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HomeMy WebLinkAboutPermit 5256 - Nordstrom - Storage Racks■ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-10g '849 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address 100 SOUTHCFNTFR MAII RETAIL JACOBS VISCONSI & JACOBS 25425 CENTER RIDGE RD BROWN SYSTEMS 3825 FIRST AVENUE S. FOR BUILDING PERMIT ONLY PERMIT # S 2 S-E, Control # 88 -076 (513) Suite enant NORDSTROM Assessors Account # Phone # (216) 871 -4800 CLEVELAND, OH Zip 44145 -4122 Phone # 624 -6522 Zip 98134 SEATTLE, WA Sq. Ft. "I t FT. 'Office Storage/ Warehouse Retail Other Occ. Load 2nd F1. 3rd Fl. Total _ _ Fire Protection: ❑ Sprinklers ❑ Detectors Zoning Type of Construction Fees sq. ft. @ 1st F1. S sq. ft. @ 2nd F1. S sq. ft. @ other S sq. ft. @ other S Total Valuation of Construction S 168,700 Bldg. Permit Fee Receipt #Iv4 / S Plan Check Fee Receipt # S Demolition Receipt # S Surcharges Receipt #30 6/ S Other Receipt # S Other Receipt #► S TOTAL 440.9.6_ 3.50 $ 444.46 Special Conditions FUR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary ❑ Single Face [] Double Face ❑ Wall Mounted ['Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION UN wURK IS ".S•'ErUEO OA ABANDONEU FuR A PERIOD OF 180 DAYS AT AMY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ ANO EKAMINED THIS APPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT. ALL PROVISIONS Of LAWS ANU )RDINANCES GOVERNING THIS TY OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TU GIYE AuTNORITY TU VIOLATE EL THE ,OVISI OF ANY %OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. S igntlt_ Date LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I ma 11 nsyd" under pro, sloes of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signatur 4 ..--- ( ) ( ) OWNER - BUILDER DECLARATION 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure Is not + ^aea or offered for sale. 1, as owner of the property. am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA r- Building Division t 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -10; IS4q BUILDING PERMIT Work to be done T_i. (RACKS.) Site Address 100 SOITHCFNTER MALL Suite ! Tenant Building Use RETAIL Assessors Account 0 Property Owner JACOBS VISCONSI & JACOBS Address 25425 CENTER RIDGE RD Contractor BROWN SYSTEMS Address 3825 FIRST AVENUE S PERMIT Control 0 88 -076 (513) NORDSTROM Phone 0 (216) 871 -4800 CLEVELAND, OH Zip 44145 -4122 Phone 0 62d—F522 SEC TLE, WA Zip 98134 } FOR BUILDING PERMIT ONLY Sq. Ft. sI s t`FT. Office Saretorao usge/ e W h Retail Other Occ. Load 2nd F1. 3rd F1. 1 Total Fire Protection: 0 Sprinklers El Detectors Zoning Type of Construction__ Special Conditions FUR SIGN PERMIT ONLY Fees sq. ft. Es sq. ft. sq. ft. @ sq. ft. 8 1st F1. S 2nd F1. S other S other S Total Valuation of Construction $ Bldg. Permit Fee Receipt tf..)44. $ Plan Check Fee Receipt 0 S Demolition Receipt 0 $ Surcharges Receipt 0 33 6/ $ Other Receipt 0 S Other Receipt 0 $ TOTAL 168,700 440.96 3.50 S 444.46 Q Permanent [] Temporary [] Single Face [] Double Face [] Wall Mounted Q Free Standing Building face Setbacks: Front Side Side [] Other Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES MILL AND VOID IV WORK ON CONSTRUCTION AUTHORIZED I5 NOT COMMENCED WITHIN 180 DAYS, OR If CONSTRUCTION UR wURK IS YEsuEJ UR ABANDONtU FuR A PER100 OF 180 DAYS AT ARV TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ A110 EXAMINED THIS APPLICATION AND KNOW THE SAME TO 11( TRUE ANO CORRECT. ALL PROVISIONS Of LAWS ANO )R0INANCES GOVERNING THIS TV OF WORK WILL 81 COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TU GIVE Au' •ORITr TU VIOLATE EL THE _. I51 OF ANY +OTHER STATE OR LOCAL LW REGULATING CONSTRUCTION ON THE PERFORMANCE OF CONSTRUCTION. Sign Date -3 -7e LICENSED CONTRACTORS DECLARATION I hereby affirm that I am li ns under pro skins of tM Susiness And Professions Code, and •y license is