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Home My WebLink AboutPermit D02-112 - ENGINEERED STRUCTURESENGINEERED STRUCTURES 18271 ANDOVER PK WEST EXPIRED 01 -29 -03 D02 -112 -' -- —V '— r s F r ■ _-- - - __r I _ -. , ,��'�' K' s ew so ,k.. Ci t y of 1 ukwi is Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 3523049104 Permit Number: D02 -112 = w Address: 18271 ANDOVER PK W TUKW Issue Date: 06/07/2002 Di! LI I Suite No: Permit Expires On: 12/04/2002 J U ' 00 } Tenant: CO o Name: ENGINEERED STRUCTURES w I Address: 18271 ANDOVER PK W, TUKWILA, WA t2 L w O Owner: 2 Name: SEGALE BUSINESS PARK Phone: (206) 575 -3200 g Q Address: LA PIANTA LTD PARTNERSHIP, PO BOX 88050 co d Contact Person: i_ Z Name: BARRY BENNETT Phone: 206 - 396 -2012 Z 1.- Address: PO BOX 88028, TUKWILA, WA u O ILI Contractor: U 0 Name: LA PIANTA LLC Phone: 206 - 575 -7000 p N Address: PO BOX 88028, TUKWILA WA 0 I -- Contractor License No: LAPIAL*008J8 Expiration Date: 04/01/2004 = W H V DESCRIPTION OF WORK: Z DEMOLITION OF EXISTING OFFICES. CONSTRUCT NEW OFFICES AND RESTROOMS. BLANKET PERMIT #01- 003 -BPA w N U = OH z Value of Construction: $71,322.57 Fees Collected: $1,320.79 • Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: 3N Occupancy per UBC: 25 i Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Fire Loop Hydrant: Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. • Landscape Irrigation: Moving Oversize Load: Start Time: End Time: '' g �» Sanitary Side Sewer: :�� r Sewer Main Extension: Private: Public: ; {:; Storm Drainage:, Street Use: 4` ' r v' " 4 t " I Water Main Extension: Private: Public: . Water Meter: f y ,,,; Channelization / Striping ** Continued Next Page ** ! '•� }' : ' • IIN kJ liStA doc: Devperm D02 -112 Printed: 06 -07 -2002 y ` -1711 +t I < .. •.,.. 'Yi. + , ..s + sw,+ u.,., r.. gy. r+ a�,;. r• aa 4 .. ua+ PrtlrL".. *,•h,.e'RaakF.vcxrolsr+.:r..•yo » «... , V1NJ1, {y „ vto { � City of .lukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: k(?t/ � _� �" Q�I Date: (i • 1 ~ W re 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 ordinances governing this work will be complied with, whether specified herein or not. U i U p ' The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws , regulating construction or the performance of work. I am authorized to sign and obtain this development permit. -I I--- Signature: Date: X77 /tea W O • Q Print Name: E i d w 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 H suspended or abandoned for a period of 180 days from the last inspection. O z � D = p ' O - O I- �. uj • U u- O Z w o U O - ' z Yy, ,S, t . i!.. (. =f .a • ' , Y.L'. . ya it me S Y 111.`x' doc: Devperm D02 -112 Printed: 06 -07 -2002 ,. ;~! ;„ i may mrnYwrr+M^s4trt`aif.*YWfAWVA rail+ A tvRW1`^+fW.P+wu.v',+.nv+e... •,.w „..ww.......w _ I - 0 1k _ �# City of 1 ukwlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 3523049104 Permit Number: D02 - 112 ~ w Address: 18271 ANDOVER PK W TUKW Status: ISSUED 6 ce 5 Suite No: Applied Date: 04/26/2002 U O Tenant: ENGINEERED STRUCTURES Issue Date: 06/07/2002 co o w = J CO LL. ' 1 1: ** *BUILDING DEPARTMENT * ** W O 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 3 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by g5 that agency, including all gas u- piping (296 4722). = d 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be F. _ inspected by that agency ? E-- (206 -835- 1111). ~ O 5: All mechanical work shall be under separate permit issued by the City of Tukwila. w W 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These 2 D • documents are to he U N maintained and available until final inspection approval is granted. p j ' 7: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. = W 8: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. t-- 0 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as ~ u- O amended, Uniform Mechanical Code Z ■ (1997 Edition), and Washington State Energy Code (1997 Edition). U u 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a F. H permit for, or an approval z of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to . give authority to violate or cancel the provisions of this code shall be valid. 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 15: 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, 108:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3- _ 1.1) 16: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. ., The hanger or bracket Wi g : :,,,,, , ` .' 1 44 shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher t. .,q:, , ' shall be installed so that `. f .f . Q��: �;. ; the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the • ' c " e ,or, floor shall not be less ;. 3, • than 4 inches. ( w: 17: 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 ;; ;t ; ; : , ; stating, "Fire , Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) ti 18: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) .,,,,„,,,,,i,, doc: Conditions D02 -112 Printed: 06 -07- 2002;;3: �s ts,an v .,:: : 'B ea ' ' [ Cn�� k . : . ,. .• .�.�.:.:a.as:- ..i...:., .•,4 .., ■ ,,N1t h, $. iiatA ; ,. Cit of Tkl Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 19: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month Z and year that the < inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six ' = Z years, dry chemical and halon Ce 2 type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly U and yearly inspections U O of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will Cl) O be required to w = conduct these required surveys. (NFPA 10, 4 -3, 4 -4) J 1-- N LL • 20: * * * EXITS * * * - UFC Article 12 0 21: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 2 34: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110- 22)``.. 35: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) , ,A.p�;� 36: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC),.-,;..! 37: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection raing. Such label '' �: �< "`�'` shall be approved and shall O be permanently affixed. (UBC 713.3) ilignS4 . 38: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers {,!,' ; a,:; ,, ;; =.. shall contrast with their '' "''' .{' � J . :_, :i background. (UFC 901.4.4) :• ,, ..,,,;t 39: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or �,`�''' "`' P Y p p g Y . P P Y .� doc: Conditions D02 -112 Printed: 06-07-2002 Cw ,, .., � }CtA�?b.,yq: ' ',4i0.:5 a^ , 4 .,,, 4 r3wQStN^ b, tai" V ; T ! f. A 4.fi „ t. �, yF: itetl*I> ; v<ae::.;.3,.,�,);:....:r:;u.. u.. _... -• w.r.. .... -- ._"'_ -_.. ... ..• r C &_ It City of 1ukwlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 apartment number in a Z conspicuous place near the main entry door. (UFC 901.4.4) 40: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly i w dispose of all waste material prior it i to the close of the working day and as often throughout the day as needed. 6 5 41: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of U 0 intended use. U) 42: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such w I condition or violation. !' 43: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- W 0 4407. g • N �. d I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. ? I-- Z The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws W W . regulating construction or the performance of work. 0— Signature: Date: 6/47/0.,,Z = uj W Z . Print Name: 7',48 ?H GNN& 77 uj 0 z St +g es t doc: Conditions D02 -112 Printed: 06-07-2002 '�k:` ..1 .. .:.... „ a ...... _.. .it.rdLy'- +:xs+LxiA+u —.iLx ' IL. jia +Y'.♦.Ri�'Skilff::Kti.U.nWR . ' 3 fP:M {.;usas ynn.vn . «..., ..e.i a.x. - r ui.ra�. __. w l1; CITY O TUKWILA :6( : ,0.,,. Depart►,.dnt of Community Development n� ► ; Building Division- Permit Center to ya �4 yi.''; 630 0 Southcenter Boulevard, Tukwila, WA 98188 ,∎ .- le Telephone: (206) 431 -3670 t so a Blanket Permit Tenant Improvement Application ALL APPLICATIONS MUST BE FILLED OUT COMPLETELY (Shaded area for Office Use Only) PLAN REVIEW NUMBER DESCRIPTION AMOUNT RCPT II DATE —11 1: 0 0 z W. 1120 Building Permit Fee $ ??7, 75 Plan Check Fee $ 4 es BLANKET PERMIT AGREEMENT NO: Building Surcharge $ 4.50 • d 7 -D403l d L "" Total $ f .1.2e, Site Address: / c ' 7 ( A Ind o er\ Poi'L t i s f Value of Construction: $ - 7 , _ S7 ■ ! Floor: &xpuv‘r& Suite Number: Assessor Account No.: 3Sa S./ -- 9 iO Project /Tenant Name: .CA__};nr'(?MtA S'- I- riiri-kr l;:tik } 4.,,.„ Type of Work: ® � Tenal t Improvement 0 Interior Demolition El Other: Z II n Q • Describe work to be done: )Paten li 4-i ov` O 1n' ex C - /\q i /\q ° CPL L. C P_ S . W coocfrur.f pleay.) owcP a.40{ t‘eS fc‘aov c c7 6 0 1 I Building Type: 3AI 5p(i k I-et- Building Use (office, warehouse, etc): (Ain re_ tOt1Se— 0 Ill = J Nature of Occupancy (printing, manufacturing, etc): 0\ja , to Square Footage: Entire Building: 7 /(oD Construction Area: 4 4 SCDJ Tenant Space: 3 / R“..) W O . 2 Will there be a change in use? 0. No 0 Yes If "yes ", explain: QQ 5 uQ 0 a Will there be rack storage? ® No El Yes H = Z 1— Existing Fire Protection: �]C Sprinklers ❑ Automatic Fire Alarm ❑ None Other (specify) O Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 No El Yes w t"- W If "yes ", please explain: NIA v p ON t]1- i Will there be ANY structural work? ® No [] Yes = W If "yes ", please describe: N(A ~ Z U = O p ia, �� PROPERTY OWNER: z Phone No: ( 575' ate. Z Address: PO , �k nC T,� w (o (Ai f4 9E'(3 FS City /State /Zip: /v kw I (eti (,V/. V- / CONTRACATOR: L rr a� L6 Phone No: (, 5 7 � ^a � \ Address: City /State /Zip: 1? D. noag /G, k w, la, 611.4 78 - (S$' WA State Contractor's License No.: 4.