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HomeMy WebLinkAboutPermit D02-106 - MIN LEEMIN LEE 730 ANDOVER PARK EAST D02-106 • • - -_ -- - - -- -- - _ -- �r r , . , • �1N�1 gyp, s' 0�.1 • Tu kwila Cit y of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z 1 Parcel No.: 2623049095 Permit Number: D02 -106 `1- z Address: 730 ANDOVER PK E TUKW Issue Date: 04/29/2002 6 D Suite No: Permit Expires On: 10/26/2002 U O N 0 Tenant: w Name: MIN LEE -J 1 Address: 730 ANDOVER PK E, TUKWILA WA w u- . uj O Owner: 2 ¢¢ Name: BREKKE PROPERTIES Phone: 425 451 -1511 LL Address: 8592 HUNTS PT LANE, BELLEVUE WA N d = 1— Contact Person: ZF Z - Name: LARRY HUNTER Phone: 253 -735 - 6383 I— 0 Address: LAKERIDGE REFRIGERATION, 3904 B ST NW #A w t j 2 : . Contractor: 0 0 Name: LAKERIDGE RFRG & A/C CO Phone: 253 735 -6383 p j . ' Address: 3904 B STREET NW, STE A, AUBURN, WA uL uj Contractor License No: LAKERRA156B4 Expiration Date: 02/25/2003 H C1 u ~O DESCRIPTION OF WORK: Z INSTALL WALK -IN FREEZER/COOLER COMBO AND ITS REFRIGERATION EQUIPMENT. CONDENSERS SIT OUTSIDE ON U u GROUND. 0 1=. Z Value of Construction: $43,000.00 Fees Collected: $950.03 ' Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 i ' . Type of Construction: Occupancy per UBC: 0025 . Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 , Flood Control Zone: N . Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y.� " °' ' "'= ; Landscape Irrigation: N 6' .. e Moving Oversize Load: N Start Time: End Time: - '' Sanitary Side Sewer: N F }',; Sewer Main Extension: N Private: N Public: N K. , a �; Storm Drainage: N ','"1 s „'z Street Use: N W 1 Water Main Extension: N Private: N Public: N ' :".' - tit Water Meter: Channelization / Striping: ' '' ''K” 4 ** Continued Next Page ** k " '�`^ u tits ' ' doc: Devperm D02 -106 Printed: 04 -29 -2002 ! • A-; ., q 1 �r....,.. ......_.,,.-.,..-., �.,, x,- n;., w„ nw: w.' a» cet60.tW: Hrr7�tHhttY'+ r: o+±`? {,F:tvudmar{'sl c,.n.. .. , n,...., ... ,, ,.. .... .. ... _as?..;vr.:7�»..•rS". . wr. .w+U, w 8 � s ir ` Imo-' "!t 4 r City of ukwila 190 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 4 Date: z cc 2 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 6 v: ordinances governing this work will be complied with, whether specified herein or not. 0 0 N 0 . The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws J regulating construction or the performance of work. I am authorized to sign and obtain this development permit. w v_ Signature: Date: (74c,70 5._ g a Print Name: Xcc iT7 t, -�•a� z 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 z suspended or abandoned for a period of 180 days from the last inspection. z O; 2 ui U0 O 0 0 W W ( u O : W U =. 0 F- z fi i va doc: Devperm D02 -106 Printed: 04 -29 -2002 K.17.4 — - - I. - - - C. , - • ^ { NM� 1 W :ICs. '"'4444' �tr r 1 • C of 1 ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z I z Parcel No.: 2623049095 Permit Number: D02 -106 re w Address: 730 ANDOVER PK E TUKW Status: ISSUED 6 D Suite No: Applied Date: 04/22/2002 U O Tenant: MIN LEE Issue Date: 04/29/2002 Cl) 0 J = F— N 1: ** *BUILDING DEPARTMENT * ** p ' 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 - .. • : k t9 iv City of ' rukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 20: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under Z overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) Z 21: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and Q #1901) J U 22: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or 0 0 adding sprinkler heads. cn 23: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC w = 24: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide u access to the panel and 30 w O inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) ~ 25: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) g 26: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) u. 27: Doors into electrical control panel rooms shall be makred with a plainly visible and legible sign stating "ELECTRICAL ROOM" or = d similar approved wording. (UFC I- _ 8509.3) Z � 28: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such Z O !— condition or violation. LIJ 29: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 0 4407. U O 0 1-- w u j I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances u_ Z governing this work will be complied with, whether specified herein or not. w The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws o regulating construction or the performance of work. Z . Signature: Date: L /4 cr /cc ?� • Print Name: /�'a (7?r`/ �, �, / • j,p .y " :If ti- fi; 1. t . . doc: Conditions D02 -106 Printed: 04-29-2002 :"` `: . •c amigiaNceetrrnrwt ht:t+. V ?,W++ ".. .:;. ; i3iw .. :.•r- °.:+. "a+ ?31un�+ds +'. ..k. ,t a,^e:•, n,m+..... »._ r ... , —. .. ... ....... .. .�. -rn.w., , T ,, ■ O` " - CITY OF TUI VILA „1it P ermit Center Project Number: = 6 300 Southcenter Blvd., Suite 100 X i al i f Tukwila, WA 98188 Permit Number: or (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name /Tenant: ^ ^ ' Value I � Vaue o� C ' `� � `I I . 'I� Site Address (include suite number) . ' City State /Zip: Tax Parcel Number: 1 f; P (\dou of Pa.& E I Tkwi la ( WW A C'RI (:,16.) 014 - c ac 5 Property Owner: Phone: J 1\- e)Ve -kk� eYop e) 4a6 - 1451 -.I ,i j Street Address: , City State /Zip: Fax fl: 151'd Noni3 p oj r a.n° R�_ LIleque l coo Contractor: Phone; f'S ' t tyc 1 crn ,V)3 - - 7, 1 3`i - 6 3 Street Address: City State/Zip: Fax # 39(4 Lau -I� !(� Jf , 4Soo t-� '� - �l �5 - (�, Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: * ngineer: Phone: ri ft L l e.� 0,omul+1 gn o e.rs a3 - ,Q C- I,60 Z Street Address: ) City State/Zip: Fax # • = F . t 5'70 �l)J Rnrhu� foo Port-It.nd OR cm; N 503- X4 1:3,9) I- Z Lay Contact Person: Phone,: C4 r Hur+ -ey - '735 - 6 3 V Street Address: City tate /Zip: Fax #: U _, . O tifi 1- } B . "1 -s no m A 0 (w Description of work to be done (please be specific): w i- Tn 51 Wed k in ?ezz✓ /gaol ey epm &t a ifs ( Q-Chl e c:b 0)r) -e�oi -prw th , (.0 o .00rlenser_o 511 o 5jd'Q- m �rrauACI, w Existing use: ❑ Retail ❑ Restaurant ❑ , Multi- family Warehouse ❑Hospital u . ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office N d ❑ School /College /University ❑ Other I = Proposed use: ❑ Retail ❑ Restaurant Z Pro 0 p ❑Multi Multi-family W arehouse ❑Hospital ■ ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office Z U.I O W ❑ School /College /University - ❑ Other 0 Building Square Feet: I 5 l 006 existing No. of Stories: 1 _ Area of construction (sq ft): 00 0 0 D 0 F- Will there be a change of use? ❑ yes © no If yes, extent of change: (Attach additional sheet if necessary) = U i I-- P M. Will there be rack storage? u,' Si yes ❑ no 0 Ili Z Existing fire protection features: 71 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) 0 2 o (- Will there be storage of flammable/combustible hazardous material in the building? ❑ yes Pi no z Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: . (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage Q Street Use ❑ Water Main Extension 0 Private 0 Public O Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s).