in full force and effect. MAO '— . -, r Contractor (signatur- OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or .y employees. with wages as their sole cOMp. satlon, vill do the work, and the Structure Is not ..1P0 ^r offered for tale. ( ) I, as owner of the property. as exclusively contracting with licensed contractor's t0 construct the project. Date Owner (signature) Type of Site Address Requestor CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Inspection /D© jc=/A107// INSPECT1N RECORD PERMIT # 5 Q� Date •7S,/F Special Instructions 4/pe Z: ^z <2491-‘3—* h.GGn, k ce x'00 Date Wanted '`:`,/k";.3 <'qq:p ►m. Project %#- Phone # 9'Bc) �'r Inspection Results /Comments: Inspector Date / (,) -- - � THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. All permits to be posted at job site prior to start of any construction. 3. All structural welding to be dome byIu.A.B.O. certified welder and special inspected (Sec. 306, UBC) 4. All construction to be dome in conformance with approved plans and requirements of the Uniform Building Code (1985 Editiom)v Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facilities (1986 Edition). zi-raect® TYPE 1 SHELVING DESIGN AND INSTALLATION DATA E -Z -RECT METAL PRODUCTS LTD. / 94 RIVERSIDE DRIVE / NORTH VANCOUVER, B.C. / V7H 2M6 / [604) 929 -5461 FACTOR OF SAFETY All safe working Toads stated in our literature are calculated and give a factor of safety of 1.66 to 1 based on minimum yield. They are for static loading only; no shocks, vibrations or other special conditions are considered. POST CAPACITIES Safe working Toads of up to 9000 lbs. per pair of post or bay of shelving can be achieved if the following in- stallation data is adhered to. Posts are cut in exact 1' increments, so that post connectors and frame con- nector slots align correctly. NUMBER OF POST CONNECTORS REQUIRED Height of Unit Number 4'0 ", 5'0 ", 6'0" & 7'0" 3 8'0 ", 9'0" & 10'0" 4 11'0 ", 12'0" & 14'0" 5 15'0" & 16'0" 7 NOTE: A. Position of Post Connectors should be evenly spaced. Always use one top and bottom. B. We recommend using one extra Post Connector for 36" and 48" deep frames. C. E -Z Twist Lock MUST always be twisted Into posts. INSTALLATION OF POST CONNECTORS A. Place two posts on the floor so that the post connector slots are on the Inside. Insert post'con- nectors in one post first, hammer down and lock immediately. B. Then insert all post connectors into second post, hammering them down and locking. NOTE: USE LOCKING TABS AS YOU GO TO PREVENT THEM FROM COMING OUT. NUMBER AND POSITION OF FRAME CONNECTORS Height of Unit Number & Position 4'0 ", 510 ", 6'0 ", 7'0" & 8'0" 9'0" & 10'0" 11'0 ", 12'0" & 14'0" 15'0" & 16'0" 4 (2 Top and 2 Bottom) 6 (2 Top, 2 Middle, 2 Bottom) 8 (2 Top, 2 Bottom, Equal Spacing) 10 (2 Top, 2 Bottom, Equal Spacing) NOTE: A. If shelving unit is 72" or 96" in width, two extra frame connectors must be used for stability. B. Connector locking clips should always be used on Mezzanines and Catwalks connectors, or other special installation where it is necessary to lock the connector. SEE TABLE 1 ATTACHED Table 1 gives maximum allowable spacing between frame connectors and between the lowest set of frame connectors and the floor (see Fig. 1). Values are given for three classes of loads: A. Light Toads 3000 lbs. per Bay, bottom frame connectors must never be higher than 28" from floor. B. Medium loads 6000 lbs. per Bay, bottom frame connectors must never be higher than 20" from floor. C. Heavy loads 9000 lbs. per Bay, bottom frame connectors must never be higher than 12" from floor. NUMBER AND POSITION OF SHELF SUPPORTS & TIE BARS NOTE: Shelf supports and tie bars should always be used together to give Toad capacities stated in E -Z- Rect's Brochure. FUNCTION: The function of the TIE BAR is to stop the frame connectors from bending outward at the bottom. The function of the SHELF SUPPORT is to