5 Allowable Shear: @ Left @ Right Camber: @ Left @ Center @ Right Max Max szememeseaseseemeseem Dead Load Total Load Left Cantilever... Dead Load Total Load Area 32.375 1n2 Allowable fb 1,224.27 psi 1,242.00 psi 1,242.00 psi 0.255 in 0.254 in 0.000 in 0.0 7.33 ft 0.00 ft 0.00 ft 2.330 ft 9.660 ft 0.8 k 3.5 k 0.56 k 0.56 k 0.000 in 0.156 in 0.000 in 0.56 k 0.56 k 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 CITY (f T + sut 6 2002 rt;t211.&ft 2 � W UO coo (ow J N W W0 u Q ca W ZO uj U ra N O II- w H H IL O W Z 0- O H z Pav: 310700 Description General Information Full Len Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Center Left Cantilever Right Cantilever Dead Load Live Load ...distance Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,829.23 psi Fb 2,529.64 psi Deflections h Uniform Loads Center Span... Deflection ...Location ...Length /Deft @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction lbs 100. lbs 2.500 ft Stress Calcs Bending Analysis Ck 20.711 Le Cv 0.921 Rb ........... ...... Existing Glu -Beam w/ New Mech. Unit 6.126x19.6 5.125 in 19.500 in GiuLam I ite off & Point Loads 156.00 #/ft #ift 156.00 #/ft LL LL LL lbs DL DL DL 1.150 Pin -Pin 30.000 pcf General Timber Beam ammiucreansmommgmmeNt 100.0 lbs lbs 5.000 ft Span= 29.50ft, Right Cant= 11.00ft, Beam Width = 5.125in x Depth = 19.5in, Ends are Pin -Pin 0.723 : 1 49.5 k -ft 68.5 k -ft 49.51 k -ft -13.22 k -ft 0.00 k -ft -31.37 k -ft 68.47 fv 125.32 psi Fv Dead Load -0.421 in 13.541 ft 841.5 4.118 ft 6.058 Max Moment 49.51 k -ft 0.00 k -ft 31.37 k -ft @ Left Support 10.88 k 57.326 in2 189.75 psi 7.25 k 13.71 k 189.75 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E Calculations are designed to 1997 NDS and 1997 UBC Requirements 360.0 lbs 360.0 lbs lbs lbs 7.250 ft 11.420 ft at 13.219 ft at 29.500 ft Total Load -1.315 In 14.347 ft 269.28 Sxx CI Reactions... Left DL Right DL 324.797 in3 0.995 Sxx Req'd 234.87 in3 0.00 in3 148.80 in3 @ Right Support 12.52 k 66.005 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd 29.50 ft ft 11.00 ft 2,400.0 psi 165.0 psi 560.0 psi 1,800.0 ksi 300.00 # /ft #!ft 300.00 # /ft Lu Lu Lu 120.0 lbs 50.500 ft Maximum Shear * 1.5 Allowable Shear: 2.83 k 5.37 k Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl Camber: Area 99.938 in2 Allowable fb 2,529.64 psi 2541.34 psi 2,529.64 psi 2.00 ft 0.00 ft 2.00 ft lbs lbs 0.000 ft Beam Design OK 12.5 k 19.0 k @ Left 7.25 k @ Right 8.35 k @ Left 0.000 in @ Center 0.631 in @ Right 0.256 in Max 7.25 k Max 13.71 k lbs lbs 0.000 ft 4- Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.171 in 1.223 in 1,546.4 215.8 2.527 in 4.779 in CITY Of TU '1t iA APPROVED JUL 1 6 nu. wIt _r rPrlC General Timber Beam Description Existing GIu -Beam w/ New Mech. Unit General Information Full Len ' h Uniform Loads Tra Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Center Left Cantilever Right Cantilever ezoidal Loads #1 DL @ Left DL @ Right Dead Load Live Load ...distance Deflections Center Span... Deflection ...Location ...Length /Deft 6.125x19.6 5.125 In 19.500 in GluLam 100.0 Ibs Ibs 2.500 ft DL DL DL 1.150 Pin -Pin 30.000 pcf 200.0 200.0 /ft #/ft 100.0 Ibs Ibs 5.000 ft Dead Load -0.467 in 13.380 ft 758.7 156.00 #/ft #/ft 156.00 #/ft LL @ Left LL @ Right Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 360.0 Ibs