- <." , r -'. ,: , 4 7,,, < ,` 0 , ;: ., ❑ Water Meter Temp # Si gal Schedule: ;. Ott .' " ❑ Miscellaneous . Ale .S/6/V¢,7aee i I Value of Construction - In all cases, a value of construi D'N , 5 t /50 z /c.0977 , 04,/ ilicant. This figure will be reviewed and is subject to j , possible revision by the Permit Center to comply wit ` Expiration of Plan Review - Applications for which no , the date of application shall expire by limitation. The building official may extend the time for action by thi days upon written request by the applicant as defined in '_, ; Section 107.4 of the Uniform Building Code (current I more than once. Date application accepted: Application taken by: (initials) NEW MOM ' / - 79) - 6 a– I 1U - 0 1 1 - 0 . L.e ;__ 1 PLEASE SIGN BACK OF APPLICATION FORM ��`,�,� 1/30/00 ; ris NUM cipennb.dnc ..1 '` .......,. ..............':,e:...; ,..'.... .wµ, ^'7� ?%` ♦tL ^t'a`1''. ., tr_,..,f.kv��x',.n.rp ':R`,Lf''i •htrt4:'f'' , .' �lL ........ . . T . �.. _ ,- . 2 _._. -__ ._ - - i , - . 9:Mi CITY OF TUYWILA o � y �`? ' � Permit Center ,� o Project Numbe '" v, � , ;�a 6300 Southcenter Blvd., Suite 100 7909 Tukwila, WA 98188 Permit Number: war (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name /Tenant: ' Value of Construction: 7 p j t I e_e_ LI i Ong Site Address (include suite number) City State /Zip: Tax Parcel Number: - 1 0 i r dou e/ &fI<' E I ukw(Ia II))' Lail q (0) . v'4 - CT OS' 5 Property Owner: � Phone: --Iii ` Jh re ke Q vo ig, on L Street Address: City State /Zip: Fax #: Contractor: Phone; - < <.- . (e. t , 0dki an & 3 ~ 735 - 6 Street Address: City State /Zip: Fax i1: , NI n 4 a 4i- ni_o 4LA Aohum to) Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: ) City State/Zip: Fax i . 2 q9-7o � W PCit hu( O Pckinnd)OR R'�d « 503 4b- I :.g ` ,_ W Contact Person: Ph ne• [r w LCUTH HurdTe( .3 3 Street Address: n City /Zip: Fax #: U O co W Description of work to be done (please be specific): w _ Tn 5 -.d1 Wed k n cie,`z / ey efxn n d if 5 ((c e,rcth o ~e�u(-p nb , to 0 Qt en eY� d 0v+5- d t aund, w El ital J Existing use: ❑ Retail El Restaurant ❑ Multi- family Warehouse p' LL. Q ❑ M otel /Hotel El Office u Church El Manufacturing = CI ❑ School /College /University ❑ Other I— _ Proposed use: El Retail El Restaurant El Multi-family 21 Warehouse ❑Hospital Z 1-- ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office Z O W ❑ School /College /University . ❑ Other U D Building Square Feet: 16, ('XY) existing No. of Stories: 1 Area of construction (sq ft): 3, 000 O Q !— Will there be a change of use? ❑ yes © no If yes, extent of change: (Attach additional sheet if necessary) W W ft c 1 1— Will there be rack storage? 0,% t, yes ❑ no I. O Iii Existing fire protection features: 71 sprinklers C71 automatic fire alarm El none ❑ other U co 1- _ Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no O ~ Z Attach list of materials and stora :e location on se•arate 8 1/2 X 11 •a•er indicatin: •uantities & Material Safet Data Sheets I APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public 1 ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public I❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:,_ 71 Miscellaneous ; . �. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to ' IMO possible revision by the Permit Center to comply with current fee schedules. 'M mat 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 1 Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. ,'�' Date application accepted: Date application expires: Application taken by: (initials) taw via 1 1 - /9) -- 10 . - )) - — 0 "�- L,IICCO- gym Iowa PLEASE SIGN BACK OF APPLICATION FORM %la ■ 11/30/00 I 0 crpcfnil.dnc %ma al .. APPLICATI S MUST BE SUBMITTED WITH T • LLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ' ENGINEER'OR CIVIC ENGINEER > • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ® Complete Legal Description ® ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(S) sets for structural work), which include : ❑ n Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, Z • identify by size and species which are to be removed and saved I Z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use W only) QQ 11. Location and gross floor area of existing structure with dimensions and setback U O 12. Lowest finished floor elevation (if in flood control zone) p 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W W 0 in Floor plan: show location of tenant space with proposed use of each room labeled _l U) I- ❑ ❑ w o Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 2 any hazardous materials; dimensions of proposed tenant space. c4 Q ❑ ❑ Vicinity Map showing location of site = d I-- w ® CI Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z j r- layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of z O rack. Structural calculations are required for rack storage eight feet and over. w w ® ❑ Indicate proposed construction of tenant space or addition and walls being demolished U 0 ❑ . r4 Construction details O 0H w • w \_ � � Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water H r �: t°' supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed — Z t ,;~ 4 : S , � ,, s system design criteria as identified by the Fire Department. w — 2 t ❑ Washington State Non - Residential Energy Code Data shallibe noted on the construction drawings. 0 }- ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Z 0 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ® ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H - 5) ❑ ® Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". /Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State re, V of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will re, al be required as part of this submittal NM INN I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: r ; Signature: Date: Print name: Phone: Fax II: IOW IMO l Address City /State /Zip 4 11 /30/00 I 'IMO clpen,iit.doc _ i I - •$ L& i p p" , 6 � , � C of Z ukw 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT ' _~ : ' Parcel No.: 2623049095 Permit Number: D02 -106 U p Address: 730 ANDOVER PK E TUKW Status: PENDING to 0 Suite No: Applied Date: 04/22/2002 W Z Ili Applicant: MIN LEE Issue Date: w u. WO I Receipt No.: R020000534 Payment Amount: 950.03 Q Initials: KAS Payment Date: 04/22/2002 03:42 PM = W CS User ID: 1684 Balance: $0.00 f' _ Z}- - ZD Payee: LAKERIDGE REFRIGERATION W W n p U O N TRANSACTION LIST: CI— Type Method Description = W Amount I- S2 U_ O i Payment Check 5709 950.03 lU Z 0 w I O 1- Z ACCOUNT ITEM LIST: Description Account Code • Current Pmts i t4 BUILDING - NONRES 000/322.100 573.05 PLAN CHECK - NONRES 000/345.830 372.48 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 950.03 ■ .l pa 1 r . <., • ti fi ti reg f doe: Receipt Printed: 04 -22 -2002 7 l `YA ' .'r Sl.w...... ... .- ..._.._.. ...— .. .. _ .."tv:+:.wir it .,iit;,L.:• ,.r.. i'' M1! MWladandM.. awww. a +xs.•r.... .....+..,. ,. .. —. «.,.»........ .w...... «. . .... »,., ... M.. .....�n.,�..1) , n w. .. , ..i«•. e.*a.rre: A�u7wtrJd!"l�.�i Z ~ W INSPECTION RECORD - ` f , w z �o 1- Retain a copy with permit cn LL INSPECTION NO. PER NII W O CITY OF TUKWILA BUILDING DIVISION t ,; . -•y g . i 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' (216)431 -3670 u. .. Prolgctq Type of Inspection: ,.; = C� ■ . I /` ( , in & :.Q .R �I -Ut. r ' ; " 4 1_ W i Add e _- n 1�1 _d� p4. f Date called: 5 1, z6 A � z O i Z F I Special instructions: Date wanted: (a:m. ; Requester: ‘-....:_--' p I - 11it�t o CO 1 Phone: - ..7 . l p 1.. I' 745''.a7Z1.It WW . �U E Approved per applicable codes. Corrections required prior to approval u- ~O F COMMENTS: W Z O 1— f - P tr vv C 0t I-e1/4 Z • l 4 , . b.pr, . ' ' < I nspector: 5/ � Date: �()_ �/ 4:yY,. —; Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid , ;t' : ;< } , r at 6300 Southcenter Blvd., Suite 100. Call'to schedule reinspection. ;; ii3O.'1 Date: '' """'1'r Receipt No: ,: Txx,,,lip g4. _ ' ,,, . . , ,,,uwr , ., `+tz? ,ve 'row %. , 10'...'c &IWV, s00 rte. +K'' i %SY.