stop the frame connector from bending Inward at the top and in ad- dition it supports the particleboard, plywood and sectional shelves. Connector Number of Tie Bars & Shell Supports B 36, 48, 60 1 WB, HD, XHD, 48, 60, 72 1 HD, XHD, 96 2 As an alternative use the WT combination tie bar and shelf support for the WB, HD and XHD frame connec- tors. NOTE: The WT combination does not fit the B frame connectors. NUMBER AND POSITION OF TANDEM CLIPS OR TANDEM LOCKS Height of Unit Number & Position 6'0 ", 7'0" 8'0 ", 9'0 ", 10'0" & 12'0" 14'0" & 16'0" 2 (Top and Bottom) 3 (Top, Bottom and Middle) 4 (Top, Bottom, Equal Spacing) FRAME JOINERS [SPLICING POSTS] When splicing 2 E•Z -Rect posts together, always use a 12" stubby post and 4 tandem locks (stubby post clips) inserted alternately at the splice. NOTE: Tandem locks MUST be twisted and locked. DEPTH TO HEIGHT RATIO E -Z -Rect recommends a depth to height ratio of 1 to 4. For example: a 24" deep unit should be no more than 96" high without wall or cross aisle fixing. GENERAL A. Use 36" and 48" wide units if a Mezzanine or Catwalk is going to be installed. B. When laying out, allow 11/2' creepage for each end frame in the row and 1" creepage in depth for each end frame. C. Assembly time per 7 ft. frame: approximately 2 minutes. TABLE 1 Allowable Spacing Between Frame Connectors Table shows maximum allowable dimensions. See Figure 1. E- Z -RECT METAL PRODUCTS LTD. MANUFACTURERS OF STEEL SHELVING FOR WAREHOUSES, LIBRARIES AND OFFICES HEAD OFFICE: 94 RIVERSIDE DRIVE • NORTH VANCOUVER, B.C. V7H 2M6 • TELEPHONE (604) 929.5461 • TELEX 04.352714 EASTERN DIV.: 268 RUTHERFORD ROAD SOUTH • BRAMPTON, ONT. L6W 3N3 • (416) 456.2557 • TELEX 06-97847 Light Loads Medium Loads Heavy Loads Allowable Load per Suction Is the Allowable Load per Frame 3000 # 6000# 9000 # Dimension A Not to Exceed 28" 20" 12" Dimension B Not to Exceed 78" 54" 38" E- Z -RECT METAL PRODUCTS LTD. MANUFACTURERS OF STEEL SHELVING FOR WAREHOUSES, LIBRARIES AND OFFICES HEAD OFFICE: 94 RIVERSIDE DRIVE • NORTH VANCOUVER, B.C. V7H 2M6 • TELEPHONE (604) 929.5461 • TELEX 04.352714 EASTERN DIV.: 268 RUTHERFORD ROAD SOUTH • BRAMPTON, ONT. L6W 3N3 • (416) 456.2557 • TELEX 06-97847 e-z-rect' MEZZANINE & CATWALK SYSTEMS CATWALK SYSTEM The grating or decking is supported between the aisles-ideal for extending existing shelving from floor to ceiling heights. Storage areas used to be thought of in terms of square feet. E -Z -RECT systems let you think of them in terms of cubic feet, allowing you to double - or even triple -the utilization of existing space. Boltiess -easy to build The simple, interlocking assembly allows you to build a mezzanine or catwalk unit from standard parts - without the use of special tools or skilled tradesmen. Mezzanine connectors are pre - punched, making it easy to attach decking or grating. Start with one... build as you grow As more storage space is required, simply add a second level to the existing E -Z -RECT installation. Designed to meet most safety standards E -Z -RECT units are designed and engineered for strength and rigidity, yet versatile enough to meet a wide range of storage requirements. E -Z -RECT is designed for 1.66 to 1 safety factor, which conforms to American Steel and Iron Institute standards. Flexibility -and move - ability The shelves are easily adjustable on 2" centers to suit present and future needs. E -Z- RECT's second level can be used for either bulk storage or additional. shelving What's more, E- Z -RECT units can be easily disassembled and relocated, as required. Improved inventory control and accessibility E -Z -RECT units offer increased visibility and accessibility, greatly improving inventory control and organization. Slow- moving items can be placed on upper shelves while faster- moving stock can be placed on lower, more convenient shelving levels. Quick delivery By standardizing components, E -Z -RECT can offer delivery from stock. Just give us a call. • 1 nor Components for mezzanine and catwalk systems. MEZZANINE AND CATWALK --- SUPPORT DETAIL • Kickpl:Jte — — • • 4" Kickplate , ' • ``-, - - • - • • Kickplate Note: The direction of the grating determines whether a catwalk connector or a mezzanine connector is used Catwalk support CHD Mezzanine support MHD or MDHD Catwalk support CHD STAIR DETAIL USING STANDARD COMPONENTS MEZZANINE --SUPPORT DETAIL Stairs it inside HD connector Note opening is 2 1/16" Prepunched mezzanine connectors U Bolts z Bar grating or decking allows light penetration and air circulation MEZZANINE & KICKPLATE ANCHORING DETAIL HD 48" connector E-Z-RECT stairs can be free standing or attached to existing shelving. Example: Use two 48" sections for an eight foot rise with 24 only HD 48" connectors for 11 stairs. Tandem locks can be used to secure it to tne mezzanine system Perimeter posts are 4ft. higher to accommodate guard rails • POST SPLICING DETAIL Post joiner Two posts can be easily joined by using a post slice For additional strength a stubby post Is attached to the post by using 4 tandem locks inserted alternately. Prepunched 4" high E-Z-RECT kickplate Stubby post Tandem locks MDHD connector MHD connector • • LOAD CAPACITIES ON CONNECTORS Maximum evenly distributed load per connector based on L/180 safety factor for deflection. MHD e0 MDHD e ® if ee II CHD 90° e00e Ir., e `� 30" - - 2050# 36" 1700# 2500# 1700# 48" 1200# 2250# 1200# 60" 1000# 2000# 1000# 1.66 TO 1 SAFETY FACTOR DISTRIBUTED BY MANUFACTURED BY E- Z -RECT MANUFACTURING LTD. MANUFACTURERS OF STEEL SHELVING FOR WAREHOUSES, LIBRARIES AND OFFICES HEAD OFFICE: 94 RIVERSIDE DRIVE • NORTH VANCOUVER, B.C. V7H 2M6 • TELEPHONE (604) 929.5461 • TELEX 04.352714 EASTERN DIV.: 268 RUTHERFORD ROAD SOUTH • BRAMPTON, ONT. L6W 3N3 • TELEPHONE (416) 456.2557 • TELEX 06.97847 PRINTED IN CANADA H/10M/11.88 • City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor 4/13/88 Fire Department Review control number 88 -076 Re: Nordstroms (south east mezzanine) -100 Southcenter Mall Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 6 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) • City o 'RTukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 Gary L. VanDusen, Mayor All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) (UFC 10.307) Yours truly, The Tukwila Fire Prevention Bureau r TELEPHONE MEMO RE: +41012% 1 �QOi'Y? s IZJIIe 6 E `j 1 -fetid vict g6-07 PERSON CONTACTED: J00/4 KL/MQ -- Ki-R ...-N GLiSIC AM41.1 PERSON CALLING: '% -01Z-9393Z) DATE: Z /eB INFORMATION ITEMS: ",67- '3p CIF/C,Ar /0/1� CAU. �oqu .... '°lcojNCk 21\m CALL ab KosleEtA 6LFiuATNAAN 6/2/86 ol4oco N t e“ tv E ALw tI EEO 9DD ►Tfci-i AL T op cR iIP - IrtiLE L `Pei t •t'Ts V ie �TM1 A-307 ,t TELEPHONE MEMO RE: Noe-AT-eon% TD►2I E 6NECUltk, PERSON CONTACTED:_ C0EIVNIv //l2T%J PE, (CoFIvi41&I //IOE6 ) PERSON CALLING: DATE: 4 -2°1- f INFORMATION ITEMS: Sella 4E ;4) 7 vErEk2 /ThWE II it /V4s 4oe '4rr i 7 ppgr ' " .Jr- 77/6 TIM fr772,;Z4JU /N 60p_mer 775 4 7 ; 4flijj TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (2Od) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM #88 -D710 theDSTit'OMS -e4cKS. - I / 'rte .1 / ....'1/ /..'_. /. _ . 64' 11.'IiL,i�.. .. . • 414 I (10 /T2.MEMO) TO: FROM: DATE: SUBJECT: t City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (2061433.1800 Gary L. VanDusen, Mayor MEMORANDUM 0IA N /tx, J -15-8A re 6 ,5 'e(1-1.-U4 V . 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" C4x16 11, S =o, ac C (01,16 OA S��,ZS G P:01(I6 GA S•111 ■o■ S -3#/ a ALLOWeVe tt 11 11 4'17 S4. acLc*' 11 ,1 MEM L_orcps J SG E PJS ,'3 S t� fAPP 1 Or=, z 511 AFL J9P. c-E (--o 0L ) e0(..)