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Permit 5966 - Cello Bag Company - Equipment Tower Remodel
CELLO 13Acr co I3P44951V0 C cello bag April 16, 1991 Mr. Dave Larson Building Department, 5966 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Building Permit No. 5966 Dear Mr. Larson: Let this letter serve as a vehicle informing you of Cello Bag Companies' interest in not proceeding with Building Permit No. 5966. Therefore, any monies Cello Bag Company is entitled to as refund, please return. Sincerely, Bert . Sacs ai. Plant Engineer cc: Jerry Wood BB:kk ORECEM APR 19911 CITY OF TUKWILA PLANNING DEPT. P.O. BOX 58810 • TUKWILA, WASHINGTON 98138 • TELEPHONE (206) 2518666 • TELECOPIER (206) 2518278 Thank Youl City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary 1. VanDusen, Mayor TO: Kim Hart, Finance FROM: Shellie Bates, Permit Center DATE: April 17, 1991 SUBJECT: Refund Please refund $93.60 to Cello Bag. The permit was canceled and the building official is authorizing a refund of 80 percent of the building permit fee. The original transaction was February 26, 1990, Receipt #6090 for $197.50. Please mail the check to the applicant at the following addresses Cello Bag Attn: Bert Bacskai P.O. Box 58810 Tukwila, WA 98138 APPROVED FOR 1 BUILDING ISSUANCE BY: , 11 ;) A l 4(-, OFFICIAL DATE: 3 - 2 I - 0 I hereby certify that I have rea• and exa "` rd this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: / AtenrA A _., DATE: // :,r , � �� PR INT NAME: , � L� � t � � „�,f �� �/ /..� / COMPANY: , ,/- ,6q Kr: tw-e e PROPERTY OWNER NJA West l l Vaey ci Assoates PHONE 43 ADDRESS First Interstate Center, 999 Third #4125. SPattlp. WA j ZIP 98104 CONTRACTOR C & D Contractors PHONE _ CONDITIONS (other than those noted on or attached to permit/plans): ADDRESS P.O. Box 902, Renton, WA I ZIP gfinii6 WA. ST. CONTRACTOR'S LICENSE # CDCON20403 EXP. DATE ARCHITECT Rupert Engj neeri ng PHONE 823 -7777 ADDRESS 1501 West Valley Highway #101. Auburn_ WA ZIP 98001 TYPE OF CONSTRUCTION: II - UBC EDITION (year) 88 SETBACKS: N - S - E - W - FIRE PROTECTION: ®Sprinklers ❑ Detectors ❑ N/A UTILITY PERMITS REQUIRED? ❑ Yes ® N o (through Public Workst ZONING: M -1 BAR /LAND USE CONDITIONS❑yes ® No _ CONDITIONS (other than those noted on or attached to permit/plans): PLAN CHECK FEE 76,00 6090 2 -26 -90 BUILDING SURCHARGE DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE 117_ nn 6090 2 -26 -90 PLAN CHECK FEE 76,00 6090 2 -26 -90 BUILDING SURCHARGE 4.50 6090 2 - 26 - 90 ENERGY SURCHARGE SQUARE FEET OCC. LOAD TOTAL SQUARE FEET OTHER: TOTAL - 197.50 USE / / CODE COMPLIANCE / / / FLCaR 4 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. (c)(c) DATE ISSUED: BUILDW'G PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES PLAN .•• S PROJECT INFORMATION SUI • •T• 17100 W Val l ey__Ny L U ON - s 0 000.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT 0 2 ;230 goy C e l l o BagCo . Z523fl4 -90' '- -8 TYPE OF ❑ New Building U Addition Tenant Improvement (commercial) (_.) Demolition (building) Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Remodel existing equipment tower on roof of building. This permit shall become null and void if the work is not commenced within 180 ys frofn the date of issuance, or if the work is suspended or abandoned for a period of 180 days fr m the last inspection. CERTIFICATE OF DATE ISSUED: OCCUPANCY NO. .�J PERMIT NO. CONTACTED 'YY1 eScXL,Q-, DATE READY DATE NOTIFIED cL— ak -. 9 O (init.) .as l PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING 3RD NOTIFICATION BY: (snit.) PLAN CHECK NUMBER q�- 0 BUILDING PERMIT APPLICATION TRACKING PROJECT NAME CPI I n 3Ec\ Co SITE ADDRESS 1"1Ioo w 0\X 1 - \ SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. PARI .............. . .................... BUILDING - �a�yU initial review CZ FIRE 3-1 - 90 Detectors rinklers FIRE PROTECTION: 1■ S FIRE DEPT. LETTER DA 9 : 3f ye INSPECTOR: .5 2 ,PLANNING O PUBLIC WORKS O OTHER (I BUILDING - final review 3-/9-2o INI ROUTED INIT: e- INIT: INIT: INIT: UIREi1ENTS CONSULTANT: Date Sent - Date Approved - ZONING: REFERENCE FILE NOS.: IBAR/LAND USE CONDITIONS? ( )Yes No MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? ( ) Yes cg No PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: UBC EDITION (year): T fr- i /K, REVIEW COMPLETED VLVV VVYIIVVI IlCJ1 ✓VV/V I(4/ M, ...L....� .., . ......,., (206) 433 -1849 DESCRIPTION ... AMOUNT . RCPT # DATE BUILDING PERMIT FEE - : j n.00 (Dog b - 90 PLAN CHECK NUMBER TO - 0 5 APPLICATION MUST BE FILLED OUT COMPLETELY PLAN CHECK FEE ty :q PHONE , ADDRESS ' - C ,_: 11`_� • w,,_,_, c, -_ ti� �'c / `� - `�- z. ZIP 1 , (r7' BUILDING SURCHARGE PHONE 1-- — SL \ A So ZIP ci -e,C WA. ST. CONTRACTOR'S LICENSE # c _ p _ , _ ti , _ . �,, r EXP. DATE AR6t' ITECT _t �r1tA pci_;a; t'L.- k_x)r. �-i` :_. ', t c=.��e .-(.u.__'.� ENERGY SURCHARGE ADDRESS ` C w.. v F._�._ lei .., s,J .' lc, a l=k, ?.v,,. , V,_,,,., ZIP <==t, I H EREBY CERTIF THAT:I HAVE READ AND ::EXAMINED THIS :ROGATION' AND;E NOO THE SAME TO BE TR UE ;AND CORREC , AND I AM. AUTHORIZED `O : APPLY ' FOR THIS :::PER BUILDING OWNER OR AUTHORIZED AGENT OTHER: DATE v / ? , % � �Ci7 PRINT NAME A< ..7 F' p 6, PHONE � . , !� J ADDRESS a lc�a( (....x�aT u, ,L,_/ V�J k., \ CITY /ZIP J'.vRL_, -t-- . . . TOTAL - ICI'7.50 SITE ADDRESS SUITE # t- a'4, 7 t _,_,„_,_ :-.Z7 �>t>.��st:.- -t v\L'-'7'.-1 VALUE OF CONSTRUCTION - $ (:;' ) C1.iZ.2 Li PROJECT NAME/TENANT C.p \\ 7 Sari r ASSESSOR ACCOUNT # L `7 t, 4-t- - crj - cJ ` >S C' — O TYPE OF U New Building U Addition I( Tenant Improvement (commercial) Li Demolition WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Y -r . i . ' < -, S : i - -__ K _ . c_kz r= Y l `' -, 't . L':-:- .0 > ,.(�'t c - C :t�Z��CL fit ' x- F_ > , 5 . '� BUILDING USE (office, warehouse, etc.) F e'-‘, c___6.:_ 7 -\--\ t: NATURE OF BUSINESS. ' 1-1---t', t�V s ue, 6-�-\ `_ ��E- A_a �c v J� WILL THERE BE A CHANGE IN USE? L No LI Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: � WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? C) No 0 Yes IF YES, EXPLAIN: V --cn7 l '\ t,..lc:.. JAR : Sa C• -- I i \ . -i. _ PROPERTY OWNER — PHONE , ADDRESS ' - C ,_: 11`_� • w,,_,_, c, -_ ti� �'c / `� - `�- z. ZIP 1 , (r7' CONTRACTOR r7 r \:-.) C,,,, C rt-t.r rtht f :. PHONE 1-- — SL \ A ADDRESS P e-, . `��. cZ. �c�1 -ra)6 l..___- r-=`,.. ZIP ci -e,C WA. ST. CONTRACTOR'S LICENSE # c _ p _ , _ ti , _ . �,, r EXP. DATE AR6t' ITECT _t �r1tA pci_;a; t'L.- k_x)r. �-i` :_. ', t c=.��e .-(.u.__'.� PHONE e. .z _. • 3 k 7 1 - 2 1- ADDRESS ` C w.. v F._�._ lei .., s,J .' lc, a l=k, ?.v,,. , V,_,,,., ZIP <==t, I H EREBY CERTIF THAT:I HAVE READ AND ::EXAMINED THIS :ROGATION' AND;E NOO THE SAME TO BE TR UE ;AND CORREC , AND I AM. AUTHORIZED `O : APPLY ' FOR THIS :::PER BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE DATE v / ? , % � �Ci7 PRINT NAME A< ..7 F' p 6, PHONE � . , !