$. ... +s«k`Staaih .R'N'..u:;.u4W.fvae ...••,ewva. .. w4aww+, w., w Y _ - - - ._ ' - .., I Ph one f 53 —'7 7/ =w c% U : :. Approved per applicable codes. Corrections required prior to approval. i � I — ` COMMENTS: ! U N _ k . 1 f H h. I) F re/ I m - 'a p p r71 Ved z s4 i 1 , .;.\.::t 7'; : ; ) r , : . f ; 4' , I V C14) p c r � lm�'v\1 -4- I vv41 G e P ro va I -y-et u ► re c 1 1 '12 .) ; \-90 Y \( -e % vv4 U e p r D JA 11 Ir P e V l rr I/1 , :., C \ /kVd%V\C C"t,f- • y 1 yv\ah (nnr \?,(1 -Ore`eZ -ee , : .4,= 4 . . ` - ht.'.. ,,,,V% y � Vi Inspector: r ��✓"� > Date: ��l� rF 1 ; � �� !� fiC`u;��i3 <y D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ; Y Y�" ; ' at 6300 Southcenter Blvd., Suite 100. 1 CaII to schedule reinspection. ettAl Z Receipt No: Date: i Fw # h �n 4fat4 ` "�,'t'1r,' :V44 " :Pk•tti ., ' , ;i .7; n ' 4 .F++tw•W4 Z;Ji J11 ■R,1'r.'.: < {?�.4f41':SN' }_:..'2',�KY+W , 4�. YhQa<h'.�a+. %MT'k',euFk4uygfi •. . . . .6 �*1. � ��, . •]I�.. 4 _ — Z ~ W re m .. QQ ` , JU :, UO i p 0 -- i .. W H W Do_ -ion INSPECTION RECORD -J Retain a copy with permit : w u- INSPECTION NO. E; IT NO. W 0 I X Approve per applicable codes. n required prior to approval: C orrection s . : I L' Z I COMMENTS: - W U i - I 1 ■ r r cj � c Co r z � \ n In S o L +9 ,�4v-t -- .c,lu1 ` A5�1 -a;6 1 k 1" Y. x : ,- t ' • Inspector: ' Q i? r ----ZttA Date: 1 " "� 5 . ... 1 t^ • ls �`' t ' ;3 � .{ ' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. `..f ' t; t ' Receipt No: Date: =. .. !f A... .. ... 5 vSlv+: n } .'irCr2w ' N,4 , e . i'.“1I4KA0.Vi'Mt5^SA?aatfit � 7 - - - r -- .4.r - a \ i Z ~ W 5 ! \ cf ' U O I INSPECTION RECORD CV 1 - . D / 0 6 : 11J W z Retain a copy with permit . . N I INSPECTION NO. PER . I, :::` W 0 k CITY OF TUKWILA BUILDING DIVISION % � iI j 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431= 3670 .. g Q ■ Th T pe of Inspection. •S / i _ d ILI 1- Address: Date called: - I — ( 30 4/'?o t A /( l ? % ; I. Special instructions: Date wanted: i . Z O r_-/-2/ — ' ()Z - :. p m 2 In : Requester:. )i .. U 0 ' ' Phone: /� o 0 F- ill Approved per applicable codes. El Corrections required prior to approval.. i ~ O a 1• COMMENTS: El Z 1. l A . j . U I �. - ci L. ri c?vO / — L ---�}— ' --%`� g ivP o i_ ■ / 5 T - & F L- - - i e ., v • Z I 1 • L ;..4 . r. .. .- 4 ; i I . ,:„::' 1 k.'4ha y,i b . '4: � . ;, t Inspector: Date 1 g �Y,t . -.., ---____ ..,,‘,4 ) etil ) ..." / 4 4 ., ....,, =,,,,,,, tlirk: I / j. it 4 ti St $47.0 EINSPECTION FE REQUIRED. Prior o inspection, fee must be paid '; : , ,; ` t Kf,r 4 63'00 Southcenter Blvd .,, uite 100. Call to /'chedule reinspection. j tz I ' R eceipt No: Date: ..,N,, ~ . V .. ir, M;" X� •JE xry. A'i S 9 f 7 .s' , l r P Vii, h•`:x', °;s?!; .�: h• . .. ... \r,�`2',tti?!".,�. . s. � R�?`�. wYa,:"�',�L'7. {H, . 7 - .- , . 4 \ 1 ` } � - ,.4'nr < : , f.' '' r '�r'n • v ; >6 ,a�.+ .. "v 4%' ` i" �k'' 1`` G' ir" � bi, '� %.i4'�j,1i�.r ° '�• ,. •f•'A: 1 N.f jo-g3�� «s1• „ r 4Y7 t'ni i.. {K. f:; ., �.; �, :, f” i r .. '�_,- ". ., Y ■ - 0 r) �v ��,' ' h.' q tr I\ 0 r _I I t (c,! ��i '' City of Tukwila John W. Rants, Mayor Wes`' , �,► . �� `_ Fire Department Thomas P. Keefe, Fire Chief 1908 __- z _I- 1- z TUKWILA FIRE DEPARTMENT D FINAL APPROVAL FORM U O I I. 0o4, - / 0h CO W t Permit No . /ti/ o a. - 0 S' - ' S ' 1 U_ I 0 I h w I 2 � I I J • Project Name 1 'i w, u- 3 7 = w Address 0 �., . / L Suite # z _ I- O z i- j Retain current inspection schedule w w .,�/ Needs shift inspect 0 H w 1 H U 1 i H L I Approved without correction notice ..Z f U N E Approved with correction notice issued 0 ~ z z i I Sprinklers: Fire Alarm: ‘. I Hood & Duct: Halon: Monitor: j Pre -Fire: Permits: H P 1 1 ' ,5-,c. r-::.20 4 i - 1 1 ,..5 ,,,) ,, - 0 Authorized Signature Date . ,, , ; lw 1 j r 7 6' 1 } ri I I : t . : : FINALAPP.FRM T.F.D. Form F.P. 85 ! "`. t'' r f 19 , wit'' Z : x �Oi f Yt .i Y T Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575 L110 - `r "��? • .,. .,:i i�:'::,L.a.I .t, .a.:.•4..;tu:;:tn...<.•ro:, , r...,.•rn,r«ww..r . w. . ,.,...........�..,...r,..,. .. .... .,:,.-„ ... �u . -' -.. u.... �.,,..«....�... ,,, ..a, .. File: D 02-0106 35mm Drawing #1-5 MILLER CONSULTING ENGINEERS STRUCTURAL CALCULATIONS Ming Lee 02 -RB -18780 i Tukwilla, WA Imperial Manufacturing April 18, 2002 Project No. 020305 16 pages Principal Checked: 1(4 CITY Of TUVW LL APPROVED PR 2 5 2202 WILD FILE COPY THESE CALCULATIONS ARE VOID IF SEAL AND SIGNA.- • y.� P134:'-AREN %T ORIGINAL * ** LIMITATIONS * ** ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT RECEIVED CITY OF TUKWILA APR 2 2 2002 PERMIT CENTER WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND / OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. 9570 SW BARBUR, #100 PORTLAND, OR 97219 PHONE (503) 246 -1250 9570 SW Barber 81 X5(51'0�6')'24n6,—1 doff 7219 -5412 Phone (503) 246-1250 Fax (503) 246 -1395 www.millerengrs.com American Consulting get Engineers Council Doal DC, z W 6�. _1 0 O 00 w= W w. w 0 LLQ =• a F_ w z� �0 zr~ O • N O H w w U. Z w U= O H, z MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 -5412 Fax: 2 6-13 50 GDW 4/17/2002 I Of ((o Fax: 246 -1395 By Ck d % � Date Page Project Name Location Client Ming Lee 02 -RBG -18780 Tukwilla, WA Project # 020305 Imperial Manufacturing interior box seismic zone 5 weight calculations loading uplift - - .- • -;._r F y 3 1/2" WFU with Steel Skin . • (Roof Panel) 26 ga STEEL SKIN • 2 x 4 RAIL Core Thickness c := 3.5.in 2# URETHANE Panel Length ��. Z • 4sY hr! unMxd�w I = • Panel Width W:= 47• in ~ w re • Skin Thickness > 2 � j . . QQ = J U = Panel Thickness h := c + 2.t h 3.536 in l v 0 co o 47" u) I LL1 w 0 2 MATERIAL PROPERTIES g 5 LL < 2# Urethane: = a Unit designations used: i- w Fbf := 6.75•psi ? I F 11.2. psi kips - 1000•Ibf H O of := p kips w w E 475•psi ksi =— � A := ON - 2.1.5•in)•c A = 154 in 2 1° 2 U 0 Ibf 0 co 3 A lf a — 0H Ic c •44 in l = 157.21 in f = w { 12 �' �• psf = — u- 0 Adhesion ad := 10•psi 2 ft fii z ca Shear Modulus G := 262.psi lb = Ibf U 0 F- 26 qa Steel Skin: Z Fb := .66.36•ksi Fb = 23.76ksi • • F := 16•ksi E := 29000.ksi • , A := 47•in•t•2 A = 1.683 in 3 3 I := 47• in (c + 2•t) – c I = 5.206 in 12 / / / / 2 x 4 HF #2 Rail: Load Duration r op ,� 0 Size Factor CF := 1.5 la ..,,As . / : * C , f� 1,... Fb := 850•Cd•CF•psi Fb = 1275 psi r o' r # , ; ; F := 75•Cd•psi Fvr = 75 psi ; :; : ; 6 1 «; ,144 E := 1300.1.03•ksi E = 1.339 x 10 psi cn:, , Arn;t := 2•(1.5•in) c A rai = 10.5 i n 2 , lrrr 4�- ' 114 i� �, a 9570 SW Barbur Blvd Project Name Ming Lee 02 -RBG -18780 Project # 020305 Aj?; �^� =F:or� Suite One Hundred Ma Portland, OR 97219 -5412 A 74 ', � $ t` f , : ;" Location Tukwilla, WA eirl s- t -a` MILLER I m erial Manufacturing r.y�11►,/ Client Imperial ��r,�= CONSULTING (503)246 -1250 GDW & 4/17/2002 7 Of I RS Fax: 246 1395 By C kd Page r.;m., raw.. w ............, .....,, wry.- .>•�mr• . _ _ __ . I 3 . . Trail 2.1.5 in• 12 Irai1= 10.72 in • Composite l: Core Ii := E • Il = 2.575 x 10 3 in Es Rail I := Erail , I2 = 0.495 in Q Es W • Skin 13 := Is I3 = 5.206 in I := II + I2 + I3 I = 5.703 in Q ■ J 0 Moment of inertia per foot of wall panel = I := w •ft I = 1.456 in w W J = / / Section modulus = S := I S = 0.414 in / / (.0 t (2) h +c w0 2 � g { u_ a CHECK DEFLECTION Let maximum deflection = U240 M N d _ , Rail Stiffness: ; I iw ;� , N z H total rail width 1'° G!3 L 'iF l�ladtizzi a 2 I- 0 effective width of skin at rail section t := c. i1 – — t = 1.576 in w w 3 3 Fvf 2 p f I's:= (bf +2•t +2'� —c I's= 0.681in Ito , 0 H ' "rail Es •"s 4. Iran "rail = 25.48in H 0 Era w I— Elrail Erail' "rail Elrail = 3.411 x 10 7 lb•in 2 t i U = Steel and Foam Stiffness: O ~ z 2 D := E s•t• c D = 3.179 x 10 • i 2 , D•(W — 2.t 7 2 i • El := EI f = 7.54 x 10 lb. in 1.44•EI _ _ c, 4 1� tot 12 1 ,:,,�;,,;,, , : {� :,' we • c 47 ft I 7 ) pfF � • 15. —•L ''jj�r � 8 ti`YYY.w r3 : f • +c7.r t:r5N 9570 SW Barbur Blvd - s Project Name Ming Lee 02 -RBG -18780 Project # 020305 7,i; ; a Suite One Hundred I' Location Tukwilla, WA • #�� ; '' '' . t'k .din X' - i i, � MB Portland, OR 97219 -5412 ', .