-TS hoc, T 'S 1' '.4 10 L 4git 7/? Dot 1.LE, St4- Ship` , /83 /C34-4 JOHN A. KLIMA, PE PO Box 868 Issaquah, WA. 98027 -0868 c(206) 392 -6043 I • Z,1 1 • 14- 71c Imo" ► 4,0' � J 7 510141Pr mat 7 Job No 41-g, 1 / "e IZ /7.3rBi (, ofil_J Title ! ! II '` _ ..) .. _r • -1. I T'/k&je) lOk.) Subject blE44-15 5 14,7,613' Tier (96C M'1413 M = Iel/S41 HDHD r �-1= 14c�`g,# 2—G Si, (2c1A . JOHN A. KLIMA, Ce PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 M 1'►S . I 'Q1uo 8, to, • t go 110 -, IF It11N(! 'll(�n 1' 1' Z' 6r boy 3 ' 1uo 1 'PO 1140* OE ail • ,Job Nu.. (57- t qZ c 3,1Ei7 C 4 of ES) ) Tit 1 e Ill oQ.t it j M cnclria CZ7JIEoL Subject VSS 5 1-i1= c66211. b6211 2 -C (0rt Ito 44 Pi= 120974' 10,0 Z otpr 1 L' 1' 1' z' (01 1' 1' owe 1.11$ 63154 s 31) n( 'il I ■mil'- I too 2' • 7`ot 311() 12 C JOIIN A. KLIMA, PE PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 3sv° r ice, M- 7q �# � 4 1*167 501 Fr —r bo 13to. Job No.67 -f i) tell /ZS 87(9- of. c3 ) Title , 110.0.. 011-0‘ .6 1-4 SO T1 Ce.1 t L yt. 'p /+cuS l0 A Subject, F5 M s MHP M -4154 A, 2e • 4, Ia. (5, 1�1 -X3115 ' 'Si(? oloI,, !ul 11111ntt(tluIl ie1APC 1.. 11 . 4S'S7Pr JOHN A. KLIMA PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 30 , Job No .67 -! 1 m e of g ) ,Title Ii0V1.04 500fZt 1t--4, PMT Scor`,. Subject p'1S 5I4pelif 44 RAGA . 1b4 I 411 DRE) ft +'1= 24o' M H 2783 Z .'64 1 0 ca c3.A M= 4011/ 2-C. 6104cAa, JOHN A. KLIMA, PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 ,JobNo.62- Alt:it.c2 /ZjS % or ) Title Lict2Q ;?At -L ouTN C.&i1c .. Subject, MS 3411o* 2-G 4xrto 4h P-'1= 2:54-o4 f-1 D H-D Z— C. 4X14. 6A. 27. JOHN A. K1.IMA, PE PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 • r► •. V) 10°4,4) Fr S Job No. 67-a pio.e7113157( e of 6 Title - UO(L_ St Subject - - 12)e rM S 100 9P- 45 r -r *10' M 2135A. M PKA 2- Ice) A, JOHN A. KLIMA, Po,- PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 U � Job No -gle (te/1B( 1 of 3 ) Title %Da1xO . AS Soi1T71F circa it Subject �llZ, rOL.L•oc-L) 1 LPrr?0 P1 A DE AS Del-100 00 S n2 AT7o tiJ cv A-7 Trl . rA-c -. 211/464_ tJ 1 r. c o /t. M ( Prr TIM LI G! - 60LO 1 c Tl oN1 • 41-'1 -r-{ (S v op- . 5q ,", o c= 1ZA -G14 k H E.2. A G,J r D Pun-0 ? 1 ODC_u ti Ati a 5(Ye) Se u r-- it L`f Tie- T T %- NUI✓lT3 *,/ c Gocdv M 5 0112--e-0 Tb f- 5 i S T tJTl ( z� 2, V 61-15 i x 0, 8,0 ,20 is co = o, <2 GU tl e0 I+ S Iry ((,v AL 5l3 I N c L-J vG S H c22 Au to e L.opcD) -rL R- 1) 1 T (.-O Fs D COL. 11 /2 O■Jet- TURK) 1 LOPct of COL-. _ - 7)/27(0l12tau / ( , 4 J 4.-063 -rotAL = 1113 vU GI?-0SS i- "r 3 L " ©,c.. 1zuorfm PO i i.Yr OP CoUTAA 01121.0 ) H o c,-Kyr = • (6)(0 0Z U = 2, l6 VJ JOHN A. KLIMA, Pik PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 Job N ate Seq, 2 of 3 ) Title i\iOA.b4 £-14 rJT14 COON L Subject - 5e351 -1(L '€�+''_ 0,4087 6& FA a-14444-1(4A z 1 *-(q AServlit u02.0(4t, n it LA. .71.11:?5,5 -� - Zad.vc) .X 26647 %• 1oL Cok✓l.6(NeD 104, ft AO- t AC, LO t) + S 11)-5w z �6 6� O. 5 1 UU 24(067 70". I gto 3� 1,1,) 7 1 3� �� 131 n (t.r C.oM (3 1 L) tt. G-'lJ I) I N" Pc' (A-L. Low Qua + S 3 w �. • 1 6 _ 6'4°6;751 U.) — r. o�3,x 1/ZS y 1(36 26 G67 ) L) #7■0 Orip 4104 1/0/0007Y.1 1331 # HS-C,14. '""k. "tel S - 11,039x 1331' 2S-34S ,p ZCc 7 (q14.1) COus 1 D -NIA R W..- �. e OUT 5 Hock.) L) /,c Pit) VA, 4,-Es" JOHN A. KLIMA, PE,``` PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 Job No. e4( 3 of 3 ) Title %fLP'Ti )H SOU 714 Subject 5 4t -1ic- 'LOAc0 S C& 5 1 PEit. p QG iL t4 M t c r-oft.oes, 12454,1L , D,C., , 12* 2,47 Sa = 1 602`' 4641 LL- , — 140( i 2 $ Z 16 )(so / = I I Z (4-* co(. bit.. " G.-(16-f- - 7- 12.NA Z,67) = 26o'` tvmt = 13(o 7 C.4 Z3-J 5Ub ‘.aAPN Z U,r3.c., . Pcu..o w Pr( t 1( IrT' (IL cVLU t-1 rJ e-4 Ie,, x1331= 21,2./to obv\OU L`(, "Me i?Teft. fart -coca kf7L I.,.CA0 X02 'pO Q: S 11.- t s I C .) • LOA-OS AL l OLD I TZ+e Cep v.) ()Ed's Tlo k__) PcRO(J� L l"u..,-(0 Z,OP P A (...,402. t frIezzikulOe 'Pt-- Pzll. Po% • 1 71" MEK 1- I 0 ) 31 aeovationes 0. LIM AX1. a 8 MIX I /A M 6:1 oR 8' BEAM AreR PLywoo t" srEn. °Eck' I N4 res 1 1 8 '.0.40 .r0 roe 0 F PECK Keltimirnueta, . 