Ibs 7.250 ft Total Loac( -1.360 in 14.186 ft 260.29 Calculations are designed to 1997 NDS and 1997 UBC Requirements LL LL LL 300.00 # /ft # /ft 300.00 # /ft #/ft #/ft 360.0 Ibs Ibs 11.420 ft 29.50 ft ft 11.00 ft 2,400.0 psi 165.0 psi 560.0 psi 1,800.0 ksi Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Deft Lu Lu Lu • Start Loc End Loc 120.0 Ibs Ibs 50.500 ft 2.00 ft 0.00 ft 2.00 ft 1.500 ft 5.500 ft 5 Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft rezrzram Span= 29.50ft, Right Cant= 11.00ft, Beam Width = 5.1251n x Depth = 19.5in, Ends are Pin -Pin 0.746 : 1 Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,886.48 psi Fb 2,529.64 psi 51.1 k -ft 68.5 k -ft 51.06 k -ft at 13.057 ft -13.22 k -ft at 29.500 ft 0.00 k -ft -31.37 k -ft 68.47 fv 126.75 psi Fv 189.75 psi Reactions... Left DL Right DL Maximum Shear * 1.5 Allowable Shear: Beam Design OK 12.7 k 19.0 k @ Left 7.96 k @ Right 8.44 k Camber: @ Left 0.000 in @ Center 0.700 in @ Right 0.330 in 3.53 k 5.47 k Max 7.96 k Max 13.81 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.220 in 1.286 in 1,198.5 205.3 CIT APPROVED t4 JUL 1 6 2DD2 IV I L `f�1_D1t+0 DtVt�� Rev: 310:00 Description Stress Calcs Bending Analysis Ck 20.711 Cv 0.921 Center ra Left Support g Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction General Timber Beam Existing Glu -Beam w/ New Mech. Unit Le Rb 4.118 ft 6.058 Max Moment 51.06 k -ft 0.00 k -ft 31.37 k -ft Left Support 11.94 k 62.900 in2 189.75 psi 7.96 k 13.81 k Sxx 324.797 in3 Area 99.938 in2 CI 0.995 Sxx Req'd 242.22 in3 0.00 in3 148.80 in3 Right Support 12.67 k 66.756 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd Allowable rb 2,529.64 psi 2,541.34 psi 2,529.64 psi 2.772 In 4.812 in - Withdrawal Load for Last Screws: W' = W p (product of adjustment factor) =Wp CDCMCt W : (from NDS Table 9.2A) C CM, C (see NDS 2.3) p = effective thread penetration (in) :assume 2/3 of wood screws length. CD : 0.90 (see NDS 2.3.2:permanent) CM : 1.00 (see NDS 2.3) C : 1.00 (see NDS 2.3) Ceg = 0.75 (the end grain factor) Adj. Factor= 0.675 Lateral Load for Lag Screws: Z' = Z (product of adjustment factor) =ZCDCMCtC Z: (see NDS Table 9.3A) CD, CM, Ct (see NDS 2.3) CD = 1.33 CM = 1.00 C = 1.00 C = 1.00 C_ = 1.00 Cd = 1.00 C = 0.675 Adj. Factor= (see UBC table 2.3.2) (see NDS 2.3) (see NDS 2.3) (see NDS 2.3) (see NDS 9.4.2) (see NDS 9.3.3) (the end grain factor) 0.90 1 " penetration to main member 2 " penetration to main member 3 " penetration to main member 4 " penetration to main member 5 " penetration to main member 6 " penetration to main member Min Edge Dist. =1.5D, End Dist. =4D, Spacing =4D. Min. penetration " penetration to main memberCi Y OF TUOILA APPROVED 1" penetration to main 2" penetration to main 3" penetration to main 4" penetration to main 5" penetration to main 6" penetration to main 1 JUL 1 6 NO2 P.6 tsillL'U memtfilL member member member member member z r4 00 (00 �w w i i ' O - 0 w W IL O Iii z U = O F- z Lai Screws Dia. 1/4" 3/8" 1/2" 5/8" Z 160 250 340 470 Z' 72 - - - Z' 144 150 153 - Z' 144 224 229 253 Z' 144 224 305 338 Z' 144 224 305 422 Z' 144 224 305 422 Withdrawal Load for Last Screws: W' = W p (product of adjustment factor) =Wp CDCMCt W : (from NDS Table 9.2A) C CM, C (see NDS 2.3) p = effective thread penetration (in) :assume 2/3 of wood screws