��7u.`� ' ; co MILLER Client Imperial Manufacturing ' WtRA CONSULTING (503 )246 -1250 p m.,1 ENGI NEERS Fax: 246 -1395 By GDW Ck'd )(0 Date 4/17/2002 Page 8 of l 'E „. • r,u x.. 5�3 ” M�4 .. u ✓,.p.frt4n ..�.rt .... ....... ...v. �.., ...., �.. :...� � �r - w..r, p,.. ........... r.v.Pw •n's'a+!k1i+,va, °;.^,GrxL6N'jC1F.•kYii `h1y .rtMA.. +Y�.. »e•u. um ..x t � � .N ` v.. .. InaY . , t• 1 1 ' • !� • CHECK BENDING "rail = 25.478 in • S := F 2 rail' 2 S = 14.559 in E1 1.095 x 10 Ib• in2 Z tot = QQ Elrail = 3.411 x 10 re al QQ Jo Fb 12 1 _ U O w= •— — N3 d S F o / b • / L 2•EI 47 ft ., :. , ;, �,' l P / 11.1 w rail O w } • Q I • d W Z = H- ZI- 2 a • 0 N 0 1— w w . I - 1 � z ` 111 0 z I , 4 ,:44V • t u x `+ ; r E • � ^ . .i i 1 , 9570 SW Barbur Blvd1111�ti Project Name Ming Lee 02 -RBG -18780 Project # 020305 Suite One Hundred 4 �. Portland, OR 97219- 5412 Location T ukwilla, WA . MILLER Client Imperial Manufacturing F< . CONSULTING (503)246 -1250 G DW // �°�� /�, 4/17/2002 O "'� ENGINEERS Fax: 246 -1395 By Ck'd f(( Date //00 Pag f 1(.0 �, ^� I - - -. — WALL PANEL: (Per 1997 UBC "Sandwich Panels" See Section 2325) Bearing Wall Panels 5 psf on wall panel Exterior Sheathing: 26 a Steel Skin 6 `= i" 8 9� g E := 29.10 •psi Rails: 3 1/2" WFU = �, ,i_ ? z • E 1.3.10 •psi p � Q Interior Sheathing: 6 a Steel Skin 6 �` 9� g EI:= 29 10 •psi Affi Z • } t t + t + ti ttotal = 3.536 in ❑ Height of Panel: 0,4, —J 0 UO Width of Panel: w := 47•in co w t W iiiI ; „ ,a f p e j Width of Rails: v 3 / � A } Convert rails and interior sheathing to exterior sheathing: E E < n 1 := — n l = 1 n2 := — n2 = 22.31 rn ❑ Et Er = W i•-- _ ? I— I— O Normalize per foot: • z I— WW w l2 M b i := w• 12 bi = 12 b := r• b = 0.03434 U N n 1 •w n2•w • O — ❑ I— wW I— ---- w O • w z U= O I z Determine Location of Neutral Axis: . Shape y A Ay c AcA2 Exterior y = 3.527 in A = 0.215 in Ay = 0.758 in c = 1.759 in Ac = 0.665 in Rails y, =1.768 in A,. = 0.12 in Ay, = 0.212 in c = 0 in Ac,. = 0 in / Interior yi = 8.95 x 10 3 int = 0.215 in AN = 1.922 x 10 3 ir1 ci = 1.759 in Act = 0.665 in Sums: At = 0.55 in Ayt = 0.972 in / Ayt / / I Yc:= A Yc = 1.768 in / / • t / -- 12 •t -in • b bi•ti , . I r „,t r 12 I . 12 Ii . 12 n. cf,, . , _ Flo. 4 4 4 . ' .: I 0.00000574 in I '= 0.12268 in • I• = 0.00001 in ti s .41 . g I 9570 SW Barbur Blvd t., Mow ' .. Suite One Hundred Project Name Ming Lee 02 -RBG -18780 Project # 020305 1.1, Portland, OR 97219 -5412 Location Tukwilla, WA ' '4),;,W' I r MILLER Imperial Manufacturing t Client . ' R "'” ' � <�.„;, . i ���� ,. � CONSULTING (503)246-1250 ` ENGINEERS Fax: 246 -1395 By GDW Ck'd )r,/ Date 4/17/2002 Page / 0 of 1(p ° . F . xi'4, , ... atsrn•.iu;o,., :56 +' iwk:.d.11R dvS•7ge"Rd'W.'- . "t, 1A37 r " • iw;t , (w.kML'ryt'3'Yl.: u ..:. .... _ . _ • Tract T + Acr Tiact 1i + Aci Teact := T + Ac . Teact = 0.665 in Tract = 0.123 in Tiact = 0.665 in • 'total Teact + Tract + Tiact Ttotal = 1.452 in Z !total W • 3 • 1-. Z St := St = 0.821 n c4 2 • � i ttotal - Yc) . Q U 0 Sb :_ 'total Sb = 0.821 i W W / Yc / / / J I h =h h = 192 in >- „:?:.. CO n 'Ee' !total 1 u ' n i Pcr :_ (II • N . 2 12 Pcr = 5583 Ibf = W 2 . 1 •in + ' Ee''total) ft = ( l P) • [(hp)26(ttotal + tr�'Gc] ZO W 2 : . C : = .5•�E G C = 7670 psi 0 u) Load: o I tu i� ' 5� �M1 perpendicuar to wall in �' 1-- ' � ti 5.0).0.1728. — w h 2 12•in ft ft Ei A := + A = Ab + As A= 0.349in 0 384 •Ee'Ttotal 4 '(ttotai + t P L_— . , 1 � : z :Ai In ya .: F ti'„r �Ni ' i • • er lineal foot along top of wall I;�i�IL I: . Amax := A A ,. = 0.355 in Delta max less than Delta allow? 1— • P I It 11, �1 L c r �.'.' a,' i7� Aailow = 0.8 in 1.5•co•h to + P•A ft ft fbmax S final / fcmax = 2377 psi / Pft/ / - / / • f = 2590 si fcmax less than Ccr? ✓ fcmax := 12•t + ti•bi•in + fbmax cma�C P t, , . C = 7670 psi 12•t in + t••b••in F = 12995 psi Fc grea er than fcmax? V r< h .� ,;'� 1 Fc less than (.6)Fy? ,4 7 ` k Z. f 9570 SW Barbur Blvd Project Name Ming Lee 02 -RBG 8 80 Project 0 30 'fi - Suite One Hundred -1 7 Pro ect # , 20 5 j{� ` ., ,a„; ' _ Location T ukwilla, WA Portland, OR 97219 -5412 SIy '' " `” C ip.,,,MILLER CI lent Imperial Manufacturing t �4 J ry, tt .��:�;r� CONSULTING (503)246 -1250 AWL i. 1 ENGINEERS Fax: 246=1395 By GDW ' Ck'd , Date 4/17/2002 Page Of . .��v. n.....v..•. ..... .ivwH, rn:aMr.aJ+lnAw • ...... .... .. .... vww .. .. , .. . . 7 - i• \'Y • HDU with Steel Skin . (Roof Panel) 26 go STEEL SKIN 2x4RAIL Core Thickness ' ft M3,S;tn 2# URETHANE Panel Length ;.'� �yyyy`YY z "IN!!- 111!N!NNfNlliNl . Panel Width W := 47.in H Z • Skin Thickness m Panel Thickness h := c + 2•t h = 3.536 in v O • to 0 47" W = / � r J I'- 1 IL! O 2 MATERIAL PROPERTIES g 5 2# Urethane: d Unit designations used: - w Fbf := 6.72•psi Z H Fvf := 11.2•psi kips ]000 Ibf Z O E := 475•psi ksi = kips 2 ui 2 D p A (vg — 2.1.5in)c A =154 in . to U _ 01- _ c3.44•in I = 1 21 in plf I W W I c 57. 2 U 12 psf — Ibf • i- o Adhesion ad := 10•psi 2 U Shear Modulus G := 262.psi lb = lbf 1 j O ~ 26 qa Steel Skin: z Fb := .66.36•ksi Fb = 23.76 ksi ' Fvs := 16•ksi i E := 29000•ksi A := 47•in•t•2 A = 1.683 in . 3 3 I := 47.in (c + 212 — c I = 6.791 in / / / / / / . { 10# Urethane Rail: • Load Duration Cd := 1.0 / ` gy Fbr := 95•Cd•psi. • . Fb = 95 psi x F := 67•Cd•psi Fvr = 67 psi ' r � : Via. Ertel := 3.0•ksi Eraii = 3 x 10 psi ;" A ' 2 (1.5 in) o Aran — 10.5 in S 1'�'`." Aran N 9570 SW Barber Blvd S xt Project Name Ming Lee 02 -RBG -18780 Project # 020305 Suite One Hundred r� '` " 'c!�: Ma Location Tukwilla, WA x`�f� ' `d' ` Portland, OR 97219 -5412 : MILLER Client Imperial Manufacturing ��d'"' Y'l:S7tYij WIN CONSULTING (503)246 -1250 GDW ' l/r , 4/17/2002 Page (( of (0 ENGINEERS Fax: 246 -1395 By Ck d i� rMA' Date i ) - -. . -• .1: r -.. t . ..--.. . ' . .._ , . . . . . f = 10.72 in Trail := 2.1.5.in.— .3 12 E Composite I: Core II := —..I II = 2.575 x 10 in Es • , Erail ., Rail 1 2 := — frail 12=1.109x 10 4 Z < Es I 1- . Skin 1 3 := Is 1 = 5.206 in 4 I := II + 1 + 13 1= 5.21 i , i n 4 IX Lu 6 ...i C.) A 0 0 • Moment of inertia per foot of wall panel = I := — 1.33 in ro 0 w u) in / I /3 / Lu I _.J I_. Section modulus = S := S = 0.378 in co (h + c) ID 0 2 2 g 5 • u. < I CHECK DEFLECTION Let maximum deflection = L/240 PPM co - 0 i I— LI Rail Stiffness: ' i z 1- total rail width Fp aklenogallzu 2 I- 0 z '- effective width of skin at rail section t := c. \ II - (— ad t = 1.576 in W W Fvf 2 D x (c + 2.t) 3 - c 3 D 0 I' := (bf + 2.to. I' = 0.681in 4 . 0 w 12 0 Es 3 i uj "rail :=• T — * + Trail "rail = 6.6 x 10 n 4 LLJ i 0 I • Erail 1.- ETrail:= Erail*T ETrail = 1.979 x le lb. in i Z ii co 0 — -±" Steel s— and Foam Stiffness: 0 I- z D:= E — D = 3.179 x 10 lb.in 2 D.(W - 2.t t El :- Ei = 5.623 x 10 2 lb.in 192.c.D 5.L 2 +1 [ Total Stiffness: / / / Eltot :0 ETrail + Elsf ETtot = 7.602 x 'di lb.in 2 / / / Allowable uniform load from deflection: . 414,79' , . 144 :ETtot 12 1 to,6 :- 0,4...400 / r °)---- cA 3 47 ft kv 45 . 15.-1, 8 • OVA rArAt=h4 9570 SW Barbur Blvd Project Name Ming Lee 02-RBG-18780 Project # 020305 , , ,? 