'e'" r1076o."- '941 1 34 Po sr: 0 vA, drag. PL Ire E rhEA/r 12 .5 HELVES TIPICA L END VIEW SHOE 5TOR/1GE 160441 DEPTH „ 2:41: 36"oN +8 " LENGTH 1.0 %yaw oou.8Le oiPrii 24 iv Rouir H PER EA, 12 FRAA4r NORDSTROMS SAN FRANCISCO C,ENTRE NOT TO SCALE • . -; �.� AL1 r: GECT 10. 9.1987 1C1 73 ST M A 56 9 T I:NS I L E• (YILD s rRENC- .'T1 -1) MOOVLVS OF ELASTIC-ITT /k ()•- '- 013573 ,1-1 _POST SECT I ON I'� „ .35 /36 Ks' 28 K J0c psi t = . IDS ( c,A) s LOT S • 154P -- — k (1.411- i 1» 1,203 IZ Ixw r . /05 3 ..4„-:4 P.12 - Ilq 84,4 5xx= O, 1444 74 - 1.41 x, -- r. zyX : Iq .068 S/11 } °'1(5 1z Iscit.1- 0.518 c6vt C, a 14 IS 1 12. 1 270 .14 IS LO tem 1770 R2 .A>�a cu TITLE APE T Posy- bAl ALLIED ENGINEERING COMPANY DIV. OF E— Z —RECT MANUFAC1 UR NG LW. SCALE DRAWN BY1 t'. FOR LOAD CAP/ CI TIES Cf\LCVLATION DATE MIN 18,87 CHECK BY DRAWING. NO. '1" -16' REV. 23 -J UNIFORM BUILDING CODE TABLE NO. 234—HORIZONTAL FORCE FACTOR C FOR ELEMENTS OF STRUCTURES AND NONSTRUCTURAL COMPONENTS PART OR PORTION OF BUILDINGS DIRECTION OF HORIZONTAL FORCE VALUE OF Cy' 1. Exterior bearing and nonbearing walls, interior bearing walls and partitions, interior nonbearing walls and partitions —see also Section 2312 (j) 3 C. Masonry or concrete fences over 6 feet high Normal to flat surface 0.36 2. Cantilever elements: a. Parapets Normal to Hat surfaces 0.8 b. Chimneys or stacks Any direction 3. Exterior and interior ornamentations and appendages Any direction 0.8 4. When connected to, part of, or housed within a building: a. Penthouses, anchorage and supports for chimneys, stacks and tanks, including ontents b. Storage racks with upper storage revel at more than 8 feet In height. plus contents c. All equipment or machinery Any direction 0.323 3. Suspended ceiling framing systems (applies to Seismic Zones Nos. 2, 3 and 4 only) —see also Section 4701 (e) Any direction 0.P 7 6. Connections for prefabricated structural elements other than walls, with force applied at center of gravity of assembly Any direction 0.33 IC, for elements laterally self-supported only at the ground level may be two thirds of value shown. 2W,, for storage racks shall he the weight of the racks plus contents. The value plc for racks over two storage support levels in height shall be 0.24 for the levels below the top two levels. In lieu of the tabulated values steel storage racks may be designed in accordance • with U.N.C. Standard No. 27.11, Whe,* 4' number of stomp rack units are interconnected lee that Thera WC* tisiniinum four vertical elements in each direction on each column line desldned to resit horizontal forces, the design coefficients roily be as for a building *MK values from Ubte No. 23.10 C S - 0.2 f o r use in the tonrwla V - . T I K C S W and W OuN M the fetal deb Mad piss Sd percent of the tack -rated' tepidly:. Wheretlia'dtttl�lr lied 'NW eBhfl tint Hi accordance with thli pirerephi the &AO pioiriikete N6: 21.11 do Rol apply. 3For flexible and flexibly mounted equipment and machinery, the appropriate values of C, shall be determined with consideration given to both the dynamic properties of the equipment and machinery and to the building or structure in which it is placed but shall be not less than the listed values. The design of the equipment and machinery and their anchorage is an integral part of the design and specification of such equipment and. masonry. For essential facilities and life safety systems, the design and detailing of equipment which must remain in place and be functional following a major earthquake shall consider drifts in accordance with Section 2312 (k )'. 14S ' .1011N A. K L I MA 1,'l: s ' P0 Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 ,Job No. ate2h.3 '8'?( 1 of$_,) Tt"t Title NoP,DS, �r+� SoU Subject - 0s0$ ' �`(� M"NT' --f\ P AC4 Ti I G>D) L_0ADS'. Pt-45 toV-6 L-i v L.o A\ 12- ((V rt) T'pct— - I ,, t:) 110 51-I -E t-Ue s 7 I,`Alt.