� J ADDRESS a lc�a( (....x�aT u, ,L,_/ V�J k., \ CITY /ZIP J'.vRL_, -t-- CONTACT PERSON " <-7 /...,t--t..- PHONE SS\tr't -6- CITY OF TUKWILA Department of Community Development - Building Division BUILDI:3 PERMIT APPLICATION FEES (for staff use only) APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of (Immunity nevelopmQnt prior to application Submittal Contact the Permit Coordinator at 133 - 1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 03/30/89' COMMERCIAL Complet kUilding'pennitlipplicetiok(One.for each structure). Asseesor A000unt Number .11vo sets (2) of the following: .. • E:=1:Structu calculations stamped by a W4 : engineer ."; : ..• • . E . Solis report stomped by a Washington State :licensed engineer . : • Specif locations . • . ; E.: by a engineer ardiitect :.•••• ••• ... . •••••••••';',"-:: . . . •'• TI Washington State Ilcensed • arcitilect,:tihich . . Site . " • i■ AiechanIcal:drawings • H.:: . . • COMpial!rd uthity permit iiPPliCatiOn (one ioreritire; . . . . . Sit (6); drawinga NOIE • • c001 p • 1 SL4MITTAL CHECKLIST . Completed butiding permit appllcatton Ais.ssor Account Number . . fl ; s ets ot pians, whkh indu . .. "9 floor plan ;howng Exit doors Tenant space tloor plan showing storsge 1syouI aislei and . • dkr.icingi00:01440'.i and Ot103 pian iteMPed ...:engineer(rwCiittilitages and RESIDENTIAL COMMERCIAL TENANT IMPROVEMENTS . . Completed building permit application (one for each stricture or Floor . plan :Of proposed tenant space . . Tenant spar:a With use of each room Exit doors egress Patterit:;:;•••• to be:dernOlishee. ; • : • •••••• •-":" ' • ":-...'"••••••• '" .construction and method corli.;;;: :.. attachment fo :1100r •••••••":": .. . • . . . : . StrUCtUral by a Washington State IIn;ed • engineer may be'ra satiCtUral WOrii to be done (2 sots) NQTE 11 anyutilfly wos* Ts to be . . dbrik;:tiibirlitseparatO and ::•••-••••• . . : : . . . . : : ..... • .. 1:CorrIP lEr led bulidir)g •perinit•ap pliOatiori for each structure) Assessor Account Wumber • . titO"(?)riett of woridng drawlngs, whch Include :: tenant) ArtettOrACcOunt .• Two (2) sets of Construction plans, which include . . . • •;:.::.: • : ..;:.:. • • : Site plan •••• • ::: : :: : ■,..LocatIon:of tenant • Existing and proposed parking . • • ••••• • -• • ; ".• • • :.:.;"::. . • • of 'adjacent; (common Wall) ..tenant building Or;e400re.footage„.....•::• • . Site plan CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH P51 SET Na 5 c - i — 1 - ;?. 1 '1 - Z 8 `l / I2 ( WE .ATHER ^ L U. , A (16'6 s t 1 7s C ) Z 3 coo__ - i ; , 1 AM PM 5 ' - ' J - L S 5 - ► � t -3 , 6 6 _ u-,,sT . $-IS 2 a ) _ 1 2. 3 900 , 4 3 asG __ TRUCK SAMPLED / (-- 5 TRUCK TICKET No. /VC S TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT FACTOR TEMP. CONC AIR . 5 OWNER C.A. WE .ATHER ^ L U. , A t , 5 TEMP. AT AT AM PM ENGINEER ARCHITECT CONTRACTOR C1`Cl5c:A) u-,,sT . -- D E ' CERT. NO. % MOIST P JECT t )(c. b^ CEMENT S 1'\ L ATION 1 ��o L Ld ti, ICY 4 FA. BLQG. PERMIT NO. OWNER C.A. WE .ATHER ^ L U. , A TEMP. AT AT AM PM ENGINEER ARCHITECT CONTRACTOR C1`Cl5c:A) u-,,sT . BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT S 1'\ FA. ( 3 ? o C.A. / C6 WATER 2 L.-A 1 TOTAL 6t9(060. CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEER KIRKLAND, WASHINGTON D803 4 ((njj j f f���J�tl77� 1 I EVERETT "'1 $g6'$6 i BI�T! / 1 t AU 27 1990 To nt5C%n f ^U , 1lQ '.11'Y 3 1 ` ` d /s9(..(1,,, AuL � PLANNING n �'' ATTN THE FOLLOWING WAS NOTED: FIELD TEST DATA COMPRESSIVE STRENGTH PRODUCERS: CONCRETE CEMENT AEA ADMIX CAC1 PLACEMENT AREA & NOTES (OC ( l �Gi C_C p' INSPECTOR: // COPIES TO: C ! TR AY l - ` 2) � SIGNED: SEE FIELD REPORT No. N_ 61044 CU. YARDS PLACED 1 DESIGN STRENGTH J QC 0 .f'!%l G am-, 1.. 5A ± 1 I'n f - r I i _gIJIJ I_G W l.lL,, CONSULTING ENGINEERS /CIVIL AND STRUCTURAL, Construction Details and Structural Notes - of Equipment Tower Addition Roof of the Cello Bag Company Tukwila, WA for Cello Bag Company 17100 West Valley Highway Tukwila, WA February, 1990 R.E. Job No. 9002 -021 RECEIVED CITY OF 1 UKWIL A 2 FEB PERMIT CENTER I understand that the Plan Check approvals are. . subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt copy of ap � wledged contractor s ps 1501 West Valley Highway North /Suite 101 Post Office Box 836 /Auburn, WA 98071 206.833.7776 Fax 206.939.2168 DESIGN LOADS i .. ‘■OTC_S Roof Live Load 25 PSF W/ DRIFT Wind Load Zone 80 MPH, EXP. B Seismic Zone III Allowable Soil Bearing Capacity (DL+LL) 783 PSF GENERAL NOTES All materials and workmanship shall conform to the drawings and the specifications (if any). During the construction period the contractor shall be responsible for the safety of the building. The contractor shall provide adequate shoring, bracing, and guys in accordance with all national, state, and local safety ordinances. Any deviation must be approved prior to . erection. All erection procedures shall conform to OSHA standards. Any deviations must be approved by OSHA prior to erection. The contractor shall be solely responsible for all excavation procedures including lagging, shoring, and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. The contractor shall be responsible for coordinating the work of all trades and shall check all dimensions. All discrepancies shall be called to the attention of the Engineer and be resolved before proceeding with the work. Shop drawings required by these notes shall be submitted to the Engineer for review prior to fabrication. Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used subject to review by the Engineer. Provide openings and supports, as required for heaters, mechanical equipment, vents, ducts, piping, etc. All suspended mechanical equipment to be sway or laterally braced. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Modification of details of construction shall not be made without written approval of the Engineer. FOUNDATIONS All footings shall bear on undisturbed ground or structural fill. All footings shall be a minimum of 18 inches below grade unless noted otherwise on the drawings. Fill under footings and slabs shall be compacted to 95% minimum of maximum dry density per AASHTO T- 180 -D. Compaction of fill shall be in lifts not to exceed 8 inches loose thickness. Each lift shall be tested for compliance with compaction requirements by an approved labora tory. Compaction: material for filling and backfilling shall consist of the excavated material and /or imported borrow and shall be free of organic matter, trash, lumber, or other debris. Fill and backfill shall be deposited in layers not to exceed 8 inches thick. Properly moistened to approximate optimum requirements and thoroughly rolled or compacted with approved equipment in such a manner and extent as to produce a relative compaction of 95% of maximum possible density for optimum moisture content as determined by AASHTO T -180 -D method of compaction. Hand tampers shall weigh at least 50 lbs. each and shall have a face area not in excess of 64 square inches. Hand tamper may be operated either manually or mechnically and shall be used where larger power driven compaction equipment cannot be used. CONCRETE All cast in place concrete shall meet the following require ments: Quality of concrete shall be determined by Table 26 -A, ' Section 2604, UBC 1985. Minimum 28 day compressive strength shall be 3000 PSI. Use 5 1/2 - 94# sacks per yard of Type I cement with 6.6 gallons of water per sack of cement. Maximum slump - 6 inches. All methods and materials per UBC Chapter 26 and UBC Standards 26 -1, -2, -9, and 13 -85. Provide one set of 3 cylinder tests for each four hours of concrete placement or for each pour. Copies of test reports shall be sent to the Engineer and the Building Department. Concrete shall be maintained in a moist condition for a minimum of five (5) days after placement. Alternate methods will be approved if satisfactory performance can be assured. Keyed construction joints shall be used in all cases except slabs on grade. All construction joints shall be thoroughly cleaned and all laitance shall be removed. All vertical joints shall be thoroughly wetted and slushed with a coat of neat cement immediately before placing new concrete. All concrete with a designated strength exceeding 2000 psi shall require continuous inspection by an inspector approved by the building department and the Engineer. Pipes other than electrical conduits shall not be embedded in structural concrete except where specifically approved. REINFORCEMENT Reinforcement shall be deformed bars in accordance with ASTM A -615 Grade 60, UBC Standard 26 -4 -85 and made from new billets. Reinforcing to be welded shall be ASTM A -614 Gr. 60 with a Carbon Equivalent (C.E.) of 0.55 or less, or ASTM A -615 Gr. 40 or ASTM A -706. Welded wire fabric shall be in accordance with ASTM A -185 and UBC Standard 26 -6 -85. Wire mesh shall lap one full mesh at sides and ends. Lap all reinforcing bars 40 diameters at all splices, corners, and intersecting walls, unless noted other wise. Cover over reinforcement shall be a minimum of 3 inches for concrete placed on ground, 2 inches for concrete exposed to ground or weather after removal of forms, and 1 1/2 inches unless noted otherwise. Anchor bolts, dowels, and other . embedded items to be securely tied in place before concrete is poured. Submit shop drawings to the Engineer for review before fabrication. STRUCTURAL TIMBER Lumber shall be Hem Fir #2 Grade, E= 1400000 PSI, unless noted otherwise. All lumber shall be graded and stamped per WWPA and UBC Standard No. 25 -4 -85. All lumber shall be seasoned with a moisture content not over 19 %. Nail all framing per Table 25Q, UBC 1985, unless noted otherwise. All wood in contact with concrete or masonry shall be pressure treated with a water borne preservative in accordance with UBC Standard 25- 12 -85. Paint cuts made after treatment with 2 brush coats of the preservative. Fire reteardant wood shall be used where stated on plans. Substitutions for framing hardware shall not be used unless approved. No structural member shall be cut or notched unless specifically shown, noted, or approved by the structural engineer. PLYWOOD GLULAMINATED TIMBER •Plywood shall be Douglas Fir with APA Stamp on each sheet. Grade, Panel Span Rating, and thickness to be as shown on the drawings. Plywood shall conform to UBC Standard 25 -9 -85. Glulaminated timber shall be in accordance with UBC Standard 25- 10 -85. Material shall be Douglas Fir combination 24F -V4, Fb =2400 PSI for simple span beams, combination 24F -V8 for continuous or cantilevered beams, and combination 1, E =1500 ksi, for columns. Appearance grade shall be industrial unless called out to be architectural. Adhesive shall be exterior type. Camber requirements are shown on the drawings. Seal with a penetrating sealer and bundle wrap. All work shall meet AITC specifications. The supplier shall submit shop drawings to the engineer for review before fabrication. I JOISTS I Joists shall be manufactured with flanges of micro -lam or stress rated lumber and webs of 3/8 inch Structural I Plywood . glued to the flanges with waterproof glue. The manufacturer shall have a current ICBO Evaluation Report. STRUCTURAL STEEL All methods and materials shall conform to AISC Specification, latest edition, for the Design, Fabrication and Erection of Structural Steel for Buildings. Material for structural shapes, and bars shall be'ASTM A -36. Bolts per ASTM A -307. Pipe per ASTM A -53, Grade B. Tubes per ASTM A -500,, Grade B. Welding shall only be done by a certified welder and shall be in accordance with AWS and AISC specifications; Electrodes per AWS. Field welds are designed at half 'stress: no continuous inspection is required unless otherwise noted. Submit shop drawings to the engineer for review before fabrication. • • /.• • 1 • • • _ • • • • 4:' • • s:c'l • • "fir i . c:?t • a*•:v •• •' 7 d •• . • • • • • • ' . • • • r' :`' • r:r. • I..', . . ♦_ , • • , • L • • • • • • ;• • 4• • iicp". GCS' • • • • S Lc '4r s 'ErI • • • i 1 • • 1 ' ' CITY. OF TUKWILA • APPROVED. i • : IAA ..0 1990 ••B ILD NG DIVISION .4 • "'Tor C7F Z S' L" Tb rr�v TaP of sco C . . , e l . . , ' , ' & ! ' k . . Gum ca r 1r- ���- JU- )....� r t�.� S - c:i0f M.00' _ LC_ 1 Se ct_ .'_' ' �..• o►..) 'RAP r • Z � sileoc Gtr S./u!'t.,'C Lot*.0 AsJp ` s= c —s . fir. -� c*" !-k.! Ca4.16.... v.._!..4.-- t..71..a tt cOr... it-4:20V" F tv..1:. . ►. -,C V t"..c�`r A"� S 0' %X.- Lert• ) I qt fir-.. i. -,G..► I S� ec. I 250 tVm) .C.:\" — A. Svr\ S■1"` n tO l c_o...+c... Q' �S CAF C.p -NS�. CITY OF TUKWILA APPROVED IM\R j 1990 ILD G DIVISION CITY OF TUKWILA APPROVED. MAR y 1990 C 1 - -. .�...... ( S PA`... r SPk-V 1 � �S 14.1/4..) I t�+�1.� i 4 -) r 1 I ' A i # 1 I • ." S ` j , .. 1 ?.uv,..R 4E:47 ��.sc_. Y I I. t....A�E.I� °`''Llf IO,.. 1 . 1 t / r c c .. 1 e-; ?y5 i L t -Niz • , ............... T ,„.- �, „ ._..._. it C.K LS- 3 if '. i ........... ..,...__- 1 .. �. $3,$ ....,�.......... Lc mow._ M ... 4 Q i 1 • ? i k1•A- .,1.. ... .P...1 Cri %-' I fi.., .... l.,...-% s 1 c u- .`aC.) '.---- ( T r A .p...,..�.0.. 11 . ' It . V4 .1. ,E... 1 - . .` X `4 1 ............ I SE-C. i h, : Oi, LI B , I}... I.N ,...D `1J I (3.-t...(-- i v...1S .Q.N w Ar 0 1 • o. ice, S .. � — � ' , �. ... - c.-∎4 F F.' ..... ∎- ■� - �I vi � .,.... . -�� c RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939.2168 ' cv1_. - oLl JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE DATE RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939-2168 CE.- �\A. l e , fi A.. lb* °.