1 1t't.irl I N g Suite One Hundred 4 ' ■ Mk Portland, OR 97219-5412 Location Tukwilla, WA • ' , , 4.1.,,& ,,,., 0.3 MILLER Imperial Manufacturing Client W,V,41:14' CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By GDW Ck'd y:coDate 4/17/2002 Page 1 of ((, gd401 .., -- • -cr . CHECK BENDING . I's= 0.681in 1 S := I' S = 0.389in C EItot = 7.602 x 10 Ib•in Z HZ 7 2 • . Elrail = 1.979 x 101b in tY tu 6 Fb 12 1 0 O (ob. • L 47 ft { !:fat' :=4 1 /105F. qt___ _ Ww / / rail / / -J 1— NIL w u_ a u) . a I — I- ILI ? _ � I-- O t z I— 2 n . D p U • . 0 1— WW I u-O p . \ ' I ' z i / / / / / • / Viii, :iS ` *'.. ya , i fitiA 9 i Project Name Ming Lee 02 -RBG -18780 Project # 020305 d ' ''' l MD Portland, OR 97219 -5412 Location Tukwilia, WA ` ex,H0 MILLER Client Imperial Manufacturing g} CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By GDW Ck'd 1/7(1,14. Date 4/17/2002 Page 111 of 1 (0 ," } , t N .. v WALL PANEL: (Per 1997 UBC "Sandwich Panels" See Section 2325) . Bearing Wall Panels 5 psf on wall panel Exterior Sheathing: 26 ga Steel Skin E := 29.10 1 , i I � i i ; ! 4" HDU Z Rails: E = 3020 .psi ��' �'� Interior Sheathing: 26 ga Steel Skin El := 29.10 ' ,j;� %, H z s M �r4.,L tY w • • Height of Panel: ttotal t + t + ti ttotal = 3.536 in 6� D },aC r� J '� _I C.) Width of Panel: u) O q, r CO W / / 4:u i' .. to Width of Rails: _ U) w Convert rails and interior sheathing to exterior sheathing: w O E E 1 n 1 a n 1= 1 n2 := a n2 = 9602.65 Ei Er _ � F W Z Normalize per foot: z 0 b w12 �W ' := w.12 b i = 12 b :_ - b, = 7.97652 x 10 5 ! ni•w n2•w � 0 N . C H w w I-U IL p Z . 0 W U = ~ O t•— Determine Location of Neutral Axis: Z • Shape y A Ay c AcA2 Exterior y = 3.527 in A = 0.215 in Ay = 0.758 in c = 1.759 in Ac = 0.665 in Rails y =1.768 in A,.= 2.792x 10 Ay = 4.936x 10 4i n3 c = 0 in Ac =0in • Interior yi = 8.95 x 10 3 ink = 0/215 in Ayi = 1.922 x 10 3 in ci = 1.759 in Aci = 0.665 in Sums: At = 0.43 in Ayt = 0.76 in Ayt / Yc := A Yc = 1.768 in / / / t 12•t b r r •t / b 3 • , t• • i • e • I� • ' • Ii y t o ., 12 12 12 4 { ` E i 4 4 4 , b ,�', 4 c I = 0.00000574 in I = .0.00028 in Ii = 0.00001 in r ` r�b�� ' a a , p�.j ta I 9570 SW Barbur Blvd 020305 i ✓v $ Project Name Ming Lee 02 -RBG -18780 Project # A. - �:. `1 Suite On e Hundred = 7's 'w 111111 Portland, OR 97219.5412 Location Tukwilla, WA m' `T`°` {`' MILLER a . Client Imperial Manufacturing � l � ^ - CONSULTING (503)246 -1250 ° � ", ENGINEERS Fax: 246 -1395 By GDW 'Ck'd y /.4 4 /17/2002 Date Page IS of /(p ' rn' `k .. .. • . , , .. , ,w: 41, tti a4d'rd S A R 35 $ 14 . 0v . 4 sr e - . . . . . 1 1 ■•. , .. , .-.vn.v.a,.N 1.wvatYw ......., ...,. .. .. ...... .. _. ...... .. - ........ .. ...,. . - ' Tract := T + Acr 'iact :_ •Ii + Aci • Ind := ire + Ac . Teact = 0.665 in Tract – 4 . 4 = 2.85 x 10 n Iiact = 0.665 in 'total := Teact + Tract + Tiact 'total = 1.329 in St := 'total St = 0.752 in Q ( t t otal – Yc) I ~ W 'total Sb = 0.752 in , U 0 Sb Yc CO W / h h h =150 in _I _ S 4 ' Lfirja .. _ . . V. N W b.tj • W 2 2 P _ 7t • 1 Ibf • J cr : G • 2 • 1 2 Pcr = 6687 — W < � h 2 1•in+ E e' I tota l ) ft co d P� [(h) (ttotal + tr�'Gc] ? F— W O s Ccr :_ • 3 JEe'Ec'Gc Ccr = 7670 psi j r Load: v N 0 �;� . ry N: y i . 0 I - `_', , ,4 ' perpendicuar • to wall 4 in3 = W g 1:1W S•m•h •1728•— 2 12.in N��rk,;,a�a l w•h F- V e =eb +es a : = ft ft I + A = 0 .177in 3 84 •Ee'Itotal 4 '(ttotal + tr)'Gc'ft LU N ;E :, ;; ,, er l foot along top of wall ~ i4t::4���r ? I,Fp;��t d Z A Amax := = 0.18 in Delta max less than Delta allow? L.,./ ? �V' t'k h4 a oe 4 e allow = 0.625 in .— n 4- P•e ft { fbmax:= S final fbmax = 1587 psi ' • _ P. ft / I fcmax 12•t ti•bi•in + fbmax fcmax = 1865 psi �� fcmax less than Ccr? • C = 7670 pst y i Pcr ft - }r 34 :, ,,1 , 4 Fc 12•t in + fi•bi• in F = 15566 psi Fc greater than fcmax? '� , „1 itt • Fc less than (.6)Fy? rn .' a 9570 SW Barbur Blvd .. ,:.. tom'. Project Name Ming Lee 02 -RBG -18780 Project # 020305 , �;;,,. \ .�,� Suite One Hundred ;.?;ya ", w • Mb ' ':• � t= f ' � ' ?,�'•� ; �. Portland, Tukwilla, 97219 -5412 � --����: Location � WA { MILLER Imperial Manufacturing '> '' 't Client p 9 �''� 4. CONSULTING (503)246 -1250 •x '' 'l w; GDW ` (, 4/17 /2002 Page /(o of W� ENGINEERS Fax: 246 -1395 By Ck d c Date Pa a ��p 7 '' . .. „■ --~' ` MICA 1 C or Tukwila j Steven M. Mullet, Mayor ; � : .fel, \ ! —1 , of N ° •• kir.:. : Department of Community Development Steve Lancaster Director 1 908 _- April 24, 2002 : f- w Mr. Larry Hunter 6 m 3904 B Street NW, #A U O Auburn, WA 98001 0 0 # w RE: Letter of Incomplete Application #1 \, —J F u_ Development Permit Application Number D02 -106 W 0 Min Lee — 730 Andover Park East 2 J Dear Mr. Hunter: d = w ~_ This letter is to inform you that your permit application received at the City of Tukwila Permit Center on z 1 . April 22, 2002, is determined to be incomplete. Before your permit application can begin the plan i- 0 i review process the following items need to be addressed: w ui Planning Department: Carol Lumb, AICP, Associate Planner at (206) 431 -3670 if you 0 w have questions concerning the attached memo. 0 . i ww Please address the above comments in an itemized format with applicable revised plans, specifications, w 0 and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications Z iii ' and /or other documentation be resubmitted with the appropriate revision block. 0 U = 51 - i In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every z resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not i be accepted through the mail or by a messenger service. • 1 If you have any questions, please contact me at the Permit Center at (206) 432 -7165. , ' Sincerely, . J Stefania Spencer . Permit Technician end , ', "„ , File: Permit File No. D02 -106 �, , „.,1��x �y, , 4,43:1 i , ,, , ...,, ;,,,,, j �y�. L ... �ti d 'i { t » C.3 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 P',,F .. �: .:r n.. �o . .n,.. ax v .i•: >n.µ , ,'wRt f ' • 'r v".. . , _ . "« .!: "' t +iAlitR Cw�`a , tJ.a�rwr�.• e,�...:... ... ... - .. ,.. ..... . .... ri . s ,- , -- . _ ' - . . . • . . -n r- J�NIII., wqs i C ity of Tukwila • Steven M. Mullet, Mayor . N`: ; kir. _ Department of Community Development Steve Lancaster, Director 1908 PLANNING DIVISION COMMENTS = . j- w • J V . DATE: April 23, 2002 N o i . APPLICANT: Lakeridge Re aeration W W I RE: D02 -106 Min Lee J F ADDRESS: 730 Andover Park East w o 2 _ • __ - ,.a,,,. , u.a- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 106 DATE: 04 - - PROJECT NAME: Min Lee a ~ w SITE ADDRESS: 730 Andover Pk E W 2 D Original Plan Submittal Response to Incomplete Letter # c.) o Response to Correction Letter # Revision # After Permit Is Issued J 1 = — W O DEPARTMENTS: 2 �j� n�� Buildin ivision FireP eve tion Planni D iv i s i on 7 co c g P Awe, di ci •2{.oz Aex, 4.x,3.02.. I- i , ub 'c o rs t5 ructural n Permit Coordinator ?,._ li Wk lily / zo W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -23-02 v o O� Complete V Incomplete n Not Applicable n w w = w ~ Comments: P. w O w U Permit Center Use Only 1— 2 O ~ INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: k Please Route Il Structural Review Required 7 No further Review Required F REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-21-02 Approved Approved with Conditions Not Approved (attach comments) n: 1 Notation: — •, '2S ,r : , REVIEWER'S INITIALS: DATE: 4t*yir ,,, rta!� Permit Center Use Only teg IN ' —s CORRECTION LETTER MAILED: ' i f ; ,: • Departments issued corrections: Bldg ID Fire ❑ Ping ID PW C.] Staff Initials: -..t= ,- , .; , .i. pl.oni Documents/routing slip.doc i /. 248.02 ,Ma PERMIT COORD COPY 7 illainallitalla SeNt4SX... S MJgN�e! ren? �Mri.