length. CD : 0.90 (see NDS 2.3.2:permanent) CM : 1.00 (see NDS 2.3) C : 1.00 (see NDS 2.3) Ceg = 0.75 (the end grain factor) Adj. Factor= 0.675 Lateral Load for Lag Screws: Z' = Z (product of adjustment factor) =ZCDCMCtC Z: (see NDS Table 9.3A) CD, CM, Ct (see NDS 2.3) CD = 1.33 CM = 1.00 C = 1.00 C = 1.00 C_ = 1.00 Cd = 1.00 C = 0.675 Adj. Factor= (see UBC table 2.3.2) (see NDS 2.3) (see NDS 2.3) (see NDS 2.3) (see NDS 9.4.2) (see NDS 9.3.3) (the end grain factor) 0.90 1 " penetration to main member 2 " penetration to main member 3 " penetration to main member 4 " penetration to main member 5 " penetration to main member 6 " penetration to main member Min Edge Dist. =1.5D, End Dist. =4D, Spacing =4D. Min. penetration " penetration to main memberCi Y OF TUOILA APPROVED 1" penetration to main 2" penetration to main 3" penetration to main 4" penetration to main 5" penetration to main 6" penetration to main 1 JUL 1 6 NO2 P.6 tsillL'U memtfilL member member member member member z r4 00 (00 �w w i i ' O - 0 w W IL O Iii z U = O F- z Lag Screws Dia. 1/4" 3/8" 1/2" 5/8" W 225 305 378 447 W' 101 137 170 201 W' 203 275 340 402 W' 304 412 510 603 W' 405 549 680 805 W' 506 686 851 1006 W' 608 824 1021 1207 Withdrawal Load for Last Screws: W' = W p (product of adjustment factor) =Wp CDCMCt W : (from NDS Table 9.2A) C CM, C (see NDS 2.3) p = effective thread penetration (in) :assume 2/3 of wood screws length. CD : 0.90 (see NDS 2.3.2:permanent) CM : 1.00 (see NDS 2.3) C : 1.00 (see NDS 2.3) Ceg = 0.75 (the end grain factor) Adj. Factor= 0.675 Lateral Load for Lag Screws: Z' = Z (product of adjustment factor) =ZCDCMCtC Z: (see NDS Table 9.3A) CD, CM, Ct (see NDS 2.3) CD = 1.33 CM = 1.00 C = 1.00 C = 1.00 C_ = 1.00 Cd = 1.00 C = 0.675 Adj. Factor= (see UBC table 2.3.2) (see NDS 2.3) (see NDS 2.3) (see NDS 2.3) (see NDS 9.4.2) (see NDS 9.3.3) (the end grain factor) 0.90 1 " penetration to main member 2 " penetration to main member 3 " penetration to main member 4 " penetration to main member 5 " penetration to main member 6 " penetration to main member Min Edge Dist. =1.5D, End Dist. =4D, Spacing =4D. Min. penetration " penetration to main memberCi Y OF TUOILA APPROVED 1" penetration to main 2" penetration to main 3" penetration to main 4" penetration to main 5" penetration to main 6" penetration to main 1 JUL 1 6 NO2 P.6 tsillL'U memtfilL member member member member member z r4 00 (00 �w w i i ' O - 0 w W IL O Iii z U = O F- z TEANG \/(_C LOAC. M/r1 ZoU 3 E TN A/C c -\iA L)N 1....010 CM Of IMALA APPROVED JUL 1 6 2002 KS hid 1 Cu 4W., ....WI NitIcc( SHIPPED VIA i:: 1.. ..!' 1 . !: TRAILER NUMBER PAGE NUMBER CUSTOMER REQUESTED DATE LINE NBR. QUANTITY BILL OF LADING INSTRUCTIONS • \CKERID BILL OF LADING NUMBER SHIP WITH NUMBER FREIGHT TERMS MODEL / DESCRIPTION P.O. MARK PKGS. SHIP TO • • I' : !' ! : ' ::: i' '' :I DATE PACKED FROM —' I is CUST. •. LENGTH DATE/TIME PRINTED I I` WIDTH • 1.. HEIGHT ORDER / SHIP GROUP FOREIGN SYSTEM EXTENDED WEIGHT CUBIC FEET CITY OF TUKWILA APPROVED JUL 1 6 2002 � tsJ1 iL 2 • • v0 N 0: U)W' W qq LL Q . a. W 1-0 Z H' o 0 N. a F. W W. H -. L I 0` LL. Z. U - O� YC -IOM 4G INSTALLATION 18- EB60D11 -7 OPERATION v ter Library Service Literature Product Section Unitary MAINTENANCE Mod ct R ° °n Comm. Literature Type Installation/ Oper/ Maint Customer Property — Contains wiring, service, Sequence 4G Date August 1998 and operation information. Please retain. File No. SV -UN -RT YC IOM -4G 8/98 Supersedes YC- IOM -4F Models: (60 Hz) (50 Hz) YC'102 -301 YC'085 -250 FILE COPY Since the manufacturer has a policy of continuous product improvement, it reserves the right to change specifications and design without notice. The installation and servicing of the equipment referred to in this booklet should be done by qualified, experienced technicians. O American Standard Ina. 1998 Voyager TM Packaged Gas /Electric 8 -1/2 thru 25 Ton J RECEIVED CITY OF TUKWILA JUL 12 2002 PERMIT CENTER !COMP ETE rR # . IMPORTANT NOTE: All phases of this installation must comply with the NATIONAL, STATE & LOCAL CODES. In addition to local codes, the installation must conform with National Electric Code - ANSI /NFPA NO.70 LATEST REVISION. These units are equipped with an electronic unit control processor, (UCP) that provides service functions which are significantly different from conventional units. Refer to the TEST MODES and START -UP PROCEDURES before attempting to operate or perform maintenance on this unit. MO2-I241- UNITS A B B C E D 22 7/16 E F 5413/16 G H J K YC'10013,103C YC' 120B,125C YC' 150C 63 5/16 93 3/4 13/16 49 1811/16 28 5/8 2 3/16 8 3/8 4415/16 515/16 2 Y0'0850,1000 YC' 102C,120C 49 9/16 88 3/8 N/A 45 1/2 25 5/8 1 13/16 6 3/4 4211/16 6 3/8 2 YC'121C -151C VC' 155B,175C VC' 180B,210C 7013/16 106 3/4 13/16 50 1/8 29 5/16 211/16 8 3/8 57 515/16 2 YC'181C,200B YC'211 C,240B YC'241 C,250B YC'300B,301C 84 13/16 121 3/4 13/16 54 33 3/16 2 11/16 8 15/16 64 1/2 5 15/16 3 UNITS A B C D E YC'100B,103C YC' 120B,125C VC' 150C 22 7/16 14 1/2 1711/16 5413/16 47 3/16 YC'085C,1000 YC' 102C,120C 15 3/16 22 1/2 1215/16 42 7/8 35 1/4 YC'121C -151C VC' 155B,175C ¥C* 1809,210C 26 7/16 22 1/2 1811/16 62 7/16 5411/16 YC'181C,200B YC'211 C,240B YC' 241 C,250B YC' 300B,301 C 26 7/16 28 3/4 1915/16 76 5/16 6811/16 UNITS A B C D E F YC'100B,103C YC' 120B,125C YC' 150C 22 1/2 18 A --•-8 17 3/16 2 315/16 41 7/16 YC'085C,100C, YC' 102C,120C 16 16 1/4 20 1/16 3 6 3/8 36 YC'121C,151C YC'155B,180B YC' 175C,210C 26 1/2 19 9/16 24 9/16 2 315/16 42 1/2 YC'181C,200B YC'211 C,240B YC'241C,250B YC'300B,301 C 26 1/2 24 1/16 27 9/16 2 3 15/16 46 7/16 1111111111111111111111111111111111111 1111111111111111111111111111111111111 11111111111111111111111111111111111 1 111111/ III I Il 1111111111111111111111 1111111111111111111111 111 1 1111111 111111 1111111111111111111111111111111 11111111111111111111111111111111111I1 111111111111111111111 11111111111111111111 11111111111111111111111 1111111111111111111111111111111111111 11111111111111111111111111111111111 11111111111111111111111 11111111/1111/1111/111111111111111111 11111111111111111111111 1111111111111111111111 111111111111111 1111111111111111111111111111111111111 & D0_C 1 E 00 1 1 I 1 00 A --•-8 C 0 Dimensional Uata Unit Dimensions • Downflow or Horizontal (YCD180 Illustrated) 2' E11 r 110L HORIZONTAL UNIT J� REAR VIEW SHOWING DUCT OPENINGS FOR HORIZONTAL AIR FLOW In. GAS RIPE DOWNFLOW UNIT TOP VIEW SHOWING DUCT OPENINGS IN THE BASE 11 11 11111 1111111111 1 11111111111111 11110111111111111101 1111111111111111111111111 1111111111111111111111111111 1111111111111111111111111111 1111111111111111111111111111 111111 1111111111111111111111111111 