�t f�.LAL * Don Expiration Date: /4 ARCHITECT: Phone No: ( , ) 1 ( o b of oke 1A_ ao�c 3a' -ass 3 Address: l' 4o ke t o City /State /Zip: crest -F it_ to A ��' lao2 . WA State Architect's License No.: Expiration Date: I hereby certify that I have read and examined this application and know the same to be true and correct, and I an? authorized under . reement Blanket Permit A No. 01- 003 1 Pf to a PP y f or and obtain this ermit. l " "' "S P ' Signature: �Q I Organization: /_ R " „ir Print Name: tJ O. Phone No: c Da L>l`.' Nan {� I I 0 19(/O "c.?0la- `',� °. Address City /State /Zip w u i G L W /9 9(�/ 3� ,;:::;: See reverse side of application for specific plan .submittal requirements' and information. az , Date application accepted: 1/ -,,.OZ Date application expires _ �Z ``' ,,. 'S , 40.w a . vAl os: 04 /24 /00 .:J�II� 1`vV *,.w ..:.W. vYY .. A a. :..kn M.>.at.... •:: , .. _ .. ,. -- - - - '• � . � - - t.i ;� i CITY OF TUKWILA , ` . o� '';.... ''' Departr,..:nt of Community Development f J 41, Building Division - Permit Center '.'s' � z 6300 Southcenter Boulevard, Tukwila, WA 98188 ,, °� l ` Telephone: (206) 431 -3670 ,,,, Blanket Permit Agreement Tenant Improvement Temporary Inspection Card Plan Review No.: t)02.— [ i Z„ Date Issued: -d Z ,,, Blanket Permit Agreement No.: d j._ 3 .- fb PR Project Name /Job No.: EN4 06 S' - Site Address: `g 7 f Avi veie. /OK eu CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (431 -3670) (Have Plan Review number, Blanket Permit Agreement number, project name and site address ready) "X" REQUIRED INSPECTIONS DATE INSPECT PLANS DATE(S) • APPROVED INITIALS DATE CORRECTION NOTICE ISSUED 1. Framing , >< 2. Insulation X 3. Suspended Ceiling \, �� )< 4. Wallboard Fastening z _ A\ E- • � w Ix -J U U O DO NOT PROCEED BEYOND THIS POINT UNTIL THE BUILDING PERMIT IS ISSUED. (1) o PERMIT MUST BE PICKED UP WITHIN 24 HOURS OF NOTIFICATION THAT THE PERMIT IS READY. CO 2 ' J '-- CONTRACTOR/APPLICANT BEGINS WORK AT THEIR OWN RISK CO u • PER THE TERMS OF THE BLANKET PERMIT AGREEMENT. w0 , g INSPECTIONS u. a 1. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in z w place. Z H 2. INSULATION - After framing approval, but before insulation of wallboard. Baffles must be installed to keep attic z 0 ventilation points clear. w j 3. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. U 0 4. WALLBOARD FASTENING - Prior to taping (See UBC Chap. 25 and Table 25G). o E- Li' ' 5. PLAN CHECK INSPECTION - Immediately after the Tenant Improvement Permit is picked -up by the applicant. Work H 0 may not proceed until the City Inspector delivers the plans and new inspection card to the site. This inspection should u. ~O be scheduled at the Permit Center when the permit is obtained. w z u) • Construction will not proceed past required inspections. • H O H • The Building Permit and approved plans shall be picked -up by the applicant within 24 hours of notification that the Z permit is ready. Failure to do so may result in a stop work order. • Construction may not deviate from that shown on the plans as submitted at time of application. • All corrections shall be made within three (3) days of notification by Building Inspector. • No more than 30 days shall elapse between the last required inspection and the "Building Final." • Unauthorized occupancy and /or use of the remodeled area shall not occur until the Building Inspector completes the "Building Final," which takes place after the Building Permit and Permanent Inspection Card has been issued. • The City reserves the right to stop work at any time that in its judgment the work presents a safety problem, warrants a building permit prior to continuing work, is not proceeding according to approved plans, or otherwise would not qualify • for consideration under the blanket permit process. }. • The following.work is not covered under the blanket permit process. This work shall not start until approvals and . -a ; •t :,, , i permits are obtained through the applicable agencies, under their normal process: " •�� .fir { 4+ Electrical Department of Labor and Industries (248 - 6630) ;',:'. `: .- Plumbing /Gas Piping King County Health Department (296-4722) !;; Fire Protection City of Tukwila Fire Department (575 -4404) � City of Tukwila Permit Center (431-3670) y'! Mechanical y ( ) Rack Storage City of Tukwila Permit Center (431 -3670) = i t THIS IS A TEMPORARY INSPECTION CARD ONLY AND WILL BE REPLACED BY A PERMANENT INSPECTION CARD WHEN THE BUILDING PERMIT IS ISSUED. '` 11/01/99 ) Blanket Permit Inspection Card 114al - I - - _ ._, • APB' -23 –e2 01 :em PM MAS RtSt LI 9 r NC 286 574 0334 P.02 ,µ CITY OF TUKWILA # $. o r 4 Department of Community development R 1Bullding Division- Permit Center „k, 6300 Soufhr enter Boulevard, Tukwila WA 98168 a ''' 74 H iiii ' X Telephone; (206) 431 -3670 • i z 1 �aoe w Blanket Permit Agreement o I Tenant improvement Application ww Attachment 1 - Architects Statement —J � - -- -- - -- - -- CO o PLA PROJECT NAME/ _ 2 ' `- ••• . ....., .. „4 ■ , . tr Aoao, 004,0 . k 0 6 1 i. ri • - a 1 4 c A 4 ' 'it ' _,I.ty of Tukwila me 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 z < . . RECEIPT I— Z Ce ai 6 D Parcel No.: 3523049104 Permit Number: D02-112 ...10 O o Address: 18271 ANDOVER PK W TUKW Status: PENDING u) 0 Suite No: Applied Date: 04/26/2002 In 1 -1 1_ Applicant: ENGINEERED STRUCTURES Issue Date: u) u., . . uj 0 Receipt No.: R020000553 Payment Amount: 1,320.79 g 5 I.L. a CO D Initials: KAS Payment Date: 04/26/2002 10:05 AM -±. a Z 1... I- 0 Payee: SEGALE BUSINESS PARK ILI uj 2 D ! n c) , c.) co o — TRANSACTION LIST: 0 I— , Type Method Description Wuj . I = 0 1 Amount I-- I:: - Payment Check 1102 1,320.79 ai 0 V. r- - o z i ACCOUNT ITEM LIST: . Description Account Code Current Pmts , BUILDING - NONRES 000/322.100 797.75 k ' PLAN CHECK - NONRES 000/345.830 518.54 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,320.79 ,„----- Ii3-7 A! WA.Ut -' f: i la , iNTAr 4Llaq :2 . : .: l4•29 ' TOT);. 1.': ','7 drifeiri,:f:l.' doe: Receipt Printed: 04-26-2002 --..:1•2 ii ••• , -, "., . ••""P , •a " — ... , ” ^ " , • - ...,,,...‘".."-..cr,""•• e . .. , , . , .. a — a . , I ! - ' - - .: . . \ 1 z i- Z JU 0 INSPECTION RECORD J _ 1 w = Retain a copy with permit J 1-- I INSPECTION NO. i i, / PERMIT NO. U) 1 CITY OF TUKWILA BUILDING DIVISION ' ♦4 w O i 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 2 2 J • Project: Type of Insp iQn: u- j Address: Date called: I— _ 1 A2. 1 il 'U e\ 1g. P. _ ‘4._ Lam) 7 1.s. ? (-- Special instructions: Date wanted: a.m. I— 0 1 f .L..- j p.m. W ; R equester: cl4 V D ' Phone: 0 N 1 1— W W I "Approved per applicable codes. El Corrections required prior to approval. I H — O . i COMMENTS: Z CO ■ i U lw Z ' a_ ■ /1" filljt.) , i Y /ll/ r 4 x 4- . j r .i 1 1 ,V ) y D VS , Insp, tor: Dam / i. El • x.00 REINSPECTION EE REQUIRED. l for to ins ection fee must be aid l ° �, w' ' NA r4 :t .300 Southcenter Blv , Suite 100. Call to schedule reinspection. '3> r awl; is Rece •t No: Date: K _, v " . .` , Y' **.... • 7F =: . , L• `. :' =Mat = i 7 _. i -.ter 4 ' Z F=•- W IX .i .:— U O U W `' ', INSPECTION RECORD W = .."-"P"-- ` ;; Ret ain a copy with permit co L #.r; `; INSPECTION NO. / PERMIT NO. 0 ' ii; CITY OF TUKWILA • BUILDING DIVISION • 1 ,.,' t''; ;: . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670, a - Pro Type of Inspect•on: ' Ni. = CI t : : A 6!2 ' ..Sr6 ,0/4G 6 t/ �4 _ '' A d ess: Date called ? F - � 7f / c i � 7 y i_ O Special instructions: s e . 4424. a) Date wa tgrd: a.m. LI aj If `i_;:: Reque • LJ 0 N ft.:. ” De . �,/ 0 I 1- t Approved per a licable codes. Corrections required prior to approval. 9- Z k• : COM MENTS: W w _ pprbkrdoi : ,`' " � / � %el �� . 1 I ^ ( . Ov NA 1r c� rc?�J p�. 4' i ` t t ■ a\ l I oc i\C i to (r In 1 -k- ort ! . 0 'C. - ‘n) AAA,,Ic.15 1) ) . - :: 4 _ + � I' .c . „...,, ,.: __ .„,,,,v.,,,..„: ;; ti- :. Inspector: �� `'' Date: �. i 4; 4-11' " /'1 , .. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 4 4'1).;41 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. q. ,, ',` , Receipt No: Date: y i 't.ort , . .. .., i' C ... . • .... -... .,.,. ..•� . _ .. - eiPiti;$'µ(.'R13. S , `rAeiy. 1 ' ! ' " •':qi .. . ... . ... .. _ .. ., ... �`�+�w..411�� ftJj+;:> i:� _'f�:.t }�; ��11 -k ..L �.t � , i . . - • Z 1 ‘ 1 I I- Z Li. —41-77--- r 7 - --T•-- :,------,-1,"-----;.---:-.----7.-^-:, , ` ;" r• ..., ,,,........ , 6 g 0 0 0 INSPECTION RECORD" or . ......0 Retain a copy with permit cn u... . '-' INSPECTION NO / 1 PERMIT NO ID 0 CITY OF TUKWILA BUILDING DIVISION ,:: ' i• I) 2 , 6300 Southcenter Blvd, #100, Tukwila, (206)431-3670 g n u.. a Project: ....: jyriepf Inspection: A j .U2 0 -- Z;;';:::5 7 1 / F /74 /t2 eerez: . 1/1 ,5 s ce/ /1 „fry i 1... 'U Addresi: ,...:q`e•,.:" : Date called:/ / Z , I /3 7/4- "454 e 1 E ---7//1/ .9.:...< i E-0 .„. • - .:-Special instructions: Date wanted: i j a.m. Z I-- 2 /71- /A.9 ffl'? LIJ ui .....„,...... 2 D i... t. •"".. Requester / _ __, D 0 reVi'l , (...) rn . %I '-'• Pho, ..... 37 / 7 / , l' p• Approved per applicable codes. F Corrections required prior to approval. ii.. , iii Z COMMENTS: . , 7... . ,N U) P J.- ,,,,•..,,e.,..s.-si , C„..7„--tirC..„4-7 0 Z 2 ee”, 6 -' ,.. , %.._ ■ .. 1 .,, . .. ...: . 1 • . . -,.., .. 4 P 0 a 1... Ai ,... • . .. I. ; •:=:Ztit.. 1 .. am wok , tq;',7`';'+'`;`,:lt; 00 .3VNTilil i t..-VSV,K y ,' ..• - • $.1.`,41,Xikicti •': 00 'i ail II • ••• - • Inspector Date el : 7-- : a t 6 El $ 4 7 . 00 RE EEE REQUIRED. Prior to inspection, fee must be paid IPP,OjaYkl 63 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. q Receipt No: Date: 0 0 k4 ■ i:16, ' Atp., , ...,. 