-"=gC s I - �,T I, /..9A, 1 r ... k AV 1 . r M S■e\,, . — oZ. JOB l SHEET NO ' OF ` CALCULATED BY AFB DATE CHECKED BY DATE SCALE L - -W''M Z Y j i Lc. r ' \401, n:. 1 Q. F1T-* lVe L Z- a ‘G" • f 'b) k5 u RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939-2168 r Jo0 � floZ - fll A OF AF'P SHEET NO CALCULATED BY CHECKED BY SCALE DATE DATE 14 �� Ll Pilo ■ S4 i ' ii, 0 1 STA., ...... ........ 7-'1 - \L," ' - ' I E, 1./N-( "V c:;) .,...)/ ,I.. N 3 rd— I fit' "TitiAn. .HIV' Q► 11 1 I I S,Aft'VE. c..rx..ros... r • SSE. A.S. NS, 7 1'E' ---- C.14AS.-c T.I. 1. C P<-,,, W.Pd, eGr" s )..r.) 0 Tog. N ... brF k 4 y . 1 z-')G.. t7 C:44,-1. -we' Nk- . ii. ....0 .. T.0 . W..LA... ....... ».......... A'P' ED i ' ►,l�(i� 1 R1 H 7 W 1s1.� . lJ 1 G 1. v1,10 'bk. 5,1/4"A. 0 VIC?.V.ruo ..4 . .6. I RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939-2168 r Jo0 � floZ - fll A OF AF'P SHEET NO CALCULATED BY CHECKED BY SCALE DATE DATE 14 �� Ll Pilo RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 ' (206) 833.7776 FAX (206) 939-2168 1 , Construction Type: Gypsum Wallboard, Gypsum Sheathing, Wood Studs Interior side: One layer 5 / e " type X gypsum wallboard or water resistant backer board or veneer base applied parallel with or at right angles to 2 x wood studs, with 6d coated nails 1 long, 0.0915" shank, 1/4" heads, 7" o.c. Joints of square edge or bevel edge wallboard may be left exposed. Exterior side: One layer %" type X gypsum sheathing, 48" wide, applied parallel to studs with gals rooting nails, 1 long, 0.120" shank, 7 /i6" or 1 /2" heads, 7" o.c. in field, 4" o.c. perimeter. Wallboard and sheathing nailed to top and bottom plates at 7" o.c. Exterior cladding to be attached through sheathing to studs. (LOAD- BEARING) ... . Construction Type: Gypsum Sheathing, Gypsum Wallboard, Wood Studs Interior base layer 3/4" type X gypsum wallboard or veneer base applied at right angles to 2 x • wood studs with'6d coated nails VA" long, 0.085" shank, 1 /4" heads, B " o.c. Face layer %" type X gypsum wallboard or veneer base applied at right angles to studs over base layer with 8d coated nails, 2 long, 0.100" shank, 1 /4" heads, 8" o.c. Exterior base layer %" type X gypsum sheathing applied at right angles to studs with 6d coated nails 1 long, 0.085" shank, 1 /4" heads, 24" o.c. Face layer %" type X gypsum sheathing applied at right angles to studs over base layer with 8d coated nails 2%" long, 0.100" shank, '/4" heads, 8" o.c. Stagger joints 24 ". o.c. each layer and side. Exterior cladding to be attached through sheathing to studs. (LOAD - BEARING) 1 trkiCk., V,... JOB SHEET NO CALCULATED BY A'�P CHECKED BY SCALE R cx — OL \ OF DATE DATE J T ITY OF TUf (WI A.PIP. O E BUILD 1 DIVISION X 1d ti /u0iao Thickness: 4 Approx. Weight: 7 psf Fire Test: See WP 3510 Sound Test: See WP 3510 Insulation: See page 6, Section 10.1. J A IS Thickness: 6 Fire Test: See WP 4135 Sound Test: See WP 4135 RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939.2168 - OF �¢ / AC P DATE Z / 1.1 / 4 O JOB SHEET NO CALCULATED BY CHECKED BY SCALE DATE - Ov .1. o w A ,LA.._. V ( I11 ..Q = r..K ..i.1A _ ,0.I.T 41/1: ■•■■■•••■•■111■1 C7"; gelhai T.2 w( • A .,-9 E-4ff•g-....c A s..zl v14u 1 1 ............. tom. 4 c .. I rl-t=lc, pA k. , Ul DI , ND r ..................... .) .,........ N` c_ P- N'b ..A. - �Rr�. ' T c c I I..... 1 L' . L '�-`v •-r-P,- 0(<-- 'l 1. -'j'p c.:K.. )C I O . { cD - :.� 1 C r i S1 .L. 1 ;..tv, 7 - 5 S-R "I) `P Ca-1,P r C. X" *IV, 101 \I , 1I 1 . 4 r f W•••5- 1 r 4 PI I C:i I•.�S — t-4.1 1 A."'C' � ..... ; I - -•. 1 L�..... , ' r L-" H ( . H L �� fit , �� ' . 4 Q l i ° )7.110::..-%. / 1 � � ', ( ; � › ,_ C 1 / � `J� j 7C31.7171'. \I.e,*-- , .I . f 1 I i . k i � 1 ! I Q�?.. i r . i ` N� ...... 'ca '-'\ c.a4 . --%. P +-� ■ I ` �` AV ..� - c2 1 4 7 .... 1..-- - lC. - . - - 1'•'"4 ) — c % „ )2,f....c - ...... - -ica1/41....,T, ....... t --, + ,_, ; , i ,. 1.,,„,)/ c4? 7 v „,- ) ... t> RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939.2168 - OF �¢ / AC P DATE Z / 1.1 / 4 O JOB SHEET NO CALCULATED BY CHECKED BY SCALE DATE RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939.2168 JOB SHEET NO OF kA- CALCULATED BY AC. p DATE L / L' / "k.O CHECKED BY DATE SCALE `Zcaot - oL l RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939-2168 ;) eG JOB SHEET NO CALCULATED BY CHECKED BY SCALE 4CD01. - G L\ 10 OF arm f $47‘07 +'��. ¢, 4. Stiff `4 fit.. , �.. 1 Jr'Cc l'L Cz� DATE DATE 1�- L1 Li f `lo e! 144 RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 FAX (206) 939.2168 JOB SHEET NO CALCULATED BY CHECKED BY OF DATE DATE SCALE »...,,.L q,14 -k- c-- -. i c'eA,, y k, *emu �.... )4 . t ‘p,...`"t.. f .,o-c. , v-it 110 4-- --- CE J dr. t • I 0 t.. r--- � ...Ni-c4,— __r . 0.3.. C B t ...._. TY P1ROVEDI 1 i I L .. ' 1OF G TUMNILA / , nr �ISl�rl ?y r ~ VGA 3-4=.1F RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 FAX (206) 939.2168 JOB SHEET NO CALCULATED BY CHECKED BY OF DATE DATE SCALE l "rll RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939.2168 ek JOB SHEET NO CALCULATED BY CHECKED BY SCALE r \F'SVt.D tckfl AT E.1sLS..I . .p d(e ......... .vti►� ` w .... ...' ... .. j',. t .. ........... W .......................(� ., P c...c" . ms`s Cxs• . WA.�..��. r r t 1 OF DATE DATE l4 Zl /`(o • • ( .. RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833 -7776 1 l . o Se II Srx.S, Ivwcr-Ar •r .1 ............. 1 c4 JOB ■4 7-.11--% kg* SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE DATE I . r . �... 1 . i � l ( ��e SGT , ( Crvw...p 1 .. - r 3 (GO I I I i I *C' % / L ` ¢ i a* . 1 II ' `s � I 1 I t � I � � I I. 1 I i t I I Cow ....+ i .... .............. I . . Y C '` 3.l.T......i0 A" A ` I { C/l.....Li v.,.... P •VF.D A 1 ( 4, ( tt "WI MY. ...._... .............. EllJll DING DIVISION RUPERT ENGINEERING, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 FAX (206) 939-2168 JOB SHEET NO OF DATE 14 CALCULATED BY A.V.P. DATE L/ L% (let= CHECKED BY SCALE Plan Check #90 -075: Cello Bag Co. 17100 W Valley Hy THE FOLLOWING COMMENTS APPLY TO„ellp B COME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER_ „ 10 ?__. 1, No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division, 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363). 3. All mechanical work shall be under separate permit through the City of Tukwila. 4. All permits, inspection records, and approved plans shall posted at the job site prior to the start of any construction. 5. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 6. All structural concrete to be special inspected (Sec, 306, UBC). 7. All structural welding to be done by W.A.B.D. certified welder and special inspected (Sec. 306, UBC). 8. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1968 Edition), Uniform Mechanical Code (1988 Edition). 10. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 433 -1849 X 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433-1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 1 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 SITE ADDRESS: 17100 W Valley Hy BUILDLIG PERMT INSPECTION RECSRD (Post with Building Permit in conspicuous place) BUILDING PERMIT NO. 5 DATE ISSUED: SUITE NO.: PROJECT: Celloe Baq Co. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other Inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the OA /2W09 project progresses. "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wag Nailing 5 Roof Sheathing Nailing 8 Masonry Chimney X 7 / Framing 8 Insulation 9 Suspended Ceiling ><1 0 Wan Board Fastening 11 12 13 X 14 FIRE FINAL Inap: 15 PLANNING FINAL '16 PUBLIC WORKS FINAL X17 BUILDING FINAL PLAN CHECK NUMBER q0 - o75 PROJECT: THE FOLLOWING COMMENTS APPLY TO AND 1EC'QCF/ PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER No changes will be made to the plans unless approved by the — EN and the Tukwila Building Division. 22 Plumbing permit shall be obtained through the King County Health oepart•ent and plumbing mill be Inspected by that agency, i eluding all as piping (296. 4732). O A11 high - strength bolting to be special inspected (Sec. 306, UBC). 8 Any new ceiling grid and light fixture installation is required to 11 most lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced 12 if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. l3 Engineereed truss drawings and calculations shall be on site and available to the building Inspector for inspection purposes. Docusents shall boar the seal and signature of a Washington State Professional Engineer. 1S le 11 \17 Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872-6363). 1 All mechanical work shall be under separate permit through the ity of Tukwila. A11 permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection 1s required either the owner, architect or ww engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, protect name and permit number of the project being ifspected. All structural concrete to be special inspected (Sec. 306, UBC). (27 All structural welding to be done by W.A.B.O. certified welder and V� special inspected (Sec. 306, UBC). �y Any sewed insulations backlog material to have Flame Spread ll/` Rating of 2S or less, and material shall bear identification showing the fire performance rating thereof. Subgred• preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). A statesent from the roofing contractor verifying fire retardancy of rook 011 be required prior to final inspection (see attached rocedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1918 Edition), Uniform Mechanical Code (1901 Edition), 144444a4, All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be sods by calling King County Health Department, 296 -4717, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. l9 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall beer identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. a Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is In addition to any requirements for special inspection. 2I All spray applied fireproofing as required by U.B.C. Standard No. 43 -1, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a Wait or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -075 (512) March 15, 1990 Re: Cello Bag Company - 17100 West Valley Highway, Tukwila, Wa. Dear Sir: Gary L. VanDusen, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & 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 #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 2. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) Yours truly, cc: T.F.D. file ncd City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 Gary L. VanDusen, Mayor All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 3. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. The Tukwila Fire Preven Bureau S72— Plan Review PLAN CHECK NUMBER q0 PROJECT Cp LLO C OCCUPANT LOAD EXITING REQUIREMENTS t'VA ADDRESS 1 1 0 DATE - j -I 0 OCCUPANCY GROUP B M,l =( -)./ ()FC TYPE OF CONSTRUCTION 11 LOCATION ON PROPERTY t ''E TCk.I(ON TO EQ \. Trt )E.2. BUILDING HT. / NO. STORIES 2 0 t�D - '�'('�aul cam c �.Cz.M Apfx FLOOR AREA 140 VP '*' 40, t\O QO0, C -'.C_ L. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING DIVISION LL)L DETAILED REQUIREMENTS OCCUPANCY Li/c'. TYPE OF CONSTRUCTION _4 Ltka 6, OM, • 1403 Ca\ 3 44- /a,K as PART V, CHAPTER 23, U.B.. C . 04 K.. 4l ' W. S . E . C . ._.���.�� CHAPTER 51 -10, W.A.C., NOTES: 61ROGTO2.E ►S .LARED A 1-owe . 0.49.pn$E5 oFT MA( V-4T: MAti R UO et 20 ' ' K, 036 e. 561 P 1. 6 • • 6-7_O -c <-p -it-r 1 i )i 6,13. 2/O l,l -741 �1�1 pte-Gf) prepared by: , CONSULTING ENGINEERS /CIVIL AND STRUCTURAL ftrrris [inra)0 Structural Design Calculations of Equipment Tower Addition Roof of the Cello Bag Company TAlracn. :. Tukwila, WA for Cello Bag Company 17100 West Valley Highway Tukwila, WA February, 1990 R.E. Job No. 9002 -021 RECEIVED CITY OF TUKWILA FEB 2 2 1990 PERMIT CENTER 1501 West Valley Highway North /Suite 101 Post Office Box 836 /Auburn, WA 98071 206.833.7776 Fax 206.939.2168 RUPERT ENGINEEI ,G, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 FAX (206) 939 -2168 - =ALA JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE DATE Lr l pacoucT wificeiiiiNc., Wickman owe .To(OwPhO$LrouHLI1400-maw t . ars _ - 2:o�2LLaC_ Car . \ �-�E_R.. />cv. . r... ” \ \-9,� l ',..- r 4'7 I L ,k S ,... 4 � - T5I ;up .... ri.. "\t►.fC,a - r 1 ...QS, Psi a .-.a . + I . 1. Gam 1 I ... 77.= -c-! • I S'�.;v�`�. . ... / .-•x. `c.iNN- -.- .�1-? �s'CL Ga:$w Y 3-C I , I la.z.1.V-0 1 -- ; L.rL- „1......... 1 �. Srva, ?..l , ;...PPD 1 A i ,., „.. - * : L. i �� v . I s...c›c_.N'SC,.Sa I ;1..x4 x - 4 —_ �- \'R S s,1.--0 --f - XV.'�.... , I , ! o. tats'. , St- ..c:..+.sc,„( .ybC. c',r <-- \c.•','S• \Yr I I3 . . r ! 1 331, I O r , T L i 1' 4. F ' E. , ' ■ `- -` i • I Q,..cx?.tc F'Q, cpt.o '. i 3.se - f I ! 11.om' !r?Es a , L , ; IS;401. ! ! - t- I f*, C no ∎. I I ......... ............ 1 ( - 1- Ic T I I SCG: —; .§ N %.1 1 I l *,...ti, L 1 c-1 RUPERT ENGINEEI ,G, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 FAX (206) 939 -2168 - =ALA JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE DATE Lr l pacoucT wificeiiiiNc., Wickman owe .To(OwPhO$LrouHLI1400-maw t . ars _ - 2:o�2LLaC_ Car RUPERT ENGINEER(' 3, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833 -7776 FAX (206) 939 -2168 r,000O �oai jnc.aao..Wmo1ar.To Of* PMO ICC.IKENOPfl430 JOB C "" o SHEET NO OF �' CALCULATED BY A. DATE L / a fdt,C CHECKED BY DATE SCALE L ... LA _ i 1 r \ J 1 i 1 ; i i i I 1 IN r T 1 1 I o*- .t i T I 3'... i S",L.• , t 3'-4. .3 I 1 I l i ! 1 ' ti# i I L1:3.16 I � N i 1 1 J 1 I 1---.- f`Ki - T - 1� 3• S" l 'f T ? 