1111111111111111111111111111 7/8" OIA MOLE (CONTROL WIPE ENTRY) II - OIA. HOLE (POWER WIRE ENTRY) D CONDENSER END Unit Description Net Weight Corner Weights (lbs.) (See Note 1) Center of Gravity (in.) A B C D Length Width YC'0850 962 329 244 165 223 38 20 YC'102C 962 329 244 165 223 38 20 YC'103C 1233 395 326 231 280 43 26 YC'100B 1247 425 331 215 276 41 25 YC' 120B 1247 425 331 215 276 41 25 YC'100C 984 334 252 171 227 38 20 YC'120C 984 334 252 171 227 38 20 VC' 121C 1523 516 391 266 351 46 29 YC'125C 1300 430 342 234 294 42 26 YC'150C 1300 430 342 234 294 42 26 YC'151C 1547 523 383 271 370 45 30 YC' 155B 1538 535 387 259 357 45 29 YC'180B 1538 535 387 259 357 45 29 YC' 181C 2017 693 507 345 472 52 35 VC' 175C 1619 553 415 279 372 46 29 YC'210C 1619 553 415 279 372 46 29 YC'211C 2088 701 538 369 480 53 35 YC'20013 2025 714 532 333 447 52 33 YC'240B 2025 714 532 333 447 52 33 YC'241C 2186 751 568 373 494 53 34 YC'250B 2082 721 552 351 458 53 33 YC'300B 2082 721 552 351 458 53 33 YC'301C 2191 755 569 373 495 53 34 Unit Support If unit is to be roof mounted check building codes for weight distribution requirements. Refer to accessory roof curb mount- ing instructions. Check unit nameplate for supply voltage re- quired. Determine if adequate electrical power is available. Refer to specification sheet. Furnace may be installed on Class A, B or C roofing material. Location and Clearances Installation of unit should conform to local building codes, the National Fuel Gas Code, ANSI- Z223.1a Latest Revision, and the National Electrical Code. Canadian installations must con- form to CSA and local codes. Model YC heating /cooling units are designed for outdoor mounting with a vertical condenser discharge. They can be lo- cated either at ground level or on a roof, in accordance with lo- cal codes or the National Fuel Gas Code (ANSI- Z223.1a Lat- est Revision). Since these units are designed exclusively for outdoor operation, additional flue venting systems are not re- quired. Each unit contains an operating charge of Refrigerant 22 as shipped. Select a location that will permit unobstructed airflow into the condenser coil and away from the fan discharge and permit unobstructed combustion airflow into the burner compartment. Suggested airflow clearances and service clearances are given in Figure 1A and 1B . Placing and Rigging NOTE: Before attempting to rig the unit, remove the fork lift pockets located on the condenser end of the unit. Figure 2 C B INSTALLATION Location and Recommendations Unit (Top View) Center of Gravity A C.G. Length f C.G. Width Com pressor Rig the unit using either belt or cable slings. The sling eyelet must be placed through the lifting holes in the base rail of the unit. The point where the slings meet the lifting eyelet should be at least 6 feet above the unit. Use spreader bars to prevent excessive pressure on the top of the unit during lifting. Figure 2 shows the unit center of gravity. IMPORTANT: The use of "spreader bars" Is required when hoisting the unit (prevents damage to sides and top). Top crating can be used as spreader bars. Mounting Unit on Roof Downflow units should be mounted on a roof curb when pos- sible. When installing the unit on the roof curb, follow the in- stallation instructions accompanying the roof curb kit. On new