1. 1 ••• ' ' Ir' '' ' . . I' S.a X•da .. /4 . !-Mai341)6•;.; tifo.de...%'•Ika,TC.,41=4;+., " . :-.' ; ,, • . '. f ,: : .,:l :,.; , ' ' , , I : :; ez.VA4 bt P cis " ' 'W t V .!:•*,,,, -All •40,-, ,,,A■lixt,a, , ,14.4,,,v,-, - / • ■ Y :; f/ s ■ Inspect Date: ,./ � ! �'"� � " " = }�� t,./ . ,,. •� 1~'x•9 �R�9 i ' ETNSPECTION REQU IRED. ,.� t a .,,�,,, Pr to Inspection, fee must be paid ` '��`i�`� °'�a� at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i r , X h ' + +„� * { Rs " ', ?''r ^ r ni � {ft " 5...[i'7' ' ' 'f." .+Ari'�°ix' n "�- . ? "' !'�::; :'v A. ^• y f r ., r :.: w'; . , � _ YtI .s�i .. ,r '..�• iu�a �' ,'�. si Y� #z ,, ��s�_,'�r1 Ai , �,€;� i / -- - - kr_i 4 • ii z IF- w it r• ^ •r _ . _I C..) :::` :;',:::,; :.-S.,:';• : INSPECTION RECOR D�'��Z.. Y.1 • J , _ Retain a copy with permit INSPECTION NO. N O. , O - 0 1 (2.. CITY OF TUKWILA BUILDING DIVISION k 2 F— i WA 9 8188 40ERMIT 06 431 -3670 � J 6300 Southcenter Blvd, #100, Tukw la, W ) Project: Type of Ins ectio - d ` � ,;/7 5 6 1- _ Addres • date called: Z Special instructions: I- ' �- Date want d: a. LLI € ,' � 2 D dap Requester: ra fs O N Phone: o I Ill W I U Approved per applicable codes. n Corrections required prior to approval. LL ~ O ' COMMENTS: / //� j��j J/ � y7� W Z co /) 4 �/! l 1 its A C/ f^-7 f�i /*! V 0 I- 7_.- / // /% ,�24, Z fie# ` ,- //j .r . t / '.', 3 (;:1,4.0,/g e 147 / ,-...4 ./, Cle:,-c_e _ a' ' � , # 1 -(_ .�. // A e,,/ 41- z /j . I Inspector: i • s t "�' `�' ?#)Th 7 Date 7 r�� ` , P,f, � �v � a : �rx, $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid '`“ � i,f t: ' 4 ti t . y - a •. `gat 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t;4,�,bj ; Receipt No: , ' � Date: e r s , . 7: t.'e Fm S-1C�1.244 T" fr i1� c. ,,,, ,"', “• -. '! s `1, ,."�'• K':."dt4.,.,r•:s ��r y;'. ... . y. '4.4'4 '''�; S`, r t� •f� 5 P � u!d� +�':' '.�4•.; � . �?• ,: _il� . ' } '�£� 1 ' K , ^ ';de" , •d�&3.'$a� , 44. .4 c`ii ■ _ -- . - I - - . ., z -1 o i . 1 0 `r) u)W i i ' .t .' INSPECTION RECORD' r, i f w i; Retain a copy with p z u) u. INSPECTION NO. / / PERMIT NO. w 0 I ) CITY OF TUKWILA BUILDING DIVISION 1 )(,01)1/ ii • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 u. < . i . Pro'ect: � Tye f In p cti��pp CO d /aere I J /..(iC 1 i'(3 (b 7 / L�' ISM- ( I A r s D e ca ed: F'- 4rdcwr Z I- Special instructions: Date nte w d: W W !-O/ ?/ � a.m. (; :) 2 0 1. Requester: 0 Ph 0 W 3�1or _ X Approved per applicable codes. 0 Corrections required prior to approval. LI z 1 W COMMENTS: U CO r_- ~ 1- O . ,, (P:›4- 4 e. , A ;(P t 1.,t /"1 . s1/ Z 1 i � ' . I ., ,1, �.� ..r 1 . i , C ., ia . i , �,. 1 Inspector: Date: �/ .�i'., $47.001EINSPECTION FE REQUIRED. Prior to inspection, fee must be paid ^•'°k" 'a at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'a�x ;= Date: :�„Y' <`��' a Receipt No: ;�; y�,0 - , .. , i , N ' � : r,v .. off.%::?.,: mztszy w - S �`. ^. {'..?'. tz,,`v Th,- `, Sh, * : ,}W_., ,i - ”... if5i:: :, ∎-,-. ... aAi...r`:"?:i /. ii' ,,k:'A',1' - ',-- ',-.:.F,;. ,W. Si - ..94 '40 t ,.;.:Stt{i. 'ft 'r t' . , c wt <L A ; ■ F° -- ... s .. s ') Z 1 < . I 1 111 C4 2 D _I c) U) LU MI i / ---- k INSPECTION RECORD /1 /JO 4 ' if Z- W LI- t.-:;. Retain a copy with permit 0 INSPECTION NO. i 4ERMIT NO. W 2 CITY OF TUKWILA BUILDING DIVISION g D 6300 Southcenter Blvd, #100, Tukwila, WA 98188 , (206)431-3670 it co : : : .., • 'a P l iject: Type of Inspectiqn: i ,4 ',- • 1 . 1 - 1 ...;:•-: . c'ec trtkA .c)....4y/c) STk FA 4,,,,.a I- 4g.... --,.:,- AddressV Date called: . Z 1- I )? i 444J-J046.1 -P k .L0 . 1 --° I i 9 1 o z 1— Special instructions: Date wantect / / . .r14...1:::) . U. LU / Z ( e p.m. 2 D --, tif Adipe# D 0 0 u) Requester: . i K 0 . 164-4 le..././ //5 /6P-t '1 C11- ,•. , . Pbone:, s U.I uj 104/ 7 (-?....uw : 3 Ce - 174 i o Appro ed per applicable codes. K Corrections required prior to approval. - 0 13 .: COMMENTS: t , ,, , J , - - - f _/ tit— Oq Z it'z'' /) (,../G1 /I >6/ar ...4. ().7e /e ,---- 7 e. 1 , !. , ,, . t -',: ., . .:,....„ ..-,. e;' ,/,!!;, ?,',:•;,:.- (-../ — 7, -- 6 ---- 197v____ Lsci,;(.1410 : „- C; r ' (24.; ‘ boil-, ‹,/ /-c : V . c-,-; . hi.,,j- e-001 t //i f 4—-- I / S 0 . , . . , 4 • , eil/t 0 e___ Iti e4i V/ ))47 ,:tt.: I i,4 , i t / z . , . C9/9 . /- m i.44.,, "h 1 1 -4 /,/ k i.0 V 0. 4 .... reft‘ ' ,r :; IY1le t . - L , kw t i 1- ',' 7 Z4r 9 ) hi/ i Aft am . c . "littgt5,1-- N. Inspector 4/ Date:67...._:26 .......- 0 4 [II $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid : at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -. Receipt pt No: Date: APlin A ■,. ti.O 1 - . I xisoitit_ey s .,,- ,..; y - ' : • ' . ::, 6 , ' .... ''.2 : - c ';: ,Otzvamitt1/4';0 t'''rr ._ . ... ENSENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS - 6869 WOODLAWN AVE. N. E., SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 SEGALE BUSINESS PARK 733 BUILDING FILE COPY TUKWILA, WASHINGTON CITY OF TIJKWItA APPROVED MAY 2 8 2002 it1U{ED CITY STRUCTURAL CALCULATIONS LorNG-Dwri- FOR INTERIOR OFFICE FRAMING INCOMP ETE LTR# April 15, 2002 ENW Project No. 02000031 CODE: 1997 Uniform Building Code SEISMIC: Zone 3, Soil Type S0 WIND RECEIVED TUKWILA MAY 10 2002 PERMIT CENTER ceiling dl joists plywood wall dl studs gypsum board ceiling joist - - - - -- - ... ., Z LGBEAMER, copyright Devco Software, Inc. 1996 AISI I Project: Engineering Storage Ceiling Joist Date: 4/22/2002 Page 1/1 ■ `{ ! Ut .h , o, f,44, . ,, { t .''.',..4 f•.'S ♦ !7i'' ? . A ` '(40 Y^ •., , ,Wiliik-pf,+• i 1 r . . -..t� 4,i r i 3 Un if Ld , .• .. - '64. 0 '' ' 4 a rr ' '' • ' Ib /ft :F- Z R1 R2 c4 2 30.00ft 6 � _, v Section : 1200S200 -97 Single Maxo = 14574.4 Ft -Lb U O Moment of Inertia, I = 30.42 inA4 Va = 7814.1 lb Co Wind or Earthquake Factor Included ? No N u . UJ W O Flexural and Deflection Check 2� Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection u Q Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (In) Ratio u) Left Cantilever 0.0 0.000 0.0 Full 14574.4 0.000 0.000 L/0 I W Center Span 7200.0 0.494 7200.0 48 11826.6 0.609 1.300 1/277 t _ Right Cantilever 0.1 0.000 0.1 Full 14574.4 0.000 0.000 L/0 Z F. ZO Combined Bending and Web Crippling W W Reaction or Load Bmg Pa Mmax Intr. Stiffen U CI Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? 0 N R1 960.0 1.0 1836.6 0.0 0.63 No H R2 960.0 1.0 1836.6 0.1 0.63 No W W = U Combined Bending and Shear u O Z ' Reaction or Vmax Mmax Va Intr. Intr. W u 1 Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen U I . R1 960.0 0.0 0.86 0.14 0.00 0.02 NA p F' R2 960.0 0.1 0.86 0.14 0.00 0.02 NA Z 1 cry= -- ' ,' , t om . :{ , , rf ,,y ? Y ri , , _ 1 , c s ... '4 - • AA, ;0 Ana i n n =: 1 ? } ... -. i. i . „_ .•..... al,. a..a .. 12 .Yn 'r.fKUY. m wa ?• Ml;l*•>• =F: •Y wGx<).Mn j ` ,.�} "::. .'. .. . iv{ . f . t.' , •,_Je.;ia': ?N. ....._..... ...... nt. M.tl`....vr:,+r- . -iw.. ..• ..aarw- a -. .. -. t• 1996 AISI Specification DATE: 4/22/2002 LGBEAMER, copyright Devco Software, Inc. Engineering Storage SECTION DESIGNATION: 1200S200 -97 Single C Stud INPUT PROPERTIES: < Web Height = 12.0000 in Steel Thickness = 0.1017 in w Top Flange = 2.0000 in Inside Corner Radius = 0.1525 in rt w Bottom Flange = 2.0000 in Yield Stress, Fy = 50.0 ksi D 0 Stiffening Lip = 0.6250 in Fy With Cold -Work, Fya = 57.6 ksi -' 0 Punchout Width = 1.500 in Punchout Length = 4.0000 in N 0 cn w OUTPUT PROPERTIES: -J H U) u_ Effective Section Properties, Strong Axis 0 Neutral Axis from Top Fiber (Ycg) 6.0000 in Moment of Inertia for Deflection (Ixx) 30.4168 in ^4 ¢ Section Modulus (Sxx) 5.0695 in^ 3 CO D Allowable Bending Moment (Ma) 14574.35 Ft -Lb H w Gross Section Properties of Full Section, Strong Axis ? f' Neutral Axis from Top Fiber (Ycg) 6.0000 in I-- O Moment of Inertia (Ixx) 30.4168 in ^4 w Cross Sectional Area (A) 1.6774 in ^2 Radius of Gyration (Rx) 4.2583 in N Section Properties, Weak Axis w W Gross Neutral Axis (Xcg) From Web Face 0.3814 in 0 Gross Moment of Inertia (lyy) 0.6347 in ^4 u. 0 Radius of Gyration (Ry) 0.6151 in Z U N H = Other Section Property Data Z ~ Member Weight per Foot of Length 5.7080 lb /ft . Allowable Shear Force In Web (Unpunched) 7814.15 lb • Allowable Shear Force In Web (Punched) 0.00 lb Pao for use in Interaction Equation C5 -2 22242 lb 1 Torsional Properties Dist. from Shear Center to Neutral Axis (Xo) - 1.0141 in St. Venant torsion Constant (J x 1000) 5.7832 in ^4 Warping Constant (Cw) 18.8758 in ^6 Radii of Gyration (Ro) 4.4204 in Torsional Flexural Constant (Beta) 0.9474 • "r• r ' a aax+enw.a;. hv.yr.vw.... rou,:,mrylsxa:YtxV°,......n. .......•. .............,.,., -, f r.....M...r Mr.r. f . ,v r.*fie! 4N;0?; M.IiY�t'"Y` . °t�lPoC7Y.:fii: , • • �, ^.' a- LGBEAMER, copyright Devco Software, Inc. 1996 AISI Specification Project: Engineering Storage Ceiling Beam Date: 4/22/2002 Page 1/1 i P1 \i/ 1 Z i Qa ♦ I y '` , 180 0 I /ft re g : f i 6U R N 0 R1 R2 W 24.00 ft J I Point Loads P1 N w • Load(lb) 500.0 W O X- Dist.(ft) 12.0 E _ e, I - 4,1 1996 AISI Specification DATE: 4/2212002 LGBEAMER, copyright Devco Software, Inc. Engineering Storage SECTION DESIGNATION: 1200S200 -97 (2) Boxed C Stud z INPUT PROPERTIES: • Web Height = 12.0000 in Steel Thickness = . 