% k4. t3 1molrtgxv oott } +y \!,4"e ^01:tY? 1 4,`4+.7 . ,, ym , '.4 ? ,;: ::::r. - - c. , ...., >..a '4 Building Division Fire Prevention n P Division n = c I- w Public Works n Structural n Permit Coordinator n z 1=- . z� U.1 0 o I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04-23-02 v O w . Com plete ; P.2 Incomplete n Not Applicable n w w '- = U Comments: 1- w Permit Center Use Only 0 H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route I I Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-21 -02 Approved In Approved with Conditions Not Approved (attach comments) 7 mt . <l 4:; „ _„, Notation: fe.- • AL r. ...A - e- L ,,; ..k. , fly „ ;: REVIEWER'S INITIALS: C---AA---- DATE: Z'� 10- :kw Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: . ,J :-: C A Z Documents /routing slip.doc '' ` 2 -28.02 rif r; { ,...as ? ss*rxtow...90,000.40110ao nn ,,,,„0sr: r4n,„„, . t.,w , . .....,.. .,H. ,. .... ..,-, _ - _ - > - . PERMIT NO.: D b2- 1 b („, TENANT NAME: t V L.e. BUILDING PERMITS INSPECTIONS CONDITIONS ❑ I Progress Inspection Status >,10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division ❑ 3 Investigation ❑ 10002 Plumbing permits shall be obtained through King Co Z ❑ 4 OK to Occupy 10003 Electrical permits obtained through L & I < • • ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit H Z ❑ 6 Follow -up ►� 10005 All permits, insp records & approved plans available ce W ❑ 7 Pre -Move Inspection ❑ 10006 All structural concrete shall be special inspected Q ❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified - UO ❑ 60 WA Ventilation/Indoor AQC inspector 0 ❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high- strength bolting shall he special inspected W W ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected W z ❑ 7/ Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila to ~ ❑ 90 Rested Building Division 0 1001 l The special inspector shall submit a final signed report W ❑ 95 Footing Drains ❑ P P g P 2 ❑ 100 Foundation Footings = 10012 Any new ceiling grid and light fixture installation 2 ❑ 200 Foundation Walls ►_. 10013 Partition walls attached to ceiling grid W Q 0 50 Foundation Insulation ❑ 10014 Readily accessible access to root mounted equipment 0 00 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site = 0 ❑ 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have 1— _ ❑ 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation Z I - 0 450 Plywood Wall Sheathing 0 10018 A statement from the roofing contractor verifying tire Z 0 ❑ 500 Root Sheathing Nailing retardant class of roof W ❑ 525 Plywood Deck Nailing 10019 All construction to be done in conformance w /approved 2 D 550 Exterior Wall Sheathing plans D 0 '0 600 Masonry Chimney p CO ❑ 610 Chimney Installation/All Types 0 10020 Structural observation shall be provided for this project . 0 1— 700 Framing ❑ 10021 All food preparation establishments must have King Co W w 750 Roof /Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of I =,., 0 800 Floor Insulation 10023 Notify Building Division prior to placing any concrete u- ~O ' [4: 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected Z fr 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated Ili CO ❑ 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected _ ❑ 815 Lighting and Controls >Z10027 Validity of Permit O I— ❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit Z 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 10030 No occupancy of building until final insp by Bldg Div . ❑ 1110 Pre -Move Inspection ❑ 10031 Comply with requirements of TMC 16.04 ❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat ❑ 1120 Pre -Demo concrete ❑ 1 140 Pre- reroof 0 10034 Removal of septic tanks require approval and , ❑ 1400 Final -Fire compliance with King Co Health Dept. - 1700 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect . ❑ 1 00 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 10038 A C of O will be required for this permit ❑ 4001 Special -Bolts in Concrete (1 10039 Final approval for all TI %v/in the limits of the SC Mall ' ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 4005 Special -High- Strength Bolting - ,,,,c 0 4006 Special-Structural Masonry ❑ 10042 Fuel burning appliances "`L�'`'i� ❑ 1 which generate !� ❑ 4007 Special - Reinf Gypsum Concrete ,: �.. ❑ 4008 Special - Insulating Conc Fill ❑ 10044 Water heater shall be anchored 111 �, ;,_ , a. ❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroof z . , r�' : ❑ 4010 Special - Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial . 'ti. improvement :eve flotation" `tom: ., ❑ 401 l Special- Shotcrete P rovement shall be anchored to , P � `,, ',. ❑ 401 Special- Grading, Excav /Fill ?n ❑ 4013 Special- Retaining Wall b� ,: 4014 Special - Panels Plan Reviewer: Date . , :A.A ' :: ❑ 4015 Special -Smoke Control System ;;;.,`, "` Permit Tech: /YYY Date: ' iv l {fir. h S:.. .. . ,..,...,r, .,,r,. x.a,r . xb+,c..K t o ,k, . . , . , 6? Ki' •darn >ce . J , PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -106 DATE: 04 -22 -02 PROJECT NAME: Min Lee z 11- SITE ADDRESS: 730 Andover Pk E Q w J0 . Original Plan Submittal Response to Incomplete Letter # v 0 w U) ill Response to Correction Letter # Revision # After Permit Is Issued J H co w w 0 U - Permit Center Use Only O H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW El Staff Initials: . , TUES /THURS ROUTING: k Please Route n Structural Review Required n No further Review Required n - REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-21 -02 Approved Approved with Conditions N Not Approved (attach comments) n 4111 a ` .,t � ' , . Notation: s� - '4.5: g, REVIEWER'S INITIALS: �- S/0 DATE: zi _ OcR _ '"'' = Permit Center Use Only } . ' CORRECTION LETTER MAILED: " " - ' ;tc, Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: _, ,: , ;g1,n�7,y {�;, Documents/routing slip.doc i 2.28.02 :t "�; , [,5 ' l hG rims ..,.1 r .. -- ..,.,... PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 106 DATE: 04 - - PROJECT NAME: Min Lee z _z SITE ADDRESS: 730 Andover Pk E cc 2 I`. Original Plan Submittal Response to Incomplete Letter # co W J H Response to Correction Letter # Revision # After Permit Is Issued 0 u. w0 DEPARTMENTS: g 5 • cod Building Division n Fire Prevention n Planning Division y w Public Works C Structural n Permit Coordinator n z= F- -O z 1-- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -23-02 v 0 0 4 0 I" Complete YCrl' Not Applicable C = w Comments: 1- F- . Nor t-,tLctti.�:erei(, . 2 et.�. zdta t; /A- w z — y o N Permit Center Use Only ~O H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: . TUES /THURS ROUTING: 4 Please Route F Structural Review Required n No further Review Required rie . REVIEWER'S INITIALS: l f1i DATE: 44 APPROVALS OR CORRECTIONS: DUE DATE: 05-21 -02 .1 ' Approved C Approved with Conditions Not Approved (attach comments) _ "= A Pp pp pp ; ; ��x; Notation: s :L • S i. s tn+ fo •xi,�� !; REVIEWER'S INITIALS: DATE: , r..'' .�.: Permit Center Use Only i i - . 1 .,= o , �. ■ CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: `'' "`'` ^`'', L . Documentshouting slip.doc �,�; • i/ 2 -28 -02 i;:ai . r9 r?+t 1 +YYA�A?_ n f�. Yrnrs» xw, V' wsMS «�c...+.w.w<..m..o.....a..•. _.......... w..,-.. u.. a . wwen...+,»vwYn4vatx±e!a +r�. n.._:wwe<m.. v,.,.. .... .........