�; 1988 {• (,t I T LA- l .i lc.lr v I LA 1'110.1NING DEPT. hl s LA) S " e.Z..aps r..J 1 r, a 5- F -Lo-ta .1 It aZ...F r?.3 , r-c.., l Le) C't._. = x ' -00'17tz AL. .erw A r''y trG, P5Ei41 f fa, ∎-10 M iz r 1-1 RD = IZCU4-I 14 4a, I27c41 I z, Ca o , I S)o* 12 c,A , I11u* AL Lou aFt 6 cow t --r t,.) (.-O A (), Do() Pi ce f -1.'o K-S i w 24 €' tit r ..0 % 1 f•% 12 i'�z x ;/,(1' t=- 012.881,-14; rrn,rc4 -€% (0,r4 = 1 p = D, /PS( 4510 "i 47Z4 2 N)(71I1` I 4 I•11(7i7boto f 144 01(1)1 4- 'QA9-?.61D,614.� (3h ?iI •M & 7)30= 12,211# I1101IN A. KLIMA, 1E PO Box 868 Issaquah, WA. 98027 -0868 206) 392 -6043 1 ,Job No. - )ate 2'��81 ( 2 of 8 ) Title I0oQ. nio' --t SUTN- PPv I oti Subject Let--1E1,rr PP i1 l es co(., ta.o l.l.L -D 5 -G PO/J S G4 x I G S =o, 5C AL_wwep G [A S'I12,13 1� ezotI, GA ult`n `F - 3,q/ 0 1Z 11 4-111". SDI o c j 70 -f - ;owo b 3ti 1 ti,rr. 010,4C-71T '°` Z/2 �� # 11 0 4' fit?S = 8 S-' 2 Cl/. if Of It n It l_U /'C tY dl,.) cz) C- AJ S raPp1►•-ref, 431+ ri !/ P3 c (-0P0 o L..) e- c_.,-TS F/u- Id, c yo eJ hoc,r ' 1t '4 451 Kw. L 4qtA 767 DOU &Lea `?t #A , /63 4 /534-4 3, ti (- JOHN A. KLIMA, PE PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 Z,i ?27 lie,7' 6 13 P 711 & ,Job No. s (/ Lte Z / (.a of.$_.) Title ! ! ► 241 PA'S tom Subject - I.1= 6 6f M H D ?,S• IS 4 Q' 5 NV0- S13*- 2�) 4,0' 2,X5"1 _131 ,71 G 8%0- 3VV lO 1.. i• 100 b g- 1o0• vet SRI 4+=32 ► edit 6, : 51c5207 Y•y 11'7S4 M d H D 47815# N1= 1 40611 >4 • 2-C Sri (2. Cl t\ . Is• = 733V+' Z- c--100&0A M CM pX:fi . JOHN A. KLIMA, PE PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 i'; tiS iWlo s1o'7pr IRO 11 F UP 1111 Of 'III Z 111 2 3 P luo t v 281411 X740* 260 ti ,Job No, r "'ate3/S7 (4. of ) Title k)oix•5wo cnt.JT c JtEL G - 4.PA;t 3S 1 O&) Subject 151 to, f ' Z' io zeog* 11411 $3151 s m' to r -CGeot he 44 Z -G4tc lG, A% 1-1- .52.11*'t 2- G61I6 4R. •a- c ..4 N'1 t7 N D ' • } =1"5 ,(t 0 Vi D t-10 Mew elL. (1, 12 JOHN A. KLIMA, PE PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 w, -3 1vm Igs Irr 1 � 1 17 /7-ii iC 4' I 767 szolj Fr 5' 13kZ , Job No. ='= late z /Z1,/87 (5 of 8 ) Title k1o,0L.051>24.3v -1 OUT1 -t -►.�( C.c►p #510�U Subject Pic - -'1 S M I� D t-17 165Z #' Hb14P (4.40 5261 14. lS, TA � M =4104 354011' ti24) C�Fr Ti [I i n 4,s G32et 5i is 1400,)-1 10) 19 Ms 4364 2,-c.4.4 /6z a , • JOHN A. KLIMA, PE PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 Job No .6%' "'ate Z3 (4 of s ) Title Lc tciAktot Sot.) rt-f Subject - 1:rckV1S JOHN A. KLIMA, PE PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 2Z.Ar S ' 4' 9 22• Z3 37) c0 2.26, 1 4. r 3q # 4,11*. II Z ti ZZ :'j r 0 2' 05 CorZS' 1 5* ,Job :No .61- - atel2441A7( 7 of 8 ) .t le L)O12 0U n4 c J1c L X. ['/1,101) Subject Ntz 317o* -G(„.)0( yhc t.-1'n 23 404 1-1 D t+D i P'1= .IZS(4 tot ' A t 2 ISM M•ZILL* MpHn .. 6,0' It I? -K1* 2' goof 832., A( 0'3416 2—G4x Ova 6A JOHN A. KLIMA, PE PO Box 868 Issaquah, WA. 98027 -0868 (206) 392 -6043 M C—M MIL. • Al" 1� s ;� ato 4°")11) . 3 in Pr "-I- .Sip @�!! 1 (r . 21. t1 ; 9.25 :5L Itr 3, o tt- l 4-r*" , Job -3- r- Job No .+ 81"1 1ateZ/Z3(ei(8 of es ) Tit le 1000-.6$i-V-01-1 50v i tt- Subject cM S 11_111011 Iv1= 2 13 r, D 2 -c8 Ie>c.A, ►1111:1 A • K 1,1X1/1 , +r: I'O Rnx R68 Issntluall, WA. .1)27 -aR68 (206) 311 - 60,13 f3 Eh ►-� M A 1z►z. 3 4 8 1d 11. 12 13 141. Is 17 15 'IU 2i 22. 23 24. ZS 2 5A MHD MpHO 11 11 11 11 1-11)4C) 2-C4)416 vs, 1► (1 11 I1 11 ff I -C�x rro 1a A, I- C.o(I41aA, t) T 1 r12-014 ;�1t• • : c bEl\M Cvo1Jec lolu 5ct- teaaLE. eN.4 , el._ AND /0°I-1 c N�. t3AG P,c. wp ;C.cuP gcwP BAG 13 C..0.)P Bkc-. F3-tuP gGwP uc 13 Ac BG (UP BGu)P l3Gw P I,w P c E3cc. wP 3cuUP eC.fuP V 5 e7c.i D CoNI_. 2 -a. x Ila4 37 34- 3r 3C, 37 cr 4-1 l� 11 11 11 Co/J/J, 1+ c 14-c- 1-1 c 1-4c- BCUJP SP, G BAc_, BAS. bc.cuP 7 -C6x /(4. 13c. c.up f• c.UJ P 2C8.x /(eA Plc I4c (1 H c DAC 14C 13C.• uJ P 5Ac •13P1G 2-C8sI • 13C c uP Bc. j 2 -GA A 14 BLAuP Du/JP Z-G5Al2.§ • 5C.ug, I;(.wP, I %Z") 1 %L "K 1/C. Tu�sG.