0.1017 in = z Top Flange = 2.0000 in Inside Corner Radius = 0.1525 in C4 I Bottom Flange = 2.0000 in Yield Stress, Fy = 50.0 ksi 6 = Stiffening Lip = 0.6250 in Fy With Cold -Work, Fya = 57.6 ksi v p Punchout Width = 1.500 in Punchout Length = 4.0000 in to W iu OUTPUT PROPERTIES: N i Effective Section Properties, Strong Axis 0 column uniform lateral load stud _ - -_- '- � - - 7 LGBEAMER, copyright Devco Software, Inc. 1996 AISI Specification Project: Engineering Storage Column Date: 4/22/2002 Page 1/1 !xi am ff R1 R2 z 13.00 ft H 1- Z Section : 362S162 -54 (2) Boxed Maxo = 2333.9 Ft -Lb �' Moment of Inertia, I = 1.75 inA4 Va = 6891.2 lb U Wind or Earthquake Factor Included ? No U 0 fn W Flexural and Deflection Check J m I Mmax Mmax/ Mpos Bracing Max Unbr Deflection W 0 Span Ft -Lb Maxo Ft -Lb (in) Length (in) (in) Ratio 2 Left Cantilever 0.0 0.000 0.0 Full 164.9 0.000 L/O QQ Center Span 0.0 0.000 0.0 None 164.9 0.000 UO u. Right Cantilever 0.0 0.000 0.0 Full 164.9 0.000 UO to d W Combined Bending and Web Crippling Z H Reaction or Load Brng Pa Mmax Intr. Stiffen Z 0 Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? W W 2 D R1 0.0 1.0 1048.6 0.0 0.00 No . , R2 0.0 1.0 1048.6 0.0 0.00 No D0 O w Combined Bending and Shear 0 I- WW , Reaction or Vmax Mmax Va Intr. Intr. _ U V- Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen u - 0 R1 0.0 0.0 0.54 0.00 0.00 0.00 NA R2 0.0 0.0 0.54 0.00 0.00 0.00 NA U N. .,..-co Combined Bending and Axial Load p I Z Axial Ld Bracing (in) Allow Ld Intr. . Span (Pb) KyLy KtLt . (Ib) P /Pa Value Left Cantilever 0.0 (t) None None 20180.3 (t) 0.00 0.00 1 Center Span 4820.0 (c) None None 6091.8 (c) 0.79 0.79 1 ' Right Cantilever 0.0 (t) None None 20180.3 (t) 0.00 0.00 - 1 • My t . � , -';rr • : f . 4. ; 81 t :ry a a. . 1 • i • t t;, r yrlt�,�•j,� aa ,,,y� i'J. 4. S4I;',F}, 7 Ili 1 Mg i y i l l - , „ ' ..+rte -. ......_ -.....-. W...... . a: ooy! 'ndMrAB{4kW;eN7i.x+nrimuw.nt'aw �'aY^ IiftNia!•\tct ... t .,i , 1 .- �ex.msS . 1996 AISI Specification DATE: 4122/2002 LGBEAMER, copyright Devco Software, Inc. ` Engineering Storage SECTION DESIGNATION: 362S162 -54 (2) Boxed C Stud INPUT PROPERTIES: Q Web Height = 3.6250 in Steel Thickness = . 0.0566 in I z • Top Flange = 1.6250 in Inside Corner Radius = 0.0849 in o: Bottom Flange = 1.6250 in Yield Stress, Fy = 50.0 ksi D Stiffening Lip = 0.5000 in Fy With Cold -Work, Fya = 50.0 ksi Punchout Width = 1.500 in Punchout Length = 4.0000 in (0 o cn W OUTPUT PROPERTIES: _I I u) u , Effective Section Properties, Strong Axis w O Neutral Axis from Top Fiber (Ycg) 1.8363 in i Moment of Inertia for Deflection Ixx 1.7454 in ^4 u. ( ) u_ a 1 Section Modulus (Sxx) 0.9354 in^ 3 co d • ! Allowable Bending Moment (Ma) 2333.88 Ft -Lb H W • Gross Section Properties of Full Section, Strong Axis ? ~ Neutral Axis from Top Fiber (Ycg) 1.8125 in 0 z Moment of Inertia (boc) 1.7454 in ^4 W uj Cross Sectional Area (A) 0.8438 in ^2 D p Radius of Gyration (Rx) 1.4382 in c) co' o F- Section Properties, Weak Axis W W i Gross Neutral Axis (Xcg) From Web Face 0.5363 in H � Gross Moment of Inertia (lyy) 1.3083 in ^4 u- ~ O Radius of Gyration (Ry) 1.2452 in w z: Uw F. I Other Section Property Data 0 Member Weight per Foot of Length 2.8713 lb /ft Allowable Shear Force In Web (Unpunched) 6891.17 lb • Allowable Shear Force In Web (Punched) 0.00 lb . Pao for use in Interaction Equation C5 -2 8209 lb ‘ t }y t x, 4 i ft 4 . ±:' ',s:c.:r....e. .,....,,. ,.., ,.., , u,.,•w ,*.,v,::r.. gYaemeatezwe»w,. ,. . Brtew.fMa yaurra+nsaw.....,......�.,. ,m•Q..... ................,. w.. ..._, h.. ». ....exa+,r`sa:d :•rt!i''' finks ,.,r�isf;i "k!k'S'�.`7'wti'S.7 R,. ,.� I . 1 9/ LGBEAMER, copyright Devco Software, Inc. 1996 AISI Specification Project: Engineering Storage Stud Date: 4/22/2002 Page 1/1 i' ,Z41', !.\^,n to { • , �?;k4:1., " "��x it ; )✓ - . �.. ',t�:S:.• a te; , ! � , ti. •:'�- ' ; Unif Ld 1(1,9 .: - �• . ; : ` at zto = 1..: .t-- Z R1 R2 re .c 3.50 ft 13.00 ft 6 5 -.I C.) Section : 362S162 -33 Single Maxo = 480.5 Ft -Lb U 0 Moment of Inertia, I = 0.55 in^4 Va = 1039.1 lb u W Wind or Earthquake Factor Included ? YES o7 LL, , Flexural and Deflection Check W O Mpos Bracing Ma(Brc) Mpos/ Deflection u. J Mmax Mmax/ M • P ( ) p u_ Q Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio co . ; Left Cantilever 61.2 0.096 39.1 Full 480.5 0.061 0.222 L/379 = W Center Span 181.7 0.284 181.7 Full 480.5 0.284 0.327 L/477 E" _ , I Right Cantilever 0.0 0.000 0.0 Full 480.5 0.000 0.000 L/0 Z I- I- O } Combined Bending and Web Crippling W W 0 p � ? Reaction or Load Bmg Pa Mmax Intr. Stiffen U Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? O N R1 104.7 1.0 253.8 61.2 0.47 No a H I R2 60.3 1.0 139.9 0.0 0.39 No = W U • Combined Bending and Shear 0 • Z ' Reaction or Vmax Mmax Va Intr. Intr. U 0 Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen = R1 69.7 61.2 0.54 0.09 0.10 0.02 NA I- R2 60.3 0.0 0.54 0.08 0.00 0.01 NA Z Combined Bending and Axial Load Axial Ld Bracing (in) Allow Ld Intr. Span (Ib) KyLy KtLt (Ib) P /Pa Value Left Cantilever 0.0 (t) None None 4154.0 (t) 0.00 0.10 , Center Span 900.0 (c) Sheathed Sheathed 2152.7 (c) 0.42 0.67 Right Cantilever 0.0 (t) None None 4154.0 (t) 0.00 0.00 4 f�J ,wT 111 c[ ire,' '. A. A ;' : ,, 0 „ t .v':'..: .. ..vaa. .:.LW.u.Y':i :ull�+. .... y . . .. r y . . v .y. !4 fik.•.u.yx... ...a...... ... .. _ ... fiPOt+M..0 <) .,. .. ., ......_. .. . . . ,,,„.„,-,vnt„ `n..,,,,T.f,, !r.r ,•"'F'5:... ... 1 �f� 4• ` � i 0 • 1996 AISI Specification DATE: 4/22/2002 LGBEAMER, copyright Devco Software, Inc. . Engineering Storage SECTION DESIGNATION: 362S162 -33 Single C Stud INPUT PROPERTIES: ' Z Web Height = 3.6250 in Steel Thickness = 0.0346 in Top Flange = 1.6250 in Inside Corner Radius = 0.0764 in ~ w Bottom Flange = 1.6250 in Yield Stress, Fy = 33.0 ksi D" = Stiffening Lip = 0.5000 in Fy With Cold -Work, Fya = 33.0 ksi -I 0 Punchout Width = 1.500 in Punchout Length = 4.0000 in co o OUTPUT PROPERTIES: H u) u.., . Effective Section Properties, Strong Axis w 0 Neutral Axis from Top Fiber (Ycg) 1.8425 in 2 ( Moment of Inertia for Deflection (Ixx) 0.5512 in ^4 g Q Section Modulus (Sxx) 0.2918 in^ 3 N d Allowable Bending Moment (Ma) 480.46 Ft -Lb = F- _ Gross Section Properties of Full Section, Strong Axis ? '— Neutral Axis from Top Fiber (Ycg) 1.8125 in z O Moment of Inertia (Ixx) 0.5512 in ^4 w w Cross Sectional Area (A) 0.2621 in ^2 2 D ` Radius of Gyration (Rx) 1.4501 in U w o !-- Section Properties, Weak Axis w w - Gross Neutral Axis (Xcg) From Web Face 0.5370 in F =„ Gross Moment of Inertia (Iyy) 0.0993 in ^4 LL, ~O Radius of Gyration (Ry) 0.6155 in — Z ti.i U= Other Section Property Data O H Member Weight per Foot of Length 0.8919 lb /ft Z Allowable Shear Force In Web (Unpunched) 1039.14 lb • Allowable Shear Force In Web (Punched) 0.00 lb Pao for use in Interaction Equation C5 -2 3176 lb Torsional Properties Dist. from Shear Center to Neutral Axis (Xo) - 1.3345 in St. Venant torsion Constant (J x 1000) 0.1046 in ^4 Warping Constant (Cw) 0.2928 in^6 Radii of Gyration (Ro) 2.0646 in Torsional Flexural Constant (Beta) 0.5822 ' ( F,, An. ,. ��f 1 f . , ' 'rat r :fon, �,��t p *., -�i4 ti wr�yi y.,. ', :r O at; . .r. ,..�i: .7:: e... :. i.i'..r •. u,,. ...,,.,. ..u....,ati1le+•�Sxtl+.lw .•.r!;hT�tiT /9nvANY VNRTJ f; M11R' LM,tt1!H•Iy.ViN'A'l1YNrllw... rv.r.. u.r'NlYbl= •••Ce. ....... .. ..._....... ,. «.. ... .. ..,. ,....msn 1 :Wiirs 4{"F.'.N' "d. ' lateral engineering storage seismic zone 3 elements and components walls resisting system - .- - � ' - . direction 2 direction 1 metal stud post metal stud wall ceiling weight wall weights direction 1 flexible diaphragm tributary area walls on grid direction 2 wall 2 wall 3 gypsum board -- i- , -,._ r ENGINEERS - NORTHWEST, INC.P.S. SHEET IS OF 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev. 3/18/99 SEATTLE, WA. 98115 Input = =r `- :' ''cells shaded thus Job number *41#:,.02000031- I Job name E`ndri eeiinq Storage;"; - . ... .- : -__ -.. - I 97 UBC Section 1630.1.1 Redundancy Factor ( for shearwalls ) Q Definitions:- 1.) Wall = summation of piers in a line . 1- Z 2.) Pier = a segment of a wall a Lu Lu 6 m Direction of earthquake `' 'iT;- - 0) O ° p Wall on Grid Line = >'Q % >° r C y a t C; t ; : zkiG=�; " ' kOrg4 Mc;� cn w Pier itait1~ r.4� > :- 40444 . r;�y�� -�� g g • 4...��, E- % of story shear to this wall = 4 = Q�- 25R- ;_ it�25 '; "ZME ' 2 � 4 :Oxi 0 % of wall shear to this pier = E . 2 -. 5. �: - ` '' � 2 5:9�s: r•� "'5,:<- ,:...:34:7:~Yy� F:.,- X9:'3 =�=� �� °1��,:: „�~,;:�0.r �_ f' Length of this pier (1w) = 4,12 & ..? =-7,:& a= '16 ISIS w `4: W .~. 2 `7i :t ` ft. AB( ground area of the structure) _ ;.:4320`x= 4320 4320 4320 4320 4320 ft.2 u) a O Output Output Output Output Output Z Z % of story shear to this pier = 6.48 3.88 8.68 2.33 3.63 0.00 E- ~ O ri = 0.052 0.052 0.052 0.052 0.052 0.000 Z H p calc.= -3.87 -3.89 -3.88 -3.89 -3.88 0.00 • uj p = 1.00 1.00 1.00 1.00 1.00 0.00 U ❑ O - CI I-- p design = 1.00 W u.l _ For 1 Shearwalls I p - O .. Z W U= O 1 ' Direction of earthquake ::,:,,;::-.2 Z Wall on Grid Line _, - ; F "''�t`'` X12_- - _15 ; =' . - • . TS�= :< - •'� "- - . == .: ,'. a•t Pier ' �" ..:mf ` ` ., - :,V :V u .. 'k 11 '' 14_ .. =' 5 %.. ::- % of story shear to this wall = 4.4 .1 SQ' " t"4`5O 0 7 ; % of wall shear to this pier = 7= '.1OO = :13' ` .Z86' 3 f ^ raQ� ` , :; ; Length of this pier (1w) = : ilfY1+ -'51, . :';'' > 1PY e ;:I -- : Y,..• : w -_ f, AB( ground area of the structure) = 4320 4320 4320 4320 4320 4320 ft. Output Output Output Output Output Output % of story shear to this pier = 50.00 6.85 43.15 0.00 0.00 0.00 ri = 0.179 0.105 0.105 0.000 0.000 0.000 p calc.