roofs, the curb should be welded directly to the roof deck. For existing construction, nailers must be installed under the curb if welding is not possible. Be sure to attach the downflow ductwork to the curb before setting unit in place. See Figure 3A or 3B. Refer to the curb installation instructions to insure the unit will be level. When installing the unit, it must be level to insure proper con- densate flow from the unit drain pan. The maximum pitch of the unit down from the condensate drain of the unit is 1/16 inch per foot. Slab Mount For ground level installation, the unit base should be ad- equately supported and hold the unit near level. The installa- tion must meet the guidelines set forth in local codes. Table 1 Corner weights & Center of Gravity `Downflow or Horizontal Note: Corner weights are given for information only. Unit Is to be supported continuously by curb or equivalent frame support. Performance Specifications Static Pressure Drops (Inches Water Column) Economizer Pressure Drop (Inches of W.C.) 100% Return Air 100% Outside Air CFM Downflow/ Horizontal Downflow Horizontal 2700 0.07/ 0.03 0.13 0.13 3200 0.09/ 0.04 0.15 0.15 3400 0.11/ 0.04 0.16 0.16 4000 0.15/ 0.07 0.18 0.18 4800 0.22/ 0.11 0.23 0.23 Motor Sheave / Fan Speed Motor Sheave Position Standard Motor & Sheave 6 Turns Open 958 5 Turns Open 1028 4 Turns Open 1081 3 Turns Open 1133 2 Turns Open 1186 1 Turn Open 1210 Closed N/A Field supplied 1VP56 for Downflow units only. Standard Filters CFM Downflow/ Horizontal 3200 0.05/ 0.08 3600 0.06/ 0.10 4000 0.06/ 0.12 4400 0.07/ 0.14 4800 0.08/ 0.16 Fan Speed (RPM) Gas Heater Operating Data Heating Input Rate - BTUH 3 Minimum Supply Gas Pressure Natural/ LP Manifold Gas Pressure (See Note 1) Combustion Blower Suction Pressure (1st Stage' (With Gas Valve Closed) (2nd Stage Minimum Flame Sensing Current (See Note 2) Normal Sensing Current Range Flue Gas Temperature Rise Above Ambient Flue Gas Content - %CO2 Natural LP Minimum Supply Air Temperature Across Heat Exchanger Standard Motor & High Static Drive Filter Pressure Drop Filter Pressure Drop (Inches of W.C.) 135,000 Oversized Motor & Sheave Kit DF/ HZ 1121/ 1032 1180/ 1086 1239/1141 1297/1195 1356/ 1250 1415/1304 N/A Area (Sq. Ft.) Velocity (Ft. per Min.) Downflow Horizontal Downflow Horizontal 10.0 12.5 320 256 360 400 440 480 288 320 352 384 205,000 3.5" w.c./ 8.0" w.c. -0.2" w.c -2.1 to -3.1" w.c. -0.8 to -1.2" w.c. N/A -2.1 to -3.1" w.c. 5.0 Microamps D.C. 8.0 to 16.0 Microamps D.C. 400 to 500 F 350 to 475 F 8.3 to 9.5 8.0 to 9.0 9.5 to 10.5 40 F Notes: 1. This Unit has a negative pressure gas valve. Never adjust to a positive pressure. 2. A voltage reading across pens (V +) & (V -) is equatable to the flame sensing current. One volt equals one micro amp. 3. For 50 Hertz applications, multiply rated BTUH by 83 percent. December 2, 2002 Mr. Doug Schenemen Source Refrigeration 3902 W Valley Hy N Auburn, WA 98001 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. MO2 -122 Location: 7 -11 14462 34 Av S Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: •Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next scheduled inspection This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. The Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicant's control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to