- .... .. ..._. ... _. ...... — ! ., '—., PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -106 DATE: 04 -22 -02 PROJECT NAME: Min Lee a SITE ADDRESS: 730 Andover Pk E ~w Original Plan Submittal Response to Incomplete Letter # v O o Response to Correction Letter # Revision # After Permit Is Issued -J H 1 W O 0— Permit Center Use Only 0 M INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1 TUES /THURS ROUTING: \ Please Route n Structural 'eview Required No further Review Required I I ' REVIEWER'S INITIALS: tf'•■ DATE: b4• ?-3 •vy APPROVALS OR CORRECTIONS: DUE DATE: 05-21-02 Approved n A pproved with Conditions , Not Approved (attach comments) n , Notation: � 'r = ` REVIEWER'S INITIALS: DATE: P "" Onti Permit Center Use Only CORRECTION LETTER MAILED: ,"sl. e k � Departments issued corrections: Bldg ❑ Fire Pin `` `''''�``°` " '' • " p g ❑ g ❑ PW ❑ Staff Initials: f.::,, �_1; .4• t ' snSnc.4: Documents/routing slip.doc „S`i v� : 2 -28A2 , /1�r ; ` i/f ' 4.4tI: t ■r ' . •.` `, -,,-a ,,,,•.:.><..: N.If.,i+v , A,,,di• WTiAr,k o,ef`)'°.:`o.s4,AkowAixt00%. ow yuay a 't 1M.• •.,.....,, ..,:..-. yy 4 . .. .. �. _.. _. 1 . - ..-- , -, .......r -... \t i . . . • : ; • • ■ • • Z • . < , i . • , . • 1- • • : i- Z 6 D -i C.) - - . 0 0 REGISTERED As - PROVIDED BY AS w uj • 1 CONST CONT GENERAL , '... • ' • • . . f Lu i . . • . REGIST : # - EXP . DATE -'..•.--... : '. ' -...-•', .- -* -- .... .-•..* .--'-• - — • •- CCO1 -•-• . LAKERRA156B4 02/25/2003 • -- . . . uj 0 .... . • • i :'...:'''''':' ' • .-.' -.' ' .-.... "' " -'' .: •••''' ;:::',.- : ''' • ' -. -,. • • ' .' EFFECTIVE DATE - ' 01/4/1985 ,2 ' .--:-.•., --- ''-'. •.:-. : . • -*: 2 „. .. .. . . .. .. .. . . . . . . . . . . . . .... , . .•• . • . g - - - J , • . LAKERIDGE RFRG & : A/C i CO ., .-: - -:-;:-' LL < 3904 B ST NW 'STE A• ! ,-..... -.,:, : • • (22 a . • . AUBURN WA 98001-2420 .-• : • . . i i • zt ..., • • , . . •.• • 1-0 ., ,.-,.,:-.. ... . Signatuee • ••: ' . . , : . . • Z 1.-- • Issued by D Ill uj . . - . PA TMENT OF LABORAN . . . . . , . . . . • n a H. • . . . • • • ' • .: ... ..' • . . .. . . (..) co , ....- . . . . .. ... .• .... . .._ • . • ,. .. - a 1.- • ' i .. .-.. . • - .-.. -:..;.? :. :.:',:. ,.•:......:...... .: ..,:-.. • •:: : .• ••• ' : . '. '-'t ._-:.. --. . . - '.: . - - : - -., ••"' !.. ' • . • ':- . , • • : ......... f .. . w a . ... •.-•...- •- • . . i 0 • . '. . . . . • . • • • Li: 1 6 . , .. . , . . . • _ . .. . . . . . , z. . . . , •. . . . • . • . . w • .. • • 0 RECEIVED 17-.1. CITY OF TUKWILA 0 I— ' • Z APR 2 2 2002 • •. . • PERMIT CENTER • , I k . . . . . • . . . • . . ., ' , • . ,—, - . ... • — . • • • . . • • .. _ - . • ... . - . -..• • •,- •.• - . • . • • • . • . . . . • . • , . . . • . . ..• .. ... , . , . . ..... , -• - • . .. . • . . . . . . . • . ._ .._ .. _, ... • 4.,•-'---- 1 • ! fOl.'0.7 .,9 ' ,7-;",;',,f ,...i.4,,,.. . ..,•. t,.,,,..!.... . . .,•,,,i„,,,,,,,„, . ,,,,,:.....••• b( 1 •• •••••••.•., , ...: , • , . . , . F • 1 • D 02-0106 • 35mm Dra • #1.5 I'1 • • ( 11'I I . I i l i i � i i i i j i i i i i � i ,;I • • • �. i I I 0 Inch 1/16 6 ;:;e AXIESTTrrr Sl t it i' i)' , ��i�IIIIII�III VIII II iIIIII iIII IIII IIIi!iiiI II�Iii ii�iliili ►ii�lililiiii�il►i iiii�iII I ii���ii��li��i�iI II IiI I III I II III II ' . , . , • ., . �..r. . .. • .. ....... ....... T H E P R 0 P E R T Y • FILE COPY , I understand that the Plan Check approvals are subject to errors and omissions and approval of ► plans does not authorize the violation of any 422.27' - adopted code or ordinance. Receipt of con- o 1111 1 4 tractor's copy of approved plans acknowledged. _ _ •__ M _ Dail Spin N \• 15' -1 350' = - 4 ' a. I ' - I. F. _ By 4 / "�-- �� Date /.�lc�r Permit No. __ 02-- I c�Q — SEPARATE Pf''I 1" --,...„, 1 0 1 0 REQUIRED FOR: _ 1 CC ' MECHANICAL — :::: ::: j > 5IELECTR ?CAL ' w [(PLUM3NG .� , o —I OAS PIPING Typical Bay — ..."..,,,, IN : CITY OF TUKWIL A b -_ 0 BUILDI G DIVISION II s TRUCK TRUCK I r( r-:: � � O � ? � ' , . , . ' LOADING I LOADING _ N' r . • c . 1 1 I _... 9 - c. �, .r Imo .. , ` �, — '‘"•••■,....._. 11 Z s'-.'1V-r,,:-.7!-.Dft.F,-ri.:',0-L1..r.):. 1 ' ';'' ' ''. r - 2 "ff- tr, c -MM. c- - a ..L. 3 e: ,..-. 0 ,11? 3 (Pa A-Mragg Irik Entry Entry ; ROVE RECEIVED �: � : ; CITY OF TUKWIL�. • C at) a ,Oris. ' 0...t ' Ia.:: 'ke . .0- f( .13/r �t, _ .1..„ 1 < !� APR 2 2 2002 b , . �� � " ' /' • tAL- ‘!..; • (i O ■ 6 ' ( N,Iff ArgengrerElke , • . L.. r;-=, ERMIT CENTER 4 N ANDOVER PARK EAST • ..•.. I I I i i I I i t I i l l' ��i.1. I,i .,.I I I i 1 :. 1 I 0 Inch 1/16 1 2 3 A 5 wT 6 ;;:e _7Y r r rrrg-vu , r r e y �IIIIIII1IIII111111I 111111IIIIII1111(11111 I!IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIIII1IIII1III IIIIII Y z 0 111111►►►►I►►►►1►►►►I►►►► ►i►►I►111111111111I1II I I11111111II 1 0 1 ? 1 4 54 j . ? ,,.a L JLA.t ; i7At• V E h4 56 II: w v91,00 1 yet we M M 111111iii1 111111111111111 _ uoUI 0 I I t .1 - CITY OF TUKWILA APPROVED APR 2 5 2CO2 AS y fl j_ i1`L�r1 Di`i !ON - • • P 1.4 , 4O' -0" (490) 31' -6" WE) 6'-6" (102( ° SPL ' * 24114 47 47 47 47 47 47 47 241/ < . ' G ' 8. 67 W59 wee 1,qg o . N° ; Np L` ilt; , -';.'-' t, -----;.,------;., I - ' . ,a , ti., fi b ' . 5 1I8' x 18 1l2' OLU•IAIA BEAM H 5 L SPL 4114 , t ' ; ; , 4 4' / - — — — ( — — — — I -- — — — 1 — — — _ 31 1/16 = 47 . 23 w7e .1 '/ / ▪ t • l y '� ~ � ' ' /// r k: W74 w7e A N . H ,�} 0 ”r14 1 ° I � ^ t� .. , ( � ¢� ' j N n ;1 ZN o , . ve t 3 ' L+��r�3/� • COOLER I m — re t Ip A w Z i 22 \—0011. BY oruERS >It�. � EXPIRES: / t w z o 1 0 < u o as Z U Q p °' <° b o o x I' re R © Z a O §43:.... =o re Q % z °7 SPL 1 1 3 1/2" wood frame urethane Z O B 4 34 LL 4 47 47 47 47 47 47 47 47 23 n, C') U — m W27 W28 W29 ' Wa0 ' W31 W32 W33 ' W34 ' W35 W36 W31 J 1 1 3 1/2" high density urethane 0 Li. O ? ei Eva oz g UGL2.4D0 g1 4465 U 4485 - z W w ¢ j I& _J 'Z, J p 1 76 76 w; COIL B'( OTHERS COIL BY OT 3° N U OTHERS H m cc BEA14 BRACE rYP. Q15 Z O ? a ° e ° SPECIFICATIONS c...7 m 0 C CI 4.3 Ill - H N CC J d I 40' -0' x 75' -O" x 16'•0' indoor cooler /freezer combo a' = � i o (40' -0" x 50'•0" Freezer (no floor) and 40'•0" x 25' -0" Cooler with 8' x 8' -8• notch (no w , L . r� 5 1 /e' x 21' GLU•LAM BEAM f100r)) fq ° 3 ° WALL PANELS c` y ui Construction: 3 l/2' high density urethane freezer 1 i•r z ~ z o 141 2x4 POST - - 3 1/2• wood frame u rethane coole APPROVED z O a ( 4 ) 0 6 PLACES Exterior Finish: 26 ga. rigidized stucco galv. 0 < W ¢ 0 Interior Finish: 26 ga. rigidized stucco galv. Q W Z U g o ° Connections: Lag down / Angle screed 2 5 2' 2 Z a z o N CEILING PANELS 2 (11 0 = c - v KO W o Construction: 3 1/2' high density urethane x w c7 w 3 1/2' wood frame urethane , ;) 34iU f L' .Ii 1D Z n w = uz z � z Exterior Finish: A metal < ..1 L7 :il ; ■e Interior Finish: 26 ga, stucco galv. , ". „ "„p_,,, , ce = 00 m 0 Ceilin Caps: Loose ri .- . + O Lu > u, �l. LYf D V �'J1 )' H O c4 1- Live Load: 10 psf (screen off) U3 111 y — DOORS [A]: 98' 96' horizontal i CO O O OI O I N � I J x single sliding freezer door, 3 1/2 thick, electric V) z Cl) Z 0 z ° t _ 5 11B' x 21' GLU•LAM BEAM q n 9 g , ' , — --I — _ _ _ _ H— _ — —1-- _ — ;� °_ Operator: 3/4 HP w fla operator (460 V 3 0 , 60 Hz) . ?IT I /,......:. t y Frame: 1 1/2• wood flat header (28 ga. stucco galv.) Plug: 26 ga. stucco galy. both sides G7 �'+�°� M N I I -- z v ��� o [8]: 98• x 9 6• horizontal single sliding cooler door, 3 1/2• thick, electric �� a 03rn 1 1 p g Operator: 3/4 HP horizontal electrical operator (460 V, 3 0, 60 Hz) t m c ° Frame: 1 1/2' wood flat header (28 ga. stucco galv.) ^ F., a cacc Plug: 26 ga. stucco galv. both sides U W O o o D FREEZER y PARTS ( 7 � 'n � Z A 'n p 4 / External roof support ►'� y ,. S t g / (2) ea. 2' flush mount dial thermometer w/ capillary (@ pnls W6 8 W76) ' Z ) a o (2) ea. toggle switch w/ pilot light (@ pnls W6 P. W76) Q N p 4 td (1) ea. Kason model 1842 high flow heated air vent (@ pnl A2.A) I1 (V a, a J14 ” (2) ea. EconoMax 5121203 low temp. USDA strip curtain (34) ea. 1 1/2' X 1 1/2• X 96" 16 ga galv Exterior Tie -Down REV# DATE BY a 9 ry _ - _i____ - — _ 5 ,16• x 2,• GLl1.LAM BEAM __ - - —I-. - - ; 1 N RECEIVED - CITY OF 1 "UKWILA LiSi n I 1 4 - APR 2 2 2002 0 PERMIT CENTER DO NOT SCALE THIS DRAWING ° ` 3 ° SCALE: 1/8" = 1' -0" 12' x 10' WIDE " DATE DRAWN: 03/15/02 • EXTERIOR CONCRETE WIDE 43" x 48" DATE PRINTED: 03/19/02 3Y OTIIEF: LAUD DRAWN BY: MIKE BAILEY n LAUDING o ° t IAI JTHERS t YPNLS V3.4 ws _ we Ws /' :; - - s , ....4 0 47 47 ' 27,1/16 CEILING 2892 64 27,v,6 srL 1 47 s L 17-- ° +7 SPL a! 2s7/ev 47y 23v ^ ::::T :2_RB_1?:: sPL sPL 7 WALL PANELS 1 ` TO TAL 6985 150 16' -0" 11921 s' -o" (96) F_ 16' -0" 11421 0 Inch 1/16 1 1 I t I I I I I I I I ;. � 1 I 1 i1 , 11 1. 