= 0.30 -0.89 -0.89 0.00 0.00 0.00 p = 1.00 1.00 1.00 0.00 0.00 0.00 p design = 1.00 ; fir' , !,', For 2 Shearwalls ; r1 " 1 "):iH NOTE : - In order for p design not to exceed 1.00, then ri max. = 0.304 & the pier shear for this ?::" -'; r' structure must not exceed 3.042 % of the story shear per lineal foot of the pier. In other :'• words a 20'-O "long pier should not carry more than 60.85 % of the story shear for this AB. '` :, . t 4/22/2002 0 rho shearwalls 97EQSHR.xis ', -,,. .. .. - _ . . . .. ... . ` .. .. •t�.. • ir Diaphragm/ < • 4. S hear:Wail Tables . • • - : . . '\ _ .. Steel Framed Shear Walls with Gypsum Wallboard, Plywood and Piaster • Anishes on Both $Ides Z • - Allowable Shear Values in Pounds per Lineal Foot • i z • • � w The tests consisted of a large number of different full- procedures. ASTM E564 is a static test method for D 6120 wall panda in accordance with the acceptance determining the spar of framed walls for U 0 criteria. . for sandwich panels defined by the Rose* ch, . buildings whet exposed Co is -glen shear forces duo to t w Committee of the Intematiomd Coaf:reace of • wind or earthquake. . Screw Spacings are noted a W H • Btuidiag Officials (YCBO), and in accordance with the maximum sped fgs. ' • Building codes and standard • to ii., • ASIM E564 specifications, using both static tmi- :practice may dictate closer:icrew spacings.. W 0 &sectiional loading and cyclic reversed loadin Q u. Q N D ALLOWABLE SHEAR FOR WINO OR SEISMIC FORCES IN POUNDS PER FOOT FOR VERTICAL z w DIAPHRAGMS OF STEEL STUD WALL ASSEMBUESO Z H j max. Stud ' Material' Screws Nominal SHEAR Spacing" Maximum Shear VAUfE W W (n.) Type Thickness (inn size Sp.dng (pt() (par = Q 24 1/2 • No. 6 x 1 -inch 12 333 133' 0 CI 1-- 16 Gypsum Wallboard 1/2 i No. 6 x 1-inch 12 425 170" -- ,G/T1...AL(.S W W (both sides) F U 24 1/2 No. 6 x 1-inch 6 - Perimeter 563 225' F. 12 - Interior A u' O Z Base 24 5/8 No. 6 x 1 (base) 24 - 8e Ply 438 175"' W U? I Two Ply No. 6 x Ii(fake) 12 - Face Ply 17: I O Gypsum Sheathing Board f. • z 24 (one side) Gypsum 1/2 No. 6 x -inch 12 263 105" r rA.m.r.0 1 Wallboard (opposite side) S COX Plywood (one side) 24 Gypsum Wallboard 1/2 No. 6 x 1-inch 12 375 150 • (opposite side) . Expanded Metal lath and 24 po(dand cement piaster '7/8 No. 8 x 1/2 -inch 9 - (lath) 450 180 . i (3 -coat) both sides . • (Iatttr • • . i (1) Values are fox short -time loading due to wind or earthquake.' These vertical diaphragms shall not be allowed to• resist b I ads imposed by concrete or masonry walls except as allowed by building code provisions. Assemblies that are required • to be tire resistive stall also comply with the requirements of the fire test standard and assembly. . (2) Walls shall be trarned with a minimum 0.035 -inch (20 gage) stn�ctura1 'C studs attached to a minimum 0.035 -inch : f. its runner track by either No. 10 x 1/2 -k#t screws or by 1/8-inch long fillet welds.each side. top and bottom.. Overall stud dimensions shall be a minimum 3S4 x 1% inch with a minimum yie{d strength'o( 33 ksi. Uplift of corners (end studs) shall • r' l r be prevented by installation of clip angles and /o( other connectors designed to attach wall to structural elements below. Ill (3) Applies to attachment at all studs and runner tack. (Note: Shear Values can be considered conservative { for screw �,,,.,t., M1' '1. N' c Yy � ; � pac s less than those specified let this table. Building codes may dictate screw spacings less than the tested spacings). , ,,:!' , - , .3.:,: ~'' `''- "' ng (4) in addition to the requirements herein, comply with manufacturers requirements for installation. •. ' 1 :, (5) Shear values we the recommended design values based on the Nominal Shear Cap with a Safety f=actor of 2.5. "�' ^? ' ■ ' These values shalt be (edu 50 t toe {oadn due to earthquakes in Seismic Zones 3 and 4 of Pe(tonnance • ;, . i (6) Pam 9W ' ;' • Categories C, 0, & E „J iy r r w�= r. • �,• ; ►r Reference LE. Klippstein•aad TS.Tarpy Jr.. Shear Resistance of Wails with Steel Studs, American Iron and '?' :ji ' ' ; Steel •Institute, June 1992't { , , . a' 11)4K40, ' ; igtz 1 » 2 . 1 , i :i ,T7HT. �)�.,,,tw:3u ✓p.SY` �,, :,, ,1Y' %`.'. , -e.., .,. ..v .....•... , - - r T 1• , •., J% ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE NE, SUITE 205, SEATTLE WA 98115 - (206) 525 -7560 - FAX (206) 522 -6698 Job No. c Zcc)o31 Job Name El fit►- tEeg.t.L 'G � E Date ,4-f ZZ/v2..- Subject Llic -mac. -- Shee __of By I17 'Shear Wall Overturning .I'- z W Simpson Hold- o: Lli Wall v Hwall Lwall DL M S We Wt L3 Mot T down, and # of D Mark (PLF) (ft) (ft) (PLF) (K -ft) (ft^3 /ft) (KLF) (KLF) (ft) (K -ft) (Ibs) Studs 0 i O 0 W1A 56 11.5 12.50 152 8.1 26.0 0.46 0.16 9.4 -3.83 0 rn 0 W cn 1 B 56 11.5 7.50 152 4.8 9.4 0.67 0.36 5.9 0.56 94 H W1 C 56 11.5 16.75 152 10.8 46.8 0.38 0.08 12.1 -10.54 0 co LL . ' W1D 56 11.5 4.50 152 2.9 3.4 1.01 0.71 3.6 1.36 376 u j 0 I W 1 E 56 11.5 7.00 152 4.5 8.2 0.70 0.40 5.5 0.78 142 Q 2 Q W2 62 11.5 29.00 92 20.7 140.2 0.24 0.06 21.2 -18.01 0 t Q W3A 84 11.5 6.50 92 6.3 7.0 0.98 0.80 5.3 4.34 817.- 1 co 3 W3B 84 11.5 41.00 92 39.6 280.2 0.23 0.05 29.7 -37.72 0 v 9/-trot../ I- w H - # 2e w w 4' (- Ze7 CC 4- D o . U { O t] f- i �& ::< t�= 1 0 I- U - . M12c7A c L W !- /c-1-..O .-C CJ a u-1 C--)= w S. S" = - 4-c Nit-Ti Wtr' ELY o ~ 6 ' V,., { -4 63, 2 r `IA -= z7Z- z A= 8(7 = It- ' \ G I.15 . 4 , c H ' 't ' " cti • , •;,-. 7 ' . ' ~zit gg"��",� Q%ii('`f "'! te . i two, .{� �1µ 1 1 ; wi` file: E -S - Shearw- OT.xls ', ri ;.,:p F .1 }: �.,. .... ,.' ..,,.... .... ,r.:!✓.a +.zrnr.'.,,..]1�:1n S .lx '. .. .ps97'Pi3N.fi+q`r , r;1;..q :sa+.;sYskr .,anw a..:«,....... .... - .s: y,..no-,.......... ... - .as.nr.»^RN'F'#rav;N'bb: -' r - t. ' SIMPSON StrongTie S /HD HOLDOWNS CONN[C1OIi1 The S /HD's design make installation easy. , • ° • ° ° 1 The narrow width fits within the stud section. MATERIAL: 10 ga with 2 Y8" plate, 7 ga with v2" plate (S /HD15). ° • ' • ° FINISH: Simpson gray paint. • • • • • • INSTALLATION: • Use all specified fasteners. • • ' • , • See SSTB Anchor Bolts. The design engineer • may specify any alternate anchorage calculated • • • • to resist the tension load for your specific job. H • • • • Z • Reference section R603.7.2 and table R603.8.1.3 of the ° International Residential Code (IRC) for holdown requirements. • ° • • i Z CODE: ICBO ER -5275 (S /HD8 & S /HD10). • • • re W a • ' ' Dimensions Fasteners . - .... llowable Loads (133) ° _1 0 (133) AA" . • • o o ;..,: Np ., ' W:' H. CL Anchor- •,S crews ULT 20 ga :18 ga 16 ga'- • CD W Dia.. S /HD8 21/2 13% 11/2 % 24- #10 29000 7615 8460 8940 Y ^ I J I S /HD10 2% 16' /a 11/2 1 /a 30- #10 29000 9520 9665 9665 - CO L S /HD15 2'/a 21'/ 1'/2 1 48- #10 1 46000 - 12200 13800 c,\.. ^ W 1 1 The Designer shall specify the anchor embedment and configuration. See SSTB Anchor Bolts. S /HD8 I_� 2. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed. \,-*---- ' J 3. Allowable loads apply to 16 gauge and thicker members U- < 4. Multiply the loads shown by 0.75 when a 33% increase for wind or earthquake loading is not allowed by the S/HD10 � d design standard being used or when the 0.75 load combination factor in A.I.S.I. Section 5.1.3 (1996 edition) (S/HD15 similar) = W is not allowed, see page 4. F- _ Z I- I- 0 0 S ources of Deflection at the Z Shearwall Holdown Connections 2 D Typical S /HD8 °° U p Installation o A. Eccentricity in stud -when a holdown is installed on only one side of the stud, CO 0 an eccentricity exists during loading which can cause additional movement in o - i 110°.1 B the shearwall system. W - 444 I B. Nut spin- unrestrained anchor bolt nuts can spin loose during cyclic loading; = UJ o D the use of steel nylon locking nuts or thread adhesive may prevent nut spin. F- U . 0 C. Lack of nut tightening - additional movement can occur when nuts are not u- 0 tightened sufficiently. Z �� D. Deflection of the holdown- deflection can occur in the holdown under load W CO caused by stresses due to earthquake or high wind. - E. Vertical deflection at the holdown seat caused by stud rotation 0 F- `� z .I lateral the displacement holdown base plate at the to top displace of the wall vertically. rotates the stud around its base causing Z 0 U S /LTT 6r S /HTT T� S5b \ 1— o The S /HTT14 is a single -piece formed tension tie -no rivets, and a 4 -ply I-.•w -j formed seat which won't unfold during loading. No washers are required. • y The S /LTT and S /HTT Tension Ties are ideal for retrofit or new construction • ° • U.S Patent • • s projects. They provide high strength, post -pour, concrete -to -steel connections. • • 5,467,570 L MATERIAL: See table. • 0 • • • • .5, FINISH: Galvanized. . • • 1'b" S INSTALLATION: • Use all specified fasteners. • ° ° _ __ _ ii - • al • Use the specified number and type of screws to attach the strap portion • to the steel stud. Bolt the base to the wall or foundation with a suitable H a ' co anchor; see table for the required bolt diameter. i1"•'t•, CODE: ICBO ER -5275. s= Y waT { 3•, ova = � Material Dimensions Allowable Fasteners ' t t,' ,1 n,..,, M f a ,s` QI: Loads ---1- ' }. y s r Na :.: 'Stra Plate W H CL - Anchor Screws ` °; • j�efts ..,', . -: .p . '/2 'h . (133):.: � ..�;,; �j S /LTT20 12 ga 3 ga 2 20 1 5- #10 1455 48a to . S /HTT14 11 ga - 2/2 15 1 /� s/a 14 S /HTT14 I #10 4385 mN \ , „, .qP ' :; - :;f.' 1. The Designer shall specify the anchor embedment and configuration. See SSTB Anchor Bolt -. S N LOAD TRANSFER , J .' .`•,' -° w 2. Allowable loads have been increased 33% for wind or earthquake loading with no further I m z PLATE- WASHER I ` ` ` i ,''' Increase allowed. q ( I NOT REQUIRED I %., , -,' Y `' 3. Allowable loads apply to 16 gauge and thicker members 4. Multiply the loads shown by 0.75 when a 33% increase for wind or earthquake loading is �gs not allowed by the design standard being used or when the 0.75 load combination factor in Typical S /HTT14 AMII„ k A,I.S.I. Section 5.1.3 (1996 edition) is not allowed, see page 4. S /LTT20 Installation as a Holdown t ??...a � ; k! 11 4� 'I,;ir" r ,I.,......,...,m,„.