1 r SV1.1;1 u' PP F, i 1 Swt,�F x I i 4-8A‘1 RUPERT ENGINEER(' 3, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833 -7776 FAX (206) 939 -2168 r,000O �oai jnc.aao..Wmo1ar.To Of* PMO ICC.IKENOPfl430 JOB C "" o SHEET NO OF �' CALCULATED BY A. DATE L / a fdt,C CHECKED BY DATE SCALE RUPERT ENGINEERCG, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 FAX (206) 939-2168 - JOB SHEET NO OF CALCULATED BY is.c" DATE CHECKED BY DATE SCALE 1, /1.k ( Gtp sok.1 1 ;0■..wr) I 1 sl/ , 1 t i 1 Vt.5C4 t...._4,1/4.,.4.... kt. r •■■■•••■••■••■■>.• t 3 s',160s,- kt. . T. — i 5'047 "R t i i ' I 1 ■ ' ! ' is J'-.t k e7,. 1 —• ' C.i!`•4=a LS•5 1, 4=-*70 1 1 4t . ;,40 f&' 1 k ,C ■ I- ' ‘ • e k -- ki" ' ' 4 c 4 k I Zr • 1 ?; , •S (,"%t , c - ■1;042: , . 1 Ft • 1.• k ?,W 7 • = 1 ! . 7- A 1/44- p.e,F rrf,„9— I 1 1—= Piar ) , S4 • Ad ( 4 ri-ce" ( za t ...--, — C .: ' i k4./ i I , v.o4 9. w ( 1= :s--k 8 4-' -. ki-ri /.4 / 1 1 ,_ , . __ I i I 1 ' ■ t I i 1 . , ' 1 f ,,• T e cf,t ,i, ‘.. , ■4... ...4, 1 4. 4—• RUPERT ENGINEERC,G, INC. 1501 W. Val ley Highway N. Ste. 101 P.O. 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(11■71 le her 114611E 1011 /REF 141114144111 JOB SHEET NO CALCULATED BY A� CHECKED BY SCALE OF DATE L 1 t G UP DATE ''•!.A A AIL 1 I r l A `_ TZ 1 r .CP. 01 --1 'N. “.1 S oz. m..f ,-.' • ..., 3ti' t 4, ' ck. • Jr C I TS s T LEI V - ; / ; r ; S r i a y...� --. i fib+ 1 S's / o s • ` 6 -31, \vri — 'kn+io. _ '1-.:. . ' t , ' _ f s v, 1.7 I , Y i 1 f c ! j T I T r T 1•:. a:.:2- V i t t I i Ls F , S► t .„L,,� T 1 . Y Y r r 1 E Y t Y 1 RUPERT ENGINEER(., INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 FAX (206) 939 -2168 Dorn 1n (■eann U... (11■71 le her 114611E 1011 /REF 141114144111 JOB SHEET NO CALCULATED BY A� CHECKED BY SCALE OF DATE L 1 t G UP DATE "-■ 4..4,74 , RUPERT INC. ENGINEER( ", I 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 FAX (206) 939-2168 MOO= 10.1rAitaii)Int, (Monk Wu 01471 Togo MOM t011/REL I2443 JOB SHEET NO CALCULATED BY CHECKED BY SCALE / OF DATE DATE 1 4 I•1 \„ , P I c k F." iVIi-44.....m-x.T i I 1 I 1. ; ! i ' cPs..;..c.-44m.--.... Q.- N,..., i. 4 1/40;,-? %.,4Ht . - - ..... S. --; I I 1 T c,..4....., N.P.P.w.1-+.s,„...,. - t - t cz•4■0".T- 1 1::-...4...4.4.„s„v- ;$.x.:#,,N,...? ‘■,...? -cc, J., ■••*"' 9.1,..4. I I I , ea.scLs:r. - t.• I • ; S■AV V.. ' ' . '6.•rk. ' ..., 1 •i - 44 1..• 1........... • 1 1 . , ' . : ' \-- , (.2 ,.. 1/4 ,f i • (sr- t■-- ever cx-)4 'kszt.=, evf" .... ....; ... 1.A ct. . : • • , czo" ' • . ! • •Val-,t ■ t■ ••■ V lait.. . i2, a' .. • 1.1, t o • r .. ' 4. % ( k - -44e 1 ' ; . ; • , ' hrrr ; 1 1: qr-v4c)r , s r-. 44- verag. ; c,•'f... c"...e....' ! z 1 Voi-Q-Accw.)1■, 14 4 Ili! Il , ;1111=r. 1.41.0 r ; v ; t Cf 1:. 1 .ki; L u... V; (:_ 1/4 a■ 4. ' 1 1 , S • . 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I V- .. \S•s\ k- , I I r 1 I 1 t ' t . •.■ I . I Yk-r i..(A. i 1 S , yr f j Z.�p�i � ..� k.V.... t i 1 1 t r Iv 1 r y 7. 1 k k L... `1 , C S. j ! r S1. SK. 17L44, .. ...,w,,.e:a.4,, . } r t • 1 1 i T j • i 1 1 RUPERT ENGINEEI.G, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 FAX (206) 939-2168 Dann dialer Wu DWI T.neat RI• TALL r .rr 1400-7264110 JOB SHEET NO CALCULATED BY CHECKED BY DATE SCALE DATE 1 4 : \ 661,0 RUPERT ENGINEER( a, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 FAX (206) 939-2168 i : I 6......- . 1 4.'rk.i 'S. 1 ;• 1 i e ; 1 4%-r..sts= ( ■ i 1 i I -5 s crla*Ic 7 via0OMT 201I °mon. Lim 014H To Wei TIOIL TOLL f&( 140425-6.110 r C (.v 41 1 k AGt 1/4(;`#• . • 1 , IT 1 rs i S .1h ..... t JOB * — c=5).,„, 1/4 "%s.. SHEET NO l L. OF CALCULATED BY P.c IF* DATE CHECKED BY DATE SCALE r kk'es-0.4- 1 i 1 ,w6. i ■c„ ( i . , i 5 r \''''. --".. °`‘ ' v.A• I" qt. / I I ! or. Ls ( (*Lc) 1 VI.. - 1 i , ■ C.i. P.4 ■ - 7‘.1...,;s.. iii.■-•‘. 1/4...., ( ‘‘-rwr ‘.4.L■m•P I ( ! 1 i %.,.. ' 1 1 ■ ! I L i 1. € C ' ; ! 9 , S.°4 f T C4*56 '" 11") k4-, . IP.S , 1 I i 1 1 • 1 I , i 11 I I 1 -t. T I Stgow %WS! V.7.7i ''' ,!FNI Y.OPIhw ..CAONs‘V 41 . i keW.A..itS k-Pr , 1 • ! k%7di V .. ' .i C:s • ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * S T A A D- III REVISION 10.3 (VERSION 10 LEVEL 3) * PROPRIETARY PROGRAM OF RESEARCH ENGINEERS,INC. DATE= FEB 20, 1990 • TIME= 15:25:45 * * ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1. STAAD PLANE CELLO 2. UNIT FEET KIP 3. 3OINT COORDINATES 4. 1 0. 0. ; 2 2.79 0. ; 3 6.79 0. ; 4 10.79 0. ; 5 14.79 0. 5. 6 18.79 0. ; 7 22.79 0. ; 8 26.79 0. ; 9 30.79 0. 6. 10 34.79 0. ; 11 42.79 0. ; 12 50.79 0. 7. 13 58.79 0. ; 14 62.62 0. 8. MEMBER INCIDENCES 9 . 1 1 2 ; 2 2 3 ; 3 3 4 ; 4 4 5 ; 5 5 6 ; 6 6 7; 7 7 8 10. 8 8 9 ; 9 9 10 ; 10 10 11 ; 11 11 12 ; 12 12 13 ; 13 13 14 11. UNIT INCHES KIP 12. MEMBER PROPERTIES 13. 1 TO 13 PRISMATIC YD 35.75 ZD 9.0 IZ 34268 14. SUPPORTS 15. 1 12 PINNED 16. CONSTANTS 17. E 1800 ALL 18. UNIT FEET POUND 19. LOAD 1 20. *THIS CASE IS TYPICAL BEAM 21. JOINT LOAD 22. 2 4 6 8 10 11 12 13 FY - 10800. 23. 14 FY - 21600. 24. LOAD 2 25. *THIS CASE IS WITH ,. - T , <Xt roA.cS 26. JOINT LOAD 27. 2 3 4 5 6 7 FY - 4871.5 28. 8 FY - 30630. 29. *JOINT 8 INCLUDES 11.52 KIPS WIND COMPRESSION 30. 9 FY -8910. 31. 10 FY - 11010. 32. 11 12 13 FY - 10800. 33. 14 FY - 21600. 34. PERFORM ANALYSIS KEEP 35. PRINT ANALYSIS RESULTS PAGE NO. 13/ CELLO -- PAGE NO. 144 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE JOINT LOAD X -TRANS Y -TRANS Z -TRANS X -ROTAN Y -ROTAN Z -ROTAN 1 1 .00000 .00000 .00000 .00000 .00000 - .01042 2 .00000 .00000 .00000 .00000 .00000 - .02077 2 1 .00000 - .34584 .00000 .00000 .00000 - .01015 2 .00000 - .69164 .00000 .00000 .00000 - .02043 3 1 .00000 - .80968 .00000 .00000 .00000 - . 00906 2 .00000 - 1.63819 .00000 .00000 .00000 - .01880 4 1 .00000 - 1.20465 .00000 .00000 .00000 - .00728 2 .00000 - 2.47839 .00000 .00000 .00000 - .01603 5 1 .00000 - 1.50136 .00000 .00000 .00000 - .00503 2 .00000 - 3.16108 .00000 .00000 .00000 - .01227 6 1 .00000 - 1.68332 .00000 .00000 .00000 - .00250 2 .00000 - 3.64380 .00000 .00000 .00000 - .00772 7 1 .00000 - 1.74053 .00000 .00000 .00000 .00010 2 .00000 - 3.89284 .00000 .00000 .00000 - .00257 8 .1 .00000 - 1.67585 .00000 .00000 .00000 .00257 2 .00000 - 3.88324 .00000 .00000 .00000 .00302 9 1 .00000 - 1.49863 .00000 .00000 .00000 .00472 2 .00000 - 3.60644 .00000 .00000 .00000 .00838 10 1 .00000 - 1.23112 .00000 .00000 .00000 .00634 2 .00000 - 3.09462 .00000 .00000 .00000 .01276 11 1 .00000 - .55293 .00000 .00000 .00000 .00717 2 .00000 - 1.60289 .00000 .00000 .00000 .01729 12 1 .00000 .00000 .00000 .00000 .00000 .00346 2 .00000 .00000 .00000 .00000 .00000 .01481 13 1 .00000 .10294 .00000 .00000 .00000 - .00051 2 .00000 1.19230 .00000 .00000 .00000 .01084 14 1 .00000 .06830 .00000 .00000 .00000 - .00088 2 .00000 1.67919 .00000 .00000 .00000 .01047 CELLO SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE TYPE = PLANE JOINT LOAD FORCE -X FORCE -Y MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- POUN FEET MEMB LOAD JT AXIAL SHEAR -Y SHEAR -Z 1 1 1 2 2 1 2 2 1 2 3 2 2 3 3 1 3 4 2 3 4 1 4 5 2 4 5 5 1 5 6 2 5 6 6 1 6 7 2 6 7 7 1 7 8 2 7 8 .00 28991.56 .00 38288.24 .00 79008.60 .00 95490.99 . 