�r✓UMN 2''x2 :) 1/4" TUB CoWMti.1 If 1, i { • .101IN 11. KI.IMA, I PO Box 868 Issnquah, WA. 98027 -0868 ,(206) 392 -604 glob No, DatcZ /z07(_.2._�, TitleJ �� (• PSt 3 t 0. ►-) Subject +c 0 1 ) or-s 44 L °- .- (/ -X--1) CO Ill QE-C, TO iL ►-� - �!✓C�TD (1,� M 0 �-t-?z.A i G r o i1-- R -r. -YT 1 o. pciu C... CoiJtJ � IU'J IL) (= 4' ©r- 4) 136 u,� -- r',o�� Lo�J�•..r�T� w 1 wat_z�D DUYI 40E4) MP) 1t . {,J Gt �Gl�E 14) ?1-i tJOIA 13E-4L I NJ G PCL..GJI.. pcTt 0/QS, D(Q,,GT\c A.) of SP J 7-00- V24A 4 11-(Pe becV -I N . T�—r•� �� n ELIL 1 kJ SDP Pt,.pctJec,SS C Mkt --S <OPP° (-Ti CJ -5 frcrie NoT TO 6S TO tJ CH-C-1) D eG PerT- c µ t.'D UJ 12. r c .F TAP P i r.rz. sCR J3 S Co. (2h a,c.. . 45,k..01J CI 40 PPo,(LT� , T Po O %uE 1*ci4 S P IZo J ( U .: S c.R-C 5 G l2 "v c. , .(ti epvGK 15E-1\11. CITY OF TUKWILA 6200dSouthcenter Division Boulevard BUI" ' SING PERMIT APPLIC r LION Tukwila, Washington 98188 (206) -133 -1849 Control # Site Address 100 Southcenter Mall Suite# Floor# Project Name /Tenant Nordstrom Valuation of Construction $168,700 Assessors Account# Property Owner Jacobs Visconsi & Jacobs Phone (216) 871 -4800 Address 25425 rpntPr R;rige Rd. Cleveland OH Zip 44145 -4122 Applicant Brown Systems Div. Cascacde Commercial co. Phone 823 -5265 Address 3641 Second Ave. S. Seattle, WA Zip 98134 Architect /Engineer John :Klima P.E. Phone 392 -6043 Address 26515 S.E. 146th Issaquah, WA Zip 98027 Contractor Brown Systems License# Brown Sd 131m7 Phone 624 -6522 Address 3825 First Ave. S. Seattle, WA Zip 98134 Class of Work: 0 New [] Addition r Tenant Improvement [] Remodel (residential) El Reroof 0 Demolition [] Interior Demolition 0 Other Describe work to be done Storage She] ving Type of Const. (UBC) xx Occ. Group (UBC) Square footage of entire building N /p, Square footage of tenant space 5220 S.E. Building Use Retail Will there be a change of use? 0 Yes n No `f yes, describe change of use, including square footages of changed areas N/A .` Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? E] Yes D No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature).. 1 °�� �r...�� ,2-- Date Fell. 2, 1 988 (print name) Karen L jleichman Contact Person (please print) Karen L. Gleichman Phone 292 -9380 r 1 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ (((,(p,C((p Receipt# 50C, 1 Date Paid 6-- 3 -qs4< Plan Check Fee (000/345.830) Receipt# Date Paid Bldg Code Sur Charge (000/386.904) 3.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# '', Date Paid *New construction only TOTAL POP il-i /, (OWES: $ ti0- 1.(go ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footaq_of Entir Building: FLOOR USE Occ T a: OCC SI.FT. IAD USE Occ Type. SQ.FT. OCC LOAD. USE /Occ Tvp SQ.FT. OCC InAn TOTAL S .FT. TOTAL OCC. cent// s'r<, , e glEirirlin U91 y. &> 60 TRACKING — .....-- 777770" OMMEN ,./ _ BLDG , \lv Approved for Issuance J,i:44 ype o onst. To Mahan: Date Aelroved: 5 All FIRE voi / -€6$ -i3 _yg Approved (Initials) Per letter d. e' ;-- Fire Protection: 5g Sprinklers ❑Detectors 5-.1-. PLNG Approved (Initials) • BAR ❑ LAND USE /SEPA CONDIrrUNS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated ........ •DFTAYL'Z" .1A1- 7F58 a4.s. a2x-1, edphl. ek‘devosh aF z 0e, .172: /4*4k) 113N1t,C;r are147 /2.407044e941W .q.4.4119:Ftege 1144c.#44.40.:* -c7gle. &c.v. Het> Peflk ML •/3671/4 " 6K-7F 57 EPR 26 198.8 , cl-rY OF T'AVia..1'. PLANAIING DEPT. . .• fee' We/4(4 r cdAte. hUt. owwirallAT''''°' se' se ,„ a, Os "' P/N4 Act /41/61#6.. tot be. IQ VT F-faD tet-ziFy 10 irr u-r(1! v.PP, 2s 19 onrcrgiittippRoakT E glneers 44178747.1449) 047 1 C. TCP cengNEcryou PErAIL PEIZ JOHN KLIMA oe*67-6(.0 5REET 1 °FG (4/208) me.zimise () 16TW.IN0, 1 4 5 6 7 9 10 11 MADE IN GFPMANY 12 • NOT"--.:: If the micrcfilmed document is less clear than this notice, it is cue to the quality of the cripinel document. 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