$ 7 '7.rW+cri;ArM.N9a •.m... + -..�. -, . v.. a+ Mtxa#. ar^ v7°.•. StY' �rtttL' �i+ SYw. rr;•,. xa., ,i,.,,_.... ................ ... ........ ,,,,.,,...,..,, .....w- ,.,.. -.,..a „ ... .... ...._... .. ...� .,, , . - 4.. - 3'' .. .�. ,,..,.. , .. ....... .. . ,,,.�,,., ,.- .rry >:'- z °''ri',•ii.vr.. '�N1;Pi9�rw4h.. I ENGINEERS - NORTHWEST, INC. P.S. SHEET L 1 OF 6869 WOODLAWN AVE. N. E. (SUITE 205) Rev. 1/3/00 SEATTLE, WA. 98115 AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS Also 1997 UNIFORM BUILDING CODE - Section 2218 • NOTATION SCREW PROP ERTIES GAUGE METAL THICKNESS Number Nominal Gauge Thickness z d = nominal screw diameter D esignation Dia., d, in. ( in. ) • H Z dw = the larger of the screw head or washer # 2 0.0860 25 ga. 0.0188 U diameter, but not larger than 1/2 "(5/16 °MIN.) # 3 0.0990 22 ga. 0.0283 FS = factor of safety = 3.0 I # 4 0.1120 20 ga. 0.0346 j U Pas = allowable shear force per screw # 5 0.1250 18 ga. 0.0451 U o Pns = nominal shear strength per screw # 6 0.1380 16 ga. 0.0566 w = Pat = allowable tension force per screw # 7 0.1510 14 ga. 0.0713 -J H Pnt = nominal tension strength per screw # 8 0.1640 12 ga. 0.1017 u- Ppt = pull -out force per screw # 10 0.1900 Fu =45ksi min. Ppov= pull -over force per screw # 12 0.2160 ti = thickness of member in contact 1/4 in. 0.2500 with the screw head I NOTE : - co a t2= thickness of member not in contact 1.) Screw sizes smaller than # 2 or larger than 1/4" w with the screw head I are not to be used. ) z i_ Fu, = tensile strength of member in contact 2.) The tested shear capacity of the screw shall not Z O with the screw head be less than 1.25 P„= 3.75 P. U U F„2 = tensile strength of member not in 3.) The tested tension capacity of the screw shall not D p contact with the screw head be less than 1.25 P = 3.75 Pat, 0 cn • E6.3 Shear E6.4 Tension 2 U Pas = P ns/3 Pat = P nt/3 I For bit, < =1.0 Pas shall be taken as the smaller of Pa, shall be taken as the smaller of u- 0 Pas = 1.4 (t d) Pull - Out w co Pas = 0.9 t1 d Fu1 Pat = 0.283 t2 d Fug H I Pas = 0.9 t2 d Fug Pull - over Z Pat = 0.5 ti dw Fu, For t2/t, > =2.5 Pas shall be taken as the smaller of • ' Pas= 0.9t,dFu1 Pas = 0.9t2dFug \ For 1.0< t2/t, <2.5 Pas shall be determined by the linear interpolation b_ etween the above two cases /ALLOWABLE LOADS (lbs.) . scREw #12 #10 #8 #6 SIZE d = 0.216 d = 0.190 d = 0.164 d = 0.138 GAUGE SHEAR PULL-OUT SHEAR PULL -OUT SHEAR PULL-OUT SHEAR PULL -OUT 25 75 52 71 46 66 39 60 33 22 139 78 131 69 121 69 111 50,, .,, • . u 20 188 95 177 84 164 72 151 61 ti ,t + +� 18 280 124 263 109 244 94 u "' '. - z ' "., : N 4 ,.d. 224 79 't 16 394 156 370 137 344 118 315 100 Al�{ t' 14 557 196 523 173 474 149 398 126 ' : ' -4.. . 1 . , : 4 :.' 1,1: 12 890 280 783 246 675 213 568 _ 179 • �: Min. Edge � °"� �;' , _ '. Dist. and 11/16 in. 9/16 In 1/2 In 7/16 in. t i: °;� ", ?' :. i.,.k o/c Spacing ,:),::,,1).,: :> ,SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER. 1 r 6/30/2000 w: tat; - :. . ,., Page 1 SCREWS d,2i 7+y1,,,., + ef'. 1' r." a f, ,,,w....7eY +!5's 464w#JA0 ---- -- ... .., ._ .,,..... .. . t .... ... .... .... _..........,...w......r.. ti__i. ... ... .. .. ..;: ... , . .' _ .....- ...- ,-- ,....... - _- _ drag struts tie to existing concrete wall - - -. - r r - - . S • ,>4,, Z I LGBEAMER, copyright Devco Software, Inc. 1996 AISI Specification Project: Engineering Storage Drag Strut on Grid D Date: 4/22/2002 Page 1/1 . T' S � r{'.1. *' 3 nf.t1" }ii: 4� , i • V 7i i t 6 i5 7: ,, ,, t :h�s i c \ \ ! 01"; � fn? U Ld '. t }e ?, ri ;, ; .c . . .. Y S .. Y,'' .1 2T.6.P ,. .. lb/ft T Ls Z _ ,. • R1 � R2 ~ W 24.00 ft tY 5 6 5 Section : 1200S200 -97 (2) Boxed Maxo = 29148.7 Ft -Lb 0 0 Moment of Inertia, I = 60.83 inA4 Va = 15628.3 lb N W Wind or Earthquake Factor Included ? YES -' I- 0 W . Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Max Unbr Deflection u. Q s Span Ft -Lb Maxo Ft -Lb (in) Length (in) (in) Ratio N Left Cantilever 0.0 0.000 0.0 Full 203.0 0.000 L/O U Center Span 15552.0 0.400 15552.0 48 203.0 0.898 L/321 I- W Right Cantilever 0.1 0.000 0,1 Full 203.0 0.000 LJO z H Combined Bending and Web Crippling Z 1- W 2 ? . Reaction or Load Brng Pa Mmax Intr. Stiffen D p Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? 0 R1 2592.0 1.0 3673.3 0.0 0.64 No 0 R2 2592.0 1.0 3673.3 0.1 0.64 No W W HU Combined Bending and Shear u_ _0 Reaction or Vmax Mmax Va Intr. Intr. i ii Z Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen U N :. R1 2592.0 0.0 0.86 0.14 0.00 0.02 NA P R2 2592.0 0.1 0.86 0.14 0.00 0.02 NA Z Combined Bending and Axial Load • Axial Ld Bracing (in) Allow Ld Intr. , Span (Ib) KyLy KtLt (Ib) P /Pa Value \ Left Cantilever 0.0 (t) None None 91310.8 (t) 0.00 0.00 Center Span 12152.0 (c) 48.0 48.0 33926.7 (c) 0.36 0.70 Right Cantilever 0.0 (t) None None 91310.8 (t) 0.00 0.00 • f a qC°,' �� : 'r. ? L r 1:1; } ° f eikv rvl 'dry �'. ?` ga, 5i! ;ti::. }.., :;, :-i. d.\.r ,e.�.. .... .. -. . ....\. iaei+Mtlr<:+txhr.cw;rn.iiaM r3aiG+ vt!* R34YtiM !W7!1Ma•inw.w...r,....... vunw..w.. _.. � ........_.., ...env. __. .,r. swan s :. . new openings in existing concrete panels span horizontally to plasters window weight of header supports window tributary seismic wind span between plasters / - ' 4• 1 1 ====.11 IIMMENNIMMI FR A N K L I N 1904 Third Avenue F'H 206623 -7255 Suite 256 FAX 206 623 -7403 ENGINEERING Seattle WA 98101 franklin @wolfenet.com Z MECHANICAL CONSULTING Q F April 25, 2002 .,�,, F ILE COPY ,� of -J 0 ' ENVELOPE SUMMARY ,qy z g 2002 co z i~ RE: Engineered Structures kIA.AS NOTED co w ' w O t t 1LDtf4G p7UT i � u.< Heated space applies to office space. Warehouse is semi- heated and will follow the prescriptive cn a ' requirements in the 2000 WSEC, section 1310.2. F = zi~- j Vertical Glazing: U =0.75, SC =1.0. Unlabeled glazing - 1/2" space Air, fixed, default. Or z o certified tested assembly per NFRC. g uj U0 N Doors (Opaque): Wood, U =0.5, default. o F- w w . Other Roof Type 1: R -19 batt insulation on vented T -bar. U= 0.053, calculated. i 0 u- O Other Roof Type 2 (Restrooms): R -19 batt insulation on GWB ceiling with metal studs. iii u) U= 0.097, calculated. 0 z Wall Type 1 (Opaque): Concrete, min. 6" thick, furred with metal studs, 3 -1/2 ", 24" oc with . R -13 batt insulation, U =0.11, calculated. Wall Type 2 (Opaque, Warehouse): Metal studs, 5 -1/2 ", min. 16" oc with R -19 batt insulation, U =0.10, default. Wall Type 3 (Opaque, Demising): Metal studs, 5 -1/2 ", min. 16" oc with R -19 batt insulation, U =o.10, default. I N C 0 M P Slab on Grade: No Insulation, U =0.73, default. LT R # --- ---- -- — ' CITY RECEIVED O F TUKWIL�, i 0 rr, Please note that these values are minimum insulation for r '. ' \ code compliance. Higher y liance. Hi her insulation values ma be NI�Y � u 2002 �� ,�, `' •i� ,,, e ..3 installed. '!'0 $ PERMIT CENTER ' ' W 3'is„� �w ' SC = Shading Coefficient ili�h Daa101. 1 I galk, el y t }, .�''L"�kF !it yl Q • �I.�NMa»iV( .. . rcaa•.wry:.arp;.. r,. e✓ dasv ,vMNt+Y+tnarMms..:....,...: ..,,,..,.._.w..ww..c.c,u,.... .. ..... ,,.r... ; •.A w: ,• e; /.3kM.;;fi•CN13F8,�!t'fi;SiF,`1. , I ' : 2, Refer to Section 1310 for qualifications and requirements. F ,:) h'n Notes: ,, '' See Envelope Summary Sheet �``° rr;5;= ystitr ,,,,,:, . 4.;1. :ifs � ' /. ti:.k ''' 1, j .v'.9 a 1011 10000X 410W4OWNIVtNAOAPAMNWOWOOMIIWOM`,5R+1INWO$OT: > ra nw :trw - "" w 'J:.,_..... . . . - • — .. - ' -- •, • Apr -26 -02 11:46A Franklin Engineering 206 -623 -7403 P.03 2001 V, , aington State Nonresidential Energy Code Comptibuve Form Envelope UA Calculations Climate Zonel ENV -UA iml Wunington 3tie Nontwidannat Frwrgi Cod. Comomme>• rums Fins: F°nirui Jura 2001 t R Plan ID: _ �-- 0.034 0.0� l , - R= 13.0 Plan ID: Furrei wnc r•ta 0.110 661.0 _^ 72.7 0.140 2175.0 304.5 0 R =19.0 Plan ID: 6-1/2" rat1, .6" oc 0.100 1214. 12 '• Z In R■ 19.0 Plan Ia: o� wing 0.100 300.0 30.0 *• • R= Plan ID: Electric Resist. Other Heating el R- Plan ID: Ordinary 0 062 0.14 er re 1 0. R= Plan 10: Conc(int) 0.19 0.19 0 R= Plan ID: Cone(oth) 0.25 015 "Note: sum of Target Areas hero should equal Target Opaque Wall Area (see back) n c7 a R= Plan ID: 0.002 0.14 Note: if insulated to levels required for opaque walls, list above with opacua walls ■ 5 R= Plan ID: O = R. Plan ID: E Bern Resist, Other Heating 5 8 c R= Plan ID: 0.029 0.05.6 k e � L R Plan ID: t`s I _ R. Plan ID: t7n insulntod $ R 0.730 264.0 192.71 0.540 263.0 142 6 1 � ' , F , R- P lan ID: El ectri c Resist. Other Heating "' ` O • tY R= Plan 1D: F=0.54 F =0.54 R= Plan IQ (see Table 13-1 for radiant floor values) f ±: ' * :: - For 44U waits, indicate core insulation material. .. Totals' 7224 .0 1001.9 Totals 7224.0 1005.5 �,,, �� + -< ' For compliance: C' 1 Pro Total Area shall equal Target a oral tea. an�e ropasev i 0 tar v A shall not e�azec a a 0tai uri. sa ; :„�a;<;: , po6ed eq 9 �' �of ■ � � t • . 7 n F , -'; N4e7: ( 'T, ;'u +,;iwt.,.,..'.., .. ....... ..,., . +, n. wc• v� ^7Y:7.jfitira[ss+t�• ......a..:v . r.+..resa.cnw.v..n........ .. ' - Zr— — -- - _ • FRANKLIN 1904 Third Avenue PH 206 623 -7255 Suite 256 FAX 206 623 -7403 ENGINEERING Seattle WA 98101 r z MECHANICAL CONSULTING , 1 I-= HW c QQ 2 J 0 00 w 0 . ° Co I Wall -U -value Calculation to o . 3-1/2" metal, W W • B 24" oc R -13 7.20 2 ••, • C GWB 1/2" 0.45 0 N ■ — _ 0H D i = E H . Interior ,; ; ° ll! Z • • Surface Still Air , ; 4 : . `A' 0.68 0 CD 1. Total Cdumn 9.28 • 2. U- value, invert amount in line 1 0.11 ' • • • 1470 '47 5 t 1 -. • rs.r Y T t i E . 0 , . ,,, ,.. , ,,,,,,,,.