14 1. 1 11, .i i 1 i t I I I i ) I! I 2 3 ti 5 6 • ,ra.. ,, m�',n� vvrre 0 1 I IIIIIIIIIIIIIIIIII1 IIIIIIIII IIIIIIIII IIIIII IIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII IIIIIII , IIII I N ■ R 1 i •• 4 12 12 ' o.o F UG e 1111:. o0 28 3/1 V2.111 r FOB STRI? :URTF EF,G 0 EY,• . FOR ,. 35 1/0 ElCCTRiC SLIDIYi DOOR oa V2.A r e. . V1.A a, o0 2B 3/ 1 a EXT. WALL PANEL W 12 --- .o - -' 1 i t 35 1/D W2 t. r/� - - - � ' W5 INT. ' _ y - /2 — _ 24 —. 12 .. ° MB x 3/4' PHSMS 2 12' 0. C. 118 f I °O ; ` 11/2 x 1 1/2 x 16 GA. GALV ANGLE SCREED I 1 I 35 1/8 1/4' x 2 1/4' WEDGE-ALL IS GA GAL 1 :.IERS O 1 0 e 24' O. C. 1 IM' MIN EMB \Mil CONCRETE FLOOR (N1C) FCF 06x3• ;IIRIG 1).3 - . W4 W11 W10 W9 WB W7 I W 1 35 7/B YYI . (A) 1 - -- - - -- , ` --- j- - --'= - - -- ws-- -°° l r .... 2 FLOOR LIKE 2 0 PIT SECTION ce D INTERIOR O w ELEVATION K Z 0 z o 00h _; N ' INT. w 12 4 WALL PANELS Q n , , r • O O p0 n. tr 20 20 20 1 i s v c.:. VAPOR BARRIER N Z Z O !KG 9 INT 4 I/2' THERMAL BREA 11" Z Z ct 35 f/8 E ENTER LE ,RICSL DL'IG C00.. W39 52 1// [^ c R. /--- !KG STRIP ' CONCRETE BY G. C. O O [ / m ■ ... F EXT. (3) LAYERS OF U g 8 V1.B 52 /� ! I 2 URETHANE I-- J M 54 1/4 V2. 35 f/8 - V9.B W7BI _ ' > W a. - -- X 20 i ii3 I J - - i / U p J Z El CI ETD 0. 12 I' I PO ?0 — / 24 r% ( t 12 i -. Z B 24 O. C. 1 1/4' MIN. EMB ■ "`, m U 35 I/B 1 11 1 I /.. � W51 SUB -SLAB ��� i/�liil W Q m O m m (..) 5* 1/� (BY OTHERS) I U F W w I D J w W50 W49 W48 W47 W48 W45 W44 W43 W42 W41 W40 W38 1 QQ m I a N r x WI 35 1/8 WBD W79 I W (q O I W77 ,� ANGLE SCREED W CO w I = Z F m 12 - - - - 1 ?0 ti f 1 81 L , PIT SECTION 124 ~ ° `n Z 0 W 0 0- WQ < 01= - cc 2 1 15 G;G�.I.'1I.1111iF5 �Q W � (Q U O B ELEVATION O MY �'ul Q Z a g o< 2 0 2 lelit }1 wcr 0J O -- 0 o it 1 i 1 r r� 00 Zi Y I — x O g 0 tj 1'-'0 ffix�z1-o RECEIVED Q 1_ i _ ° o g 0 P C OFTUKWILA I- w �u. §1- = • '�F�{ j i El. 6� O CO 1 O iw— E , ..--- - -- APR 2 2 2002 . u) ° z� u) z z • _--.......---- D L i i i 1 I 0x PERMITCENTER Ditno, 0 '-1 (nom tA3 O C D ` e 1 1 o o Q NI aN0'2 ed ts' ,f ;)p 12'-0° y ( ? ..' ' .w - f`�4 ;" - -', REV# DATE BY 1 L e f4 E11' 0. -. /� ` ( ^' / ti7 �0 'D / / Q • • i L • • •• . . •• . . • • • . . . . • .. . . ,. . . ..„....._....,...„........._ . . .. . . .. • . : is. ., .. • . .... :• • ... ... vaivaw. AI A - — I [ v r ,. g. ...1,,,../....-:..1... ? `, .u. DO NOT SCALE THIS DRAWING // :0' -0" +4 DL'1EL I' 0.C. "�'� :'' M1 "� SCALE: 1/8 "= 1' -0" I E):IS7INC SLAB � -3 � L ' ` " .'..i `:-., ':) 15" ?MICE, DATE DRAWN: 03/15/02 • E, 6000 ?SF CONCRETE SLAG . r;/ i4 RE21F I2" o.c.1 �, .._- DATE PRINTED: 03/19/02 RAMP ELEVATION ..,.. � i EXTERIOR CONCRETE RAMP' °" °""""'� CHK'D BY: WARREN DESIGN A MATERIAL BY OTHERS BY OTHERS BOX: 1 OF 1 SHEET: 2 OF 3 111011.. ( DRW #: 02 -RB- 18780 -01 1 0(C2 I I I 1 . . 1 1 , , , , , , , I . 1 . 1 . 1 . " (' l,. i i i i i i l. i ` l i i i l i . . 0 Inch 1/16 1 2 3 2 5 6 s t p t i t t iu . , 1 1111111111 IIIIIIIIII II III II II IIIIIIIIIII 11 L t o II I II IIII IIIIIIIII11III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , • , 19 Y. 3/4" :iiwsi5 42 x 3/(" ?H5G5 2I5 • ? li" C.C. Q 12" O. C. \ tit O 318' LAG B 24' O. C. 3 �1 ' 1 -3/8' LAG 8 24' 0. C. 23 47 47 47 47 47 47 47 25 1/2 'h — tn 1 . 1 .11 in IlAt i-- A. r m ,%, NB x 3/4' THS 1 Cl C2 C3 C4 C5 CB Cl CO Co MB x 3M' T HSDSHS Q �i� @ 12' O.C. © o @ 12' O,C. TYP. @ 2 SPLINE BLOCKS n . 1 0 C I o � , 21 1/2 e 7 8 a LOOSE CEILING CAP 4:7).., 121, - -', : y ° =r: % d ra / 3 3 a ) ; '`` i I `t . "..1/4.-.., y. O II LOOSE CEILING CAP 2 `. •�"' /7 . 0� :•; k, ' � � ". •�• r^ 1 e � ` r` t`� / r te . ' ; � `• . ' 1 at' :• 1� k�,,, • �i� C P 2xE x 3E" 67.G = j "fir �e 'i l i d +i T y "? D K JJ e i / '3. LEG ISI :OTy 1:40.5".j I. . e / i k: cia c11 C12 C13 C14 C15 C1e Cl? C1s c19 C20 m S.L N.. • - :c- •- 1 - .1 i 1 T N� O 0 0 0 1 ` !. ' .i•., 5 H REQUIRED RAIL © �'� J O RCQUIRI © ' I'''...)• Z J O Y DLL rt IL � r � � � �" l % .d ' 4_. f Q 0 O Y R..QUI..EG SPLICE DETAIL LU r EXPiizn_r i ...... / .... �/ j1 O Q' W / / G / . F ALINE BLOCKS ` ( P s d Cj U z - Q • f 0 Z LL O Z O G LU -LAM BEAM l 3 I/2' x 3' x 1/4' !- vi GLU -LAN BEAN L 3 H2' x S' x EA' �` /- B BOTH SIDES OF BEAM V g 0 = � B BOTH B H SIDES OF BEAM /// w © (2) 1114 x 1 1/2' PHSMS (STAGGERED) CEILING PANEL ' T ( 2) 1114 x 1 1/2' PHSMS (STAGGERED) Q j W a o CEILING PANEL ;HO; VELD 6 PA INT z U W O m MIN 1 VELD d PAINT 3/8'0 x5 1 /2'LAG BOLTS /� U Z 3 /B' 0 x 8' LAG BOLTS ). U3 C21 C22 C23 C24 C25 C26 C27 C2B C29 C30 C31 TYP 2 2 1/2' x 3 1/2' x 5/16' x 4B' BEAM SPREADER ]i 2 a J R TYP B 2 L 3 1/2' x 3 1/2' x 5/16' x 48' BEAM SPREADER '/r/ / � Z j J N a a CC l— C.-) W W p m WV 11111111111111.1111111111111/ + 11- m d U tilF.5. I -- W J J TVA. @ 8 W O 0 C W W CO W co P BEAM SPREADER DETAIL f- o co a 5 OBEAM SPREADER DETA O p e e oil 1 I lmvilot 0 4,1 W Q ° _ ° z C P i pr q a z v g lk- rZ 5 ° a t — N J Z p (n W U? Z U w iii Cu C30 CM C32 C33 C34 C35 C36 C37 Cie C39 p"� a'T �. y m Z Y )— = O = p o � iiiFl` �1 S. umz N ,^ c c2 / , I) O m n, p GALV. STEEL STRAPS / = J 1.4.j 1 L.- ' O W g o 9 g W rn e 23 1/2' O. C. GALV. STEEL STRAPS 1- 1_ g a MIMI �_ �, , a 23 1/2 O. C. j 0 y BEND OVER BEAN AS SHOWN f Q u y AND NAIL 1 " I t � ` , r'4) . ` y It rf ) 2 s' OVER BEAM ANDSNAIL O O O O O I u) O I -J mo. :J' V i Mill co Z z (n U Z MN (3) I6d NAILS C (3) 'SIMPSON NIO STRUCTURAL NAILS (3) 'SIMPSON N!0 STRUCTURAL NAILS (3) INSTALL WO N10 NAILS NM INSTALL WOOD SPLINES ED 4 5 MN ( 1 PER CAM LOCK SLOT> I�1 (, ,7 ', , C 2 N e z l U LC3 LC) O P CEILING PANELS t/ CEILING PANELS C il CEILING PANELS • ^ zgoo a ibrE • O BEAM SECTION DETAIL OBEAM SECTION DETAICEIVED N C40 C41 C42 C43 C44 C45 /C46 C47 C41 C40 C50 / CITY Or TUKWILA 7 '' No 0 AA APR 2 2 2002 ~ NM., gli=114111) © REV# DATE BY PERMIT CENTER _ _ i (2) P14 x 1 1/2' PHSMS (2) 114 x 1 1/2' PHSHS_ 5 • B BEAM 3' x72 20 GA GALV. STRAPS BREAM 3' x72 20 GA GALV. STRAPS 3 3 B -0' 0. C. B BOTH B8' -0' 0. C. 0 BOTH = MININ S 1 DES OF ALL BEAMS. S I DES OF ALL BEAMS. Q (2) NB x 3/4' PHSMS M (2) 18 x 3/4' PHSMS ' B CEILING PANEL 0 CEILING PANEL 1 DO NOT SCALE THIS DRAWING MIMI n C51 C52 C53 C54 C55 C56 C57 C58 C59 C60 C81 N 1 SCALE: 1/8" = 1'-0" mew min mei -- MIN ME CEILING PANELS '' CEILING PANELS 1' DATE DRAWN: DATE PRINTED: 03/15/02 03/19/02 DRAWN BY: MIKE BAILEY L J 5 BEAM BRACE DETAIL OBEAM BRACE DETAIL CHK'DBY: WARREN I- - - 3 BOX: 1 OF 1 23 47 47 47 47 47 47 47 47 47 33 3/8 1 SHEET: 3 OF 3 sillmill a 3 CEILING PANELS / DRW #: 02 -RB- 18780 -01 I . k 1 I I • L ;i • I • I ,, k I i i k 1 � 11I i 1 "k 1 1 I I k I k 1 I 0 Inch 1/16 2 3 4 1 5 6 1 1111 1111111111111111 IIII1IIIIIIII11 . 1111 1 1III1IIIII . i . li111111 111111111 111111111 11111111Ihiu11111111111111111III�IIIIIIIIL1IIIIIIIII1II , IIIIIII1III1I ,