January 13, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Kathryn A. Stetson Permit Technician a.00 Xc: Permit File No.MO2 -122 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 - 3665 t I �O w ui D O co O— o1— Building Division Ken Nelsen, Sr. Plans Examiner w w June 18, 2002 Doug Schenemen 3902 West Valley Hy North Auburn, WA 98001 RE: Letter of Incomplete Application #1 Development Permit Application Number MO2 -122 Seven - Eleven 14462 34 Av S Dear Mr. Schenemen: City of Tukwila Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 13, 2002, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. 1. Please submit specifications on Trane roof unit. 206/431 -3677 Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3684. Sincerely, K 0,11A- tatam Kathryn A Stetson Permit Technician end File: Permit File No. MO2 -122 Malwl Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98/88 • Phone: 206-431-3670 • Fax: 206-431-3665 ACTIVITY NUMBER: MO2 -122 PROJECT NAME: Seven Eleven SITE ADDRESS: 14462 34 Av S DATE: 07 -12 -02 Original Plan Submittal Response to Incomplete Letter #, ' Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buildi kuxi n Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fr Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route d Structural Review Required C No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Notation: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Approved with Conditions REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 n n Planning Division Permit Coordinator DUE DATE: 07 -16-02 DUE DATE: 08 -13 -02 Not Applicable n Not Approved (attach comments) n DEPARTMENTS: Weck l,- Its -OL V -R''` Building Division p Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Lilo, 510 L, -a• " Fire Prevention Structural ❑ Incomplete REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MO2 -122 PROJECT NAME: SEVEN - ELEVEN STORE SITE ADDRESS: 14462 34 AVENUE SOUTH DATE: 6 -13 -02 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 6-18-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: (0 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg cgl Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 7 -16 -02 0 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use. Only CORRECTION LETTER. MAI LED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ja , Response to Incomplete Letter # ? 0 Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: Project Address: Contact Person: Summary of Revision: .S" /1Cr S J. Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: MO2-122 cirri 3 Phone Number: Z.5 ' ,Z6 $ Received at the City of Tukwila Permit Center by: 7'!2'02 Seven - Eleven 14462 34 Av S L/fcr4-J ^ SV11.1, HVA Vb € Sr-C. d r2 / f A ro o f vt , ..1 c(ry RECEIVED lvvu 2aa2 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 06/18/02 re Lu 00 y 0 cow co w ° 2 g a. F.. 0 Z F- LU Lu D p 0 N 0 1-- =w F- LL O Iii z 0 2. 0 1 ' - z REGISTERED„AS.PROVIDED.,BY LAW.•AS CONST CONT ' SPECIAL,TY , REGIST.' " # ?' "'' :EXP. DATE. • CCAB SOURCRI995PEti;10 / 05/2 ` 003 EFFECTIVE DATE .'1. ;1.0/05/2001': SOURCE REFRIGERATION/.HVAC,INC' 800 E ORANGETHORPE.':AVE ANAHEIM CA'.. 92801 =1123 `: ;' • I .. Signature •issued by DEPARTMENT OF LABOR AND.INDUSTRIES�� W UO 0 � w WO g Q, W U� 0 — 0 I— W H- LL i11 O