„..:,„ . a.ri a..-......... P. ..�.w..r....•n+w5ti141aMZttSN.', 4MiYY0�)At�'+mA+w.nwo... «...... rn... ��...... �u. fxe .i•tmt+-wba,n..r.r............ . a.. mrt' t. ��t.• e4Y^" i �h�. 1 '. ��rt'.' �x ; �'.'?_Ad1i' Y.ti � i4n' f( P, j(�� 1 : Y`f• , r.. . .. _ •_� • • ?• �t imommomm FRANKLIN 1904 Third Avenue PH 206 623 -7255 Suite 256 FAX 206 623 -7403 ENGINEERING Seattle WA 98101 franklin@wolfenet.com Z MECHANICAL CONSULTING ' 1 Z J 0 00 0 U) Roof U -value Calculation W I . W 0 g 3 Layer Description Detail R -value I"- < { N 0 . Exterior Still Air t 0.61 I _ i Surface A-:.i ,!.: 1W :; ? , 5-117' mti., Z I-- I y.. 1 ; :.. %; 7 :: •4 x : ^ & y ,..5 i, ° <• A 24' oc R -19 8.60 Z 0 i, ;) ... ' ,<, ; \ x; <.&`i: `X:�`� \, , /. • B GWB 1/7' OAS � ? j • U 0 C to i « 0I— D =w i H E IL Z Interior Still Air `.,-.3.1;•:,.7-,,v...,,,,,.. 0 W Surface :=,: ,t; ., It V = '. 0 1 1-- . Total Column 10.27 Z 2. U- value, invert amount in line 1 0.097 • -,:,;, :E. f,,,t, , . i .,,. ...., „.r.,, ,,„,..„. . ,,,, :, , ,.. ',,iN 4 . tl,-'4450,,x. 12 ,,0 _ , a ,p-, 4 , ' iNAPX ,! M.t'Y.4�Yrrowru<A,.,tr.R wear N�+�xiwve:wx�nn.- ca.....�e' -> , m.. .rw....,r,...s.�a:xsn -,« . .. — .. ..............,., ... «r�rSUKt; t4,4?�, ,2 ', t' , , , . 7 - - ,- - -.cam • \ U -value Calculation for "Vented" T -bar Ceiling with Light Fixtures Franklin Engineering February 25, 2002 . -' Z =H Vent Gap ,i— Z Size: 7/8" wide by 48" long U -value of vent gap: re I Area = 7/8 x 48 = 42 in in = 0.2916 ft Assume R =0.88, 1 /R =U =1.13 J U UQ I Vent Gap Area me 0.2916 ft2 I I U -value of Vent Gap .1 1.13 I N J 1 Light Fixtures N LL ' Assume: w 112 watts/fixture = 93.3 ft 2 1.2 watts/ft g Q I 1 Light Fixture per 93.3 ft2 I I W Z= Insulation Area of insulation = area of Light Fixtures - area of Vent Gap Z O Area of insulation = 93.3 - 0.2916 w . D 0 I Insulation Area 93.0084 ft2 I 0 0 I- . =w I— , - Average U -value of Ceiling with R -19 batt insulation Average U -value of Ceiling with R -25 batt insulation ! p Z co U -value Area UA U -value Area UA 0 Vent Gap 1.13 0.2916 0.330 Vent Gap 1.13 0.2916 0.330 0'— Insulation (R -19) _ 0.05 93.0084 4.650 Insulation (R -25) 0.0493.0084 3.720 Z Total UA 4.980 ' Total UA 4.050 . Average U -value = U, = UA/A Average U -value = U, = UA/A , U, ■ 0.053 U, = 0.043 R -19 batts R -25 batts Average U -value of Ceiling with R -30 batt insulation Average U -value of Ceiling with R-38 batt insulation U -value Area UA U -value Area UA Vent Gap 1.13 0.2916 0.330 Vent Gap 1.13 0.2916 0.330 . Insulation (R -30) 0.034 93.0084_ 3.162 Insulation (R -38) 0.026 93.0084 2.418 Total UA 3.492 Total UA 2 .748 ; Average U -value = U, = UA/A Average U -value = U, = UA/A 4 - e, ... " r„ : U, al 0.037 U, = 0.029'` �' 1 R-30 batts R -38 batts Is* eit ; e ` iala. : . ,in en'!" lr gia ' ��41F�Httl�s1' 4' : !! q+ �slttfWViMlhsvrrtaF f+ raW+ LPN�fl 1` WidPkM{ 1�7Nj,# t' Ld/ t+ tl MMitrnhh *.vmun rte+ i�v: ntYnrar. :_ , , , ..,,,.._...,,.,........... .,,. ,,,,,,,,. .... .... ..... ...,... .,, .. ..,. .. `. X. P: +.'rS*?n?;�s+tyN•: + ... - ` 1 • .Y 1 • z Q � . Z . . w LIGHT FIXTURE FOR v INSULATION COVER PER v - O l�8 UL DESIGN 6216 SEE UL co W CEILING INSULATION / MANUAL FOR MATERIALS to z • J ' F PER IUALL SECTION AND SPECIFICATIONS CO ii_ w O. I-- W C . . ? F `� Z O y G� 0 c . I o o o ' „ w w 4„ o k j, z U 2 SUSP. ACOUST. TILE CEILING 2 X4 RECESSED FLUORESCENT Z f-• ' AND GRID SYSTEM PER LIGHT FIXTURE PER REFLECTED REFLECTED CEILING PLAN CEILING PLAN • \ . LIGHT FIXTURE TMNT • NONE 'il, 0: , } 1, s i t s o . • - i ;i.0 KIHI��tI7i4t rv. �, iLL':i11r.' ✓J4.NlpIMwfi.>M Nw;.MiYY'pRtt'a K+YNCY yN ..,. _ .. . .. r, rt.* �W „eMn`'YA.a?'61Y:11,.S�C'4`1�'+ . , v4ILA, 41;'' : . 0 , v s 0 C i ty of Tukt. Steven M. Mullet, Mayor (∎ Uf/ � k -,d F — i �i'i + O d i dl• 2 Department of Community Development Steve Lancaster, Director 1908 z December 3, 2002 Z aa / Barry Bennet J U P.O. Box 88028 U O Tukwila, WA 98138 coo �, (o w = RE: Permit Application No. 002- 112 u) H 18271 Andover Park Wes N w w O I• 4 *IILA �.. .qts City of Tukwila Steven M Mullet, Mayor W ( P \ �fa 2 ' Department of Community Development Steve Lancaster, Director ik ................. • • o 190 - -- May 2, 2002 _ H w . Mr. Barry Bennett 6 P.O. Box 88028 Tukwila, WA 98138 p WW RE: Letter of Incomplete Application #1 F. Development Permit Application Number D02 -011 ' O Engineered Structures E 18271 Andover Pk W g N Dear: = W Z • This letter is to inform you that your permit application received at the City of Tukwila Permit Center on z O April 26, 2002 is determined to be incomplete. Before your permit application can begin the plan review L process the following items need to be addressed. U o D Building Division Ken Nelsen, Sr. Plans Examiner o ! W W " = U 1. This application requires structural plan of ceiling joist to support ceiling. See sheet TA3 details #E &A. — Lii U Please address the attached comments in an itemized format with applicable revised plans, specifications, 0 and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications Z and /or other documentation be resubmitted with the appropriate revision block. • In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3684. Sincerely, xath,u, a..istmo() Kathryn A. Stetson t ' ; ',7 Permit Technician k r encl °" 1 4 f t4 + • File: Permit File No D02 -112 fi . C4, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 - 3665 ZS, ' ' n "L }.. w.r"Tv65' ?'.w.LG".Y,9:ur .,:ir... -....z c..,,.,......... ._ ........... ...- ......... »......•wo..:.ur,. .. .,, .., ..... ..... ... n::e:tY'.cP!eya :i'+•2".•Y:+ed'!d{!tYl . 'r . I ._. APPROVALS OR CORRECTIONS: DUE DATE: 06-1 1 -02 Approved __ Approved with Conditions Not Approved (attach comments) n �) Notation: REVIEWER'S INITIALS: DATE: ,:vi. "' 'r`" ':w : ,i ' T t�Y . c` t N Permit Center Use Only c` x ..qi; CORRECTION LETTER MAILED: rya - " :` Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: .w?.„; : ;, >•0: Docurnents/routingslip.doc u., 2 -28.02 a l I IIl49{ N9M4TC'✓ 9."/ MVArPn!+ IM. NiMWroYaw. ni: MYC�iuiH :MYtGVt>':eR:!Vyt•(+1r0..n..., ••_.ae - . ...... " i 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 112 DATE: 04 - - PROJECT NAME: Engineered Structures z ~w SITE ADDRESS: 18271 Andover Pk W ft Original Plan Submittal Response to Incomplete Letter # v co 0 0 Response to Correction Letter # Revision # After Permit Is Issued -J H U) 0 ` DEPARTMENTS: 2 hIO w Building Division • Fire Prevention n Planning Division n N d CU k $ "Z" AU 5 H w Public Works n Structural Permit Coordinator = • , z I LLJ w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04-30-02 D p 0— , i Complete n Incomplete R Not Applicable u w w Comments: I— 6.1 co Z Permit Center Use Only . p = O ~ INCOMPLETE LETTER MAILED: 5' 'O') LETTER OF COMPLETENESS MAILED: z Departments determined incomplete: Bldg 13 Fire ❑ Ping ❑ PW ❑ Staff Initials: 4tCi4. . TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -28-02 ''''Z Approved n Approved with Conditions n Not Approved (attach comments) ' 0 l' M .; vliii Notation: '� ,4 REVIEWER'S INITIALS: DATE:3:N Ira, . Permit Center Use Only . W0 -;,Lc-; CORRECTION LETTER MAILED: MS, Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: t Documents/routing slip.doc CM: 2 -28.02 PERMIT „ ` I ,S-y cy COORD COPY wt, s :! �.i,, _ .„..�, . .. PLAN REVIEW /ROUTING SLIP , ACTIVITY NUMBER: D02 -112 DATE: 05 -10 -02 .) PROJECT NAME: Engineered Structures a '~ w SITE ADDRESS: 18271 Andover Pk W j _1U Original Plan Submittal X Response to Incomplete Letter # 1 co o • Response to Correction Letter # • Revision # After Permit Is Issued H w DEPARTMENTS: 2 - J • _ ll..Q i Building Division �, Fire Prevention _ Planning Division n = d I- Ili • Public Works n Structural n Permit Coordinator i ? zI w ul DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-14-02 m o 1 a- ' , Complete Incomplete n Not Applicable w H 1 )U Comments: I. - LL O Z 0- 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: \ ( Please Route X Structural Review Required n No further Review Require n � REVIEWER'S INITIALS: ., DATE: APPROVALS OR CORRECTIONS: DUE DATE: 0611 -02 Approved Approved with Conditions n Not Approved (attach comments) n .r w ; Notation: A.k� �t whiz ilr.4 ; : REVIEWER'S INITIALS: DATE: . *Q 'Z"' hl 'Ca Permit Center Use Only , ` `'� CORRECTION LETTER MAILED: !•,;;,, ,,,• ,;;: • Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 't gt;;.' :..i, C Vii` a Documents/rout ing sl ip.doc r 2.28.02 , rz ; , : ,gp, wili ., , . .-- ■ PERMIT NO.: Z, ! 