00 28991.56 .00 - 28991.56 . 00 38288.24 . 00 - 38288.24 . 00 18191.35 .00 - 18191.35 . 00 33416.82 .00 - 33416.82 . 00 18191.75 . 00 - 18191.75 . 00 28545.63 .00 - 28545.63 .00 7391.86 .00 - 7391.86 .00 23674.04 .00 - 23674.04 .00 7391.90 .00 - 7391.90 . 00 18803.54 .00 - 18803.54 .00 - 3407.89 . 00 3407.89 .00 13931.81 .00 - 13931.81 .00 - 3408.60 .00 3408.60 .00 9059.26 .00 - 9059.26 FORCE -Z MOM -X MOM -Y .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .06 .00 .00 .00 80885.52 . 00 .00 .00 .40 .00 .00 .00 106823.70 .00 .00 .00 - 80885.96 . 00 .00 .00 153650.90 .00 .00 .00 - 106822.80 .00 .00 .00 240491.10 . 00 .00 .00 - 153651.30 . 00 .00 .00 226417.70 .00 .00 .00 - 240490.70 . 00 .00 .00 354671.60 .00 .00 .00 - 226417.40 .00 .00 .00 255982.30 .00 .00 .00 - 354672.40 .00 .00 .00 449365.80 .00 .00 .00 - 255982.60 .00 .00 .00 285547.70 . 00 .00 .00 - 449366.00 .00 .00 .00 524574.70 .00 . 00 .00 .00 . 00 . 00 .00 . 00 -- PAGE NO. 15 MOM Z TORSION MOM -Y MOM -Z . 00 - 285548.40 .00 271913.40 .00 - 524575.40 . 00 580298.80 . 00 .00 .00 - 271913.90 .00 .00 .00 258276.80 .00 .00 .00 - 580295.60 .00 .00 .00 616532.60 CELLO MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- POUN FEET -- PAGE NO. 16 MEMB LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 8 1 8 .00 - 14208.68 .00 .00 .00 - 258278.60 9 .00 14208.68 .00 .00 .00 201444.00 2 8 .00 - 21571.41 .00 .00 .00 - 616534.10 9 .00 21571.41 .00 .00 .00 530248.30 9 .1 9 .00 - 14208.92 .00 .00 .00 - 201445.70 10 .00 14208.92 .00 .00 .00 144608.50 2 9 .00 - 30480.98 .00 .00 .00 - 530247.80 10 .00 30480.98 .00 .00 .00 408323.50 10 1 10 .00 - 25008.57 .00 .00 .00 - 144609.80 11 .00 25008.57 .00 .00 .00 - 55458.82 2 10 .00 - 41490.94 .00 .00 .00 - 408326.50 11 .00 41490.94 .00 .00 .00 76398.02 11 1 11 .00 - 35808.61 .00 .00 .00 55459.18 12 .00 35808.61 .00 .00 .00 - 341927.90 2 11 .00 - 52290.95 .00 .00 .00 - 76399.09 12 .00 52290.95 .00 .00 .00 - 341928.00 12 12 .00 32399.99 .00 .00 .00 341928.00 13 .00 - 32399.99 .00 .00 .00 - 82728.05 12 .00 32400.03 .00 .00 .00 341928.20 13 .00 - 32400.03 .00 .00 .00 - 82727.97 13 1 13 .00 21600.00 .00 .00 .00 82728.09 14 .00 - 21600.00 .00 .00 .00 .09 2 13 .00 21600.34 .00 .00 .00 82726.84 14 .00 - 21600.34 .00 .00 .00 -.09 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * ** 36. FINISH * * * * * * * * * * * * * ** END OF STAAD -III * * * * * * * * * * * * * ** * * * * ** DATE= FEB 20,1990 TIME= 15:26: 2 * * * * ** /Ll ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * S T A A D- III REVISION 10.3 (VERSION 10 LEVEL 3) * PROPRIETARY PROGRAM OF RESEARCH ENGINEERS,INC. DATE= FEB 20, 1990 TIME= 16: 9:52 * * ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1. STAAD PLANE CELLO1 2. UNIT FEET KIP 3. JOINT COORDINATES 4. 1 0. 0. ; 2 2.79 0. ; 3 6.79 0. ; 4 10.79 0. ; 5 14.79 0. 5. 6 18.79 0..; 7 22.79 0. ; 8 26.79 0. ; 9 30.79 0. 6. 10 34.79 0. ; 11 42.79 0. ; 12 50.79 0. 7. 13 58.79 0. ; 14 62.62 0. 8. MEMBER INCIDENCES 9. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7 ; 7 7 8 10. 8 8 9 ; 9 9 10 ; 10 10 11 ; 11 11 12 ; 12 12 13 ; 13 13 14 11. UNIT INCHES KIP 12. MEMBER PROPERTIES 13. 1 TO 13 PRISMATIC YD 35.75 ZD 9.0 IZ 34268 14. SUPPORTS 15. 1 8 12 PINNED 16. CONSTANTS 17. E 1800 ALL 18. UNIT FEET POUND 19. LOAD 1 TowE-p.. 20. *THIS CASE IS WITH AND NEW COLUMN 21. JOINT LOAD 22. 2 3 4 5.6 7 FY - 4871.5 23. 8 FY - 30630. 24. *JOINT 8 INCLUDES 11.52 KIPS WIND COMPRESSION 25. 9 FY -8910. 26. 10 FY - 11010. 27. 11 12 13 FY - 10800. 28. 14 FY - 21600. 29. PERFORM ANALYSIS KEEP 30. PRINT ANALYSIS RESULTS 17 PAGE NO. CELLO1 JOINT LOAD X -TRANS 1 1 2 . _..1 3 1 4 5 6 7 8 9 10 11 12 13 14 1 1 1 1 1 1 1 1 1 JOINT LOAD FORCE -X ALL UNITS ARE -- MEMB LOAD JT 1 1 1 2 2 1 2 3 3 1 3 4 4 1 4 5 5 1 5 6 .00000 .00000 . 00000 .00000 .00000 .00000 .00000 .00000 .00000 . 00000 .00000 .00000 .00000 .00000 .00 .00 .00 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE Y -TRANS . 00000 - .06396 - .13994 - .18305 - .18541 - .14785 - .07994 . 00000 .07250 . 13843 .20690 .00000 - .68192 - 1.09231 SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE TYPE = PLANE FORCE -Y 14145.92 51090.82 68542.20 MEMBER END FORCES STRUCTURE TYPE = PLANE POUN FEET AXIAL SHEAR -Y . 00 14145.92 .00 - 14145.92 .00 9274.48 .00 - 9274.48 .00 4402.90 . 00 - 4402.90 .00 - 468.54 .00' 468.54 .00 - 5340.02 .00 5340.02 Z -TRANS .00000 .00000 .00000 .00000 .00000 .00000 .00000 .00000 .00000 .00000 .00000 .00000 .00000 .00000 FORCE -Z .00 .00 .00 X -ROTAN .00000 . 00000 .00000 .00000 . 00000 .00000 .00000 .00000 .00000 .00000 .00000 . 00000 .00000 . 00000 MOM -X MOM -Y . 00 . 00 . 00 SHEAR -Z TORSION MOM -Y .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Y -ROTAN .00000 .00000 .00000 . 00000 . 00000 .00000 .00000 .00000 .00000 . 00000 .00000 .00000 . 00000 .00000 -- PAGE NO. 18 .00 .00 .00 • Z -ROTAN - .00195 - .00182 - .00128 - .00049 . 00038 . 00115 .00162 . 00162 . 00144 .00129 - .00022 - .00472 - .00868 - .00905 MOM Z .00 . 00 . 00 MOM - Z .00 -.01 .00 39467.18 . 00 - 39467.28 .00 76565.10 .00 - 76565.07 .00 94177.08 .00 - 94177.04 .00 92302.73 .00 - 92302.68 . 00 70942.77 1,4 CELL01 MEMBER END FORCES STRUCTURE TYPE = PLANE ALL.UNITS ARE -- POUN FEET MEMB LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 6 1 6 7 .00 - 10211.53 .00 10211.53 -- PAGE NO. 19/ L( .00 .00 .00 - 70942.65 .00 .00 .00 30096.66 7 1 7 .00 - 15083.00 .00 .00 .00 - 30096.47 8 .00 15083.00 .00 .00 .00 - 30235.51 8 1 8 .00 5377.81 .00 .00 .00 30235.62 9 .00 - 5377.81 .00 .00 .00 - 8724.35 1 9 .00 - 3532.17 .00 .00 .00 8724.38 10 .00 3532.17 .00 .00 .00 - 22853.09 10 1 10 .00 - 14542.18 .00 .00 .00 22853.04 11 .00 14542.18 .00 .00 .00 - 139190.50 11 1 11 .00 - 25342.19 .00 .00 .00 139190.50 12 .00 25342.19 .00 .00 .00 - 341928.00 12 1 12 .00 32400.00 .00 .00 .00 341928.00 13 .00 - 32400.00 .00 .00 .00 - 82728.13 13 1 13 .00 21600.13 .00 .00 .00 82727.48 14 .00 - 21600.13 .00 .00 .00 -.09 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * ** 31. FINISH * * * * * * * * * * * * * ** END OF STAAD -III * * * * * * * * * * * * * ** * * * * ** DATE= FEB 20,1990 TIME= 16:10: 7 * * * * ** RUPERT ENGINEER(3, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833 -7776 FAX (206) 939-2168 JOB L oLl SHEET NO .L . OF DATE CALCULATED BY CHECKED BY DATE SCALE 1 L . ��' .. i I i I • 1 �5�� i 1 f 54? 54? ... ..- 9 SQ. - 1 s ';*7- PP F j I SA.' ' ' ?..4.. I 77c04 C-a*! e'. C.'Cta Ar-- Ital.� -t S$. 4 66 ( -i 1.. S► 4 4.1 .........?o ,k 4 I 1 1 ..., 3 41 c.- 1 ' r T � 1 r 1 RUPERT ENGINEER(3, INC. 1501 W. Valley Highway N. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833 -7776 FAX (206) 939-2168 JOB L oLl SHEET NO .L . OF DATE CALCULATED BY CHECKED BY DATE SCALE FOOT 1 G PROGRAM CELLO LOAD DATA UNF'AC['ORED LOADS LOAD VER'I' . FORCES M 0 M E N T S HORIZ. LOAD CASE (+ =DOWN) ( +CW> ABOUT AXIS FORCE CASE # DL LL W.Q DL LL W,0. HX HY HAS 1 25.55 25.55 0 0 0 0 X 0 0 LIVE 0 0 0 Y CONVERSION FACTOR- FORCES TO KIPS = 1 MOMENT TO FT. -KIPS = 1 INPUT DATA SOIL PRESSURE -- ALLOWABLE= .783 KSF (AXIAL) -- ALLOWABLE= .783 •KSF (FLEXURAL) STEEL FY= 60 KSI CONCRETE F' C- 3 MI COLUMN DIM.--X= 7 IN, Y= 7 IN. BASE PLATE DIM . -X= 13 IN. Y= 13 IN. FTG. DESIGN DA'f4' CELLO FTG. DIM. --X -AXIS= 8.25 FT. Y -AXIS= 8.25 FT. DEPTH= 14 IN. SHEAR STRESSES--MAX. ONE WAY POS. X AREA= 30 PSI NEG. X AREA= 30 POS. Y AREA= 35 NEG. Y AREA= 35 MAX. ALLOW.= 109 PSI SHEAR STRESSES--MAX. TWO WAY POS. X AREA= 107 PSI NEG. X AREA= 107 POS. Y AREA= 116 NEG. Y AREA= 116 MAX. ALLOW.= 219 PSI BOT. STEEL DESIGN- -PARA. TO X -AXIS DES. MOM.= 66 FT.-KIPS IN PUS. X AREA 66 FT. -KIPS IN NEG. X AREA STEEL REQ'D= 2.49 SQ. IN. MIN. ALLOWABLE CON'T'ROLS TYPICAL SPACINGS 13 - - #4 BARS AT 7.1 IN. CENTERS 8 - - #5 BARS AT 11.6 IN. CENTERS 6 --- #6 BARS AT 15.5 IN. CENTERS BOT. STEEL DESIGN---PARA. TO Y -AXIS DES. MOM.= 66 FT. -KIPS IN POS. Y AREA COPIES DATE ,O (t tCX5t.... - 0L NO. RE: G � .,,.` -..ftD ��+ �. P.C.. DESCRIPTION 1s.CxD C D C L) G A` -4_, C'C C... P I. 1 1--. Cfi - CL.IS.Q;vc) . IF' L . G r 0... , --cz—Sc,... ( .c ,E. �. .CL.SP'C\ -�> DATE ( Z C t l.. z ,O (t tCX5t.... - 0L ATTENTION RE: G � .,,.` -..ftD ��+ �. P.C.. 1s.CxD C D (206) 833 -7776 FAX (206) 939 -2168 TO RUPERT ENGINEER! -. INC. P.O. Box 836 /Zip 9 1501 W. Valley Hwy. Nort #101 AUBURN, WASHINGTON 98001 WE ARE SENDING YOU JR:r Attached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter REMARKS JAI' Prints ❑ Change order THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO If enclosures are not as noted, kindly notify us at once. the following items: ❑ Plans ❑ Samples ❑ Specifications . VF's„ -C—A E �:�• -�- C�CZ -- xe' ,A1.1E A.r•��' - t., p2r�c?5� r - SIGNED; APPROVED FOR ISSUANCE BY: I IN BUILDING L. OFFICIAL DATE: - 3 - • - CJ I hereby certify that I have rea• and exa ,.' ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: 0 / 4 .i _ - - - DATE: / COMPANY: a d i L) PRINT NAME: ‘ 4 = Av . .. e or or PROPERTY OWNER IVJA West Valley Associates PHONE WA 5 3 -2765 ZIP gR1614 ADDRESS First Interstate Center, 999 Third #4125. Seat tip, CONTRACTOR C & D Contractors PHONE R - 5214 ADDRESS P.O. Box 902, Renton. WA �ZiP 9ROir, EXP. DATE WA. ST. CONTRACTOR'S LICENSE CDCON20403 ARCHITECT Ru.ert Engineering PHONE 823 -7777 ZIP 98001 ADDRESS 1501 West Valley Highway #101_ Auburn_ WA TYPE OF CONSTRUCTION: 1II -N UBC EDITION (year) 88 SETBACKS: N _ S — E - W - DATE FIRE PROTECTION ®S • rinklers •Detectors •NIA UTILITY PERMITS REQUIRED �(] Yes • N o (through .,. •.. ZONING: M -1 BAR /LAND USE CONDITIONSDYes Q No 76.00 BUILDING SURCHARGE 4.50 CONDITIONS (other than those noted on or attached to permit/plans): 2-26 -90 ENERGY SURCHARGE SQUARE FEET OTHER: SQUARE FEET OCC. LQAP TOTAL SQUARE FEET TOTAL - DESCRIPTION AMOUNT RCPT 1 DATE BUILDING PERMIT FEE 117.00 6090 6090 2 -26 -90 2 -26 -90 PLAN CHECK FEE 76.00 BUILDING SURCHARGE 4.50 6!190 2-26 -90 ENERGY SURCHARGE SQUARE FEET OTHER: SQUARE FEET OCC. LQAP TOTAL SQUARE FEET TOTAL - 197.50 USE / • / CODE COMPLIANCE / / / RDOR SQUARE FEET OCC. WAD SQUARE FEET OCC. LOAD SOUAAE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LQAP TOTAL SQUARE FEET TOTAL OCC. LOAD , TOTA CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: CE 5c) tales 3 - 0a - 9D PLAN CHECK #90-075 BUILI VIa F'EFlMII (POST WITH INSPE.. 'ION CARD AND PLANS IN A CONSPICUOUS LOCATION) DATE ISSUED: FEES PROJFCT le ore 17100 W Valley Hy PROJECT NAME/TENANT Cello Ba • Co. M INFORATION UI . U ��- A.. u •: 10.000.00 1 - I -1 1' - -1 • 1! TYPE OF • New Building • Addition IA Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Retool 0 Remodel (residential) 0 Other WORK TO BE DONE: Remodel existing equipment tower on roof of building. Grading/Fill This permit shall become null and void if the work is not commenced within 180(gbys frct(n the date of issuance, or if the work is suspended or abandoned for a period 01 180 days frdd the last inspection. RTIFICATE OF twrzii OCCUPANCY NO. CELL° o. °Ica& I r C 7 3 g ' (t I 1 'I�.G 1••TI1 -I ro (—) 1 Ale .A - Zee 14' WEST VALLEY HIGHWAY 14 I ° w••s Zo" E3<I T:I1.1k =exiTbK mPS 0Z :a HQ. On •s F,) Tr1 -•n: H z --cu 1 t 41z.11 zl�*1:'WI°I�F- 1oL1sE lac tNC 11-1T � "z dttu t:nNr�' X1.1 - I o. ° V "_: kJ I ° Z-43 z ° - 11 - 12' f3 1 °•3 OM NO WEST VALLEY HIGHWAY SITE PLAN III .:: Mar •vFFicS rte` 1" 20 sr - - plic 12 : , o lord F 11 ► K- 1 CODE NOTES: EXISTING BUILD NG CONSTRUCTION TYPE IIIN OCCUPANCY 62 SETBACKS: ' NORTH ' SOUTH EAST WEST ALLOWABLE TWO STORY FLOOR AREAL (12000 SF 'BASIC) 2 STORIES C39' -20' ) 1 .25X +J 2 ■ 59,400 SF ' ALLOWABLE FIRST STORY FLOOR AREA: (12000 SF BASIC) j39120)1.25X +fl 3 ■ 44,550 9F ACTUAL BUILDING AREA: FIRST FLOOR ■ 38,520 SF OK SECOND FLOOR ■ 9,770 SF EXIST @ SOUTH & WEST WALLS + 255 SF NEW OFFICE 10,025 SF OK TOTAL 48,545 SF UK ZO1.111.1G _ -- M I •16114T LIMIT- - --11S SECTION I8. 60• o3o of TUE- TUKWILA ZONING Cope.) --- 66' }20' _ 75'0•ILR TABLE b AND SECTION 807 EXCLPTIbII OF TN IRIS® b 32 2G'K 14' WIGH EQUIPMENT T ON TH E ROOT, A NEW PIECE OF ERU11°Mp.NT Ta IbE ElitEC,TEp IN TNI17 AKEA, REe7UIR25 A 59 CLEAR. RpoF NE-16114T. THE EXIST, EQUIPP TOWER. WILL L'SE REfiovED AND A NL' V ONE ots9.104TR.Uolgto PBIZ Gobs WITH WALL AND 'MINI PAIWTINdi MATGN THE ExI'TIN61 E,UIL.DING1, r 119' 2' O. 0 65' 17' 39' TO CENTERLINE OF R.O.W. 32 r ct I tawA,6 GO. 3 2' 84' EQUIPMENT rowt:R ADDIT. CITY OF 'Will Is APPROULD �Z GCGIJL' tall LDlll i i)!VI sS 1 5( Loo ° I77m ' •s� ,- FJZ I�T 2i-la Imo. riScre/1+6I2 .214Q PLR• s i . REMOVE,L ARe.A C 5 '945 . . VICINITY MAP N TH safe m FILE COpy I understand that the Plan Check approvals are "Jbiect to errors and omissions and approval of plans does nt\,t authorize the violation of any do pled code or ordinance Receipt of contractor's _opy of approved plan., acknowledged. By - r i !F.'::1 .2 2 PERMIT CENTER 00 [ to A 0 Z i O w a SHEET NO 1 aF DATE 2 -Z(-90 DRAWN I:7 /A M CHECKED F.. JOB NO 9002 -021 1 ft I I l I 1 1 1 1 1 1 1 - _ I I I I 11 1 • I I I I - I . I I I i I. .. �Y'� � I r l ,., i I a I I , -,.. i' 1 _ i ' S OE 6z Be tz 9z Sz a ez zz lz 0Z 61 ©l Ll 91 GI C1 el e1 11 01. i .... �IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIII1II11111111II1111i111I1111�1111I111�11111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIIIIIIII�I !> 6 i I •I.Ici - r•Ir),I .1 FLEXIBLE RULER 302AWa,awaH. 7 8 IF THIS MICROFILMED DOCUMENT IS LESS 1 CLEAR THAN THIS NOTICE, IT IS DUE TO : THE QUALITY OF THE ORIGINAL DOCUMENT