2 _ TENANT NAME: tVII, eler,,g 5 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 ❑ 4 OK to Occupy ► , 10003 Electrical permits obtained through L & I Z ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit =I; ❑ 6 Follow -up ►` 10005 All permits, insp records & approved plans available F- Z ❑ 7 Pre -Move Inspection ■ 10006 All structural concrete shall be special inspected CZ MI ❑ 10007 All structural welding shall be done by WABO certified 50 WSEC Residential ❑ g ' Y 5 ❑ 60 WA Ventilation/Indoor AQC inspector U ❑ 70 NLEA Inspection /Modular O odular Struct ❑ 10008 All high- strength bolting shall be special inspected 0 ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected CO W ❑ 7/ Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila J H ❑ 90 Rested Building Division to LL ❑ 95 Footing Drains ❑ 1001 1 The special inspector shall submit a final signed report w O 10012 Any new ceiling grid and light fixture installation ❑ 100 Foundation Footings � y g g g 2 ❑ 200 Foundation Walls It: 10013 Partition walls attached to ceiling grid g 5 ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment ❑ 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & cafes shall be on site CO ❑ 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have = d ❑ 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation l- _ ❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying tire Z F- ❑ 500 Roof Sheathing Nailing retardant class of roof z 0 ❑ 525 Plywood Deck Nailing 10019 All construction to be done in conformance w /approved W ❑ 550 Exterior Wall Sheathing plans j Q ❑ 600 Masonry Chimney U ❑ 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project v _ ) ■ :700 Framing ❑ 10021 All food preparation establishments must have King Co 0 I-- 750 Roof /Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of W W ❑ 800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete H U .'iiCl01 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected U- I•- ❑ 802 Exterior Roof insulation ❑ 10025 All wood to remain in placed concrete shall be treated — Z 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected U to , l � j 00 Suspended Ceil ❑ Rack storage p 815 Lighting and Controls 10027 Validity of Permit 2 ❑ _ � 10028 Rk a re separate permit O I - requires p arate 1000 Interior Wallboard Fastening Z ■ ❑ 1001 Exterior Wallboard Fastening 71-10030 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 ❑ 10034 Removal of septic tanks require approval and Q X00 Final -Fire compliance with King Co Health Dept. j700 Final- Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 1900 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 ❑ 10039 Final approval for all TI w /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 '. - ..,..,. r ❑ 4006 Special - Structural Masonry ❑ 10042 Fuel burning appliances'"',* i h Special-Reinf Gypsum Concrete ❑ 10043 Appliances, which generate ❑ 4007 S c ,.v.4 #;; , , p YP 10044 W heater shall be anchored =,� ,.. ! ° ❑ 4008 Special - Insulating Conc Fill ❑ ❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroof r- Ji "Anchoring new construct substantial = i'.'' ❑ 4010 Special-Piling, Piers, Caissons ❑ "4 g - All contuct a > `° xi.r.: f ❑ 401 I Special- Shotcrete improvement shall be anchored to prevent lotation" ' ❑ 4012 Special- Grading, Excav /Fill s ; �' u �' ❑ 4013 Special- Retaining Wall a / j j . : ;��nr �s .' (/ (J � Y � 4 ? � , ..�� rf r Plan Reviewer: ❑ 3014 Special - Panels an evieer: Date i� ❑ 4015 Special -Smoke Control System _ Lr Permit Tech: A Date: J c'Alki.; A.'! ^,,,,. . ,.: i,; ..'37: •tt, "n Nn >.rzik•,1 . iti , .. .`tt•ioiC #• •R:...rq .,.0•9:r^raw... -0-,,. n ..,..: .,- ...._. .. ■ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -112 DATE: 05 -10 -02 PROJECT NAME: Engineered Structures i a �z SITE ADDRESS: 18271 Andover Pk W �? JU Original Plan Submittal X Response to Incomplete Letter # ! o Response to Correction Letter # Revision # After Permit Is Issued J I w DEPARTMENTS: � ¢ Building Division El Fire Prevention Oil Planning Division ❑ = a I ... w Public Works n Structural n Permit Coordinator n z i ZO LU w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-14-02 2 o oN Complete Incomplete n Not Applicable n w i _ = w U Comments: o Z w N Permit Center Use Only H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: . TUES /THURS ROUTING: Please Route n Structural Review Required — No further Review Required _ APPROVALS OR CORRECTIONS: S oe `S1.Ac.L- DUE DATE: 06-11-02 Approved Approved with Condit'. • ka Not Approved (attach comments) n ' f , . Notation: ` ~ �� J I 0 DATE: �( I ‘ ©�. 0 ,Z e tI A a ki i ; . h ..., REVIEWER'S INITIALS ,., r , :'`f x T N . . ..S Permit Center Use Only ' ` ';y' ` CORRECTION LETTER MAILED: .; . ,: , Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Yr :., , - t Documents/routing slip.doc Ca l 2 -28 -02 i4 iL' yy( t �.,�'Yy-W 4' , . . .a - d ' YtiRL , 4,4A, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -112 DATE: 05 -10 -02 PROJECT NAME: Engineered Structures Z ~w SITE ADDRESS: 18271 Andover Pk W � w Original Plan Submittal X Response to Incomplete Let # 1 N o Response to Correction Letter # Revision # After Permit Is Issued - I NIL a " wO DEPARTMENTS: g 5 Building Division n Fire Prevention n P lanning Division Z = d I-- al Public Works El Structural n Permit Coordinator n z H 1 z1- 111 ill DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-14-02 v o O Complete Incomplete n Not Applicable X w I-- = W Comments: F- H u- W Z Permit Center Use Only H = O ~ INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • TUES /THURS ROUTING: \ Please Route n Structural Review Required n No further Review Required n REVIEWER'S INITIALS: ) DATE: rj 1 I3/(X APPROVALS OR CORRECTIONS: DUE DATE: 06-11-02 Approved _ Approved with Conditions n Not Approved (attach comments) n >, ; d �� F Notation: Fit h REVIEWER'S INITIALS: DATE: '`'' r Permit Center Use Only Z CORRECTION LETTER MAILED: r . Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ,, ,i Documemslroulingslip.doc �� F � L f 2.28.02 j z'r " �}43y'� . . e .,a. ...w4Yrt. • -. ... ... .. 1 7 .-- . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 112 DATE: 05 - - PROJECT NAME: Engineered Structures z • SITE ADDRESS: 18271 Andover Pk W �w 6 Original Plan Submittal )( Response to Incomplete Letter # f v o N . u., Response to Correction Letter # Revision # After Permit Is Issued -1 H ND w DEPARTMENTS: 2 LL Building Division n Fire Prevention n Planning Division n co a = W Public Works Structural n Permit Coordinator z _ 1- O Z1- W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-14-02 m o } — 00- Com plete Incomplete n Not Applicable 0 H ww Comments: 1 u_ - Iii z Permit Center Use Only U = O INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: . TUES /THURS ROUTING: \ Please Route n Structural Review Required n No further Review Required E REVIEWER'S INITIALS: E kJ)y , DATE: ..57/116 APPROVALS OR CORRECTIONS: DUE DATE: 06-11-02 Approved Approved with Conditions Not Approved (attach comments) .. r�'" ". pp n pp n pp �� ; �� A Notation: .. , �r.,. 't, 4 .A4 y REVIEWER'S INITIALS: DATE: 40e;4' e'i;4 . Permit Center Use 17 4.,ilki CORRECTION LETTER MAILED: 4... Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: , : ;'.: , Documents/routing slip.doc , 2.28.02 ,., , ' mi ei,Z + • ,`.:r;;.; C..Fr4.af....rJ.:,9 i .; :, ;,..•,�..�, i,1.�,; �kc.'u GSa +rs k� ;.i19'. .:Ip,(ty y.R,. :r {eyR"x.tM - . _ ry era :�^'fis2•*�:. ....:........�,.. . . .. . . _ - - - -- __r- t -- _. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 112 DATE: 04 - - PROJECT NAME: Engineered Structures a ~ Z SITE ADDRESS: 18271 Andover Pk W cc Uj JO K Original Plan Submittal Response to Incomplete Letter #, ma w= Response to Correction Letter # Revision # After Permit Is Issued _i I- N . w O DEPARTMENTS: g Building Division Pir Fire Prevention n' Planning Division n co 0 = w Public Works n Structural ri Permit Coordinator n Z I=- I- O I Z I- 1 w w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -3O-02 v o Complete n Incomplete 0 Not Applicable w w w --LL Comments: Y u.i iNo, S4 Y - Ls c-A - aNc i to er r Ce i[ Z An 0 013:4- LL P O '',;�x Notation: j� REVIEWER'S INITIALS: DATE :W0:'s :co n , Permit Center Use Only Ltwf ;,rN _;'.: CORRECTION LETTER MAILED: ',,:;,,,P:' - ."✓. De Departments issued corrections: Bldg ❑ Fire Ping 'S " ``'' "` i t ' p g ❑ g Cl ❑ PW ❑ Staff Initials: •�..,::�•. ,. eni Do sll �. doc cumentshoutin s r 2.28 -02 6 ,, •.; t ...._,�, ,.w ,.. .,..M. ,�,...,,......._..... , . .. - - -, , (� - 4 \ ;:i F .'i PLAN REVIEW /ROUTING SLIP , ACTIVITY NUMBER: D02 -112 DATE: 04 -26 -02 PROJECT NAME: Engineered Structures a • ~ SITE ADDRESS: 18271 Andover Pk W cc w w2 , i Original Plan Submittal Response to Incomplete Letter # v o Response to Correction Letter # Revision # After Permit Is Issued -J H CO i DEPARTMENTS: 2 a. ¢ Building Division n Fire Prevention I Planning Division n w D, F . w Public Works n Structural n P ermit Coordinator n z i ZO w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -30-02 2 p 0- Complete Incomplete _ Not Applicable n w E w Comments: I = - H L I O Z Permit Center Use Only w U = O~ INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: ' , t Please Route n Structural Review Required No further Review Required ' REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -28 -02 Approved n Approved with Conditions Not Approved (attach comments) a Notation: ''` , L13, , REVIEWER'S INITIALS: ^ c'(O DATE: 5 3\02 q` )%1744 Permit Center Use Only lw � ' CORRECTION LETTER MAILED :tt!!!i!!: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 'z: ` '4 Documents/routing slip.doc 2- 28 -02, +. 01,AZ .. • _ --. �,� _ _�J;f, �� "�wq�'' City of Tukwila .• '' Cllr a'•, Of ''�' `1 ' Department of Community Development - Permit Center al ` „�� , 6 Southcenter Blvd, Suite 100 N`� � `�� l �' Tukwila, WA 98188 • ''� --•"' (206)431-3670 's,,,, Z I REVISION SUBMITTAL. W D Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted v O through the mail, fax, etc. w ❑ J I-- N LL . Date: 5 Ioa• Plan Check/Permit Number: D02-112 u, 0 p � Response to Incomplete Letter tt 1 co ❑ . Response to Correction Letter m w 0 Revision g after Permit is Issued ? z, al uj Project Name: Engineered Structures D ❑ U O -. Project Address: 18271 Andover Pk W w w . I-U Contact Person: 10.c' N1 Phone e Number: SO(o- 3 Dt u_ 0 Summary of Revision: S4-^ uc J 'c' \ C Cd S . — c` ( .1 it Ili c o �k,te r, o r p( :L\' l c a t- ` OQ4".3 0 I-- Pt'Jo�' t-t.- i ova Z 1 (-3 ,. r (cc; (0. 41-wk1 . . 1, RECEIVED Crry OF TUKWILA , ,1', 1 i . ,-,n') PERMIT CENTER Sheet Number(s): "r4 a. 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