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Permit 6821 - Boeing #9-77 - Maintenance Platforms and Stairs
6821 91-408 boeing #9-77 9407 east marginal way south 4 "7"7 14fric,csai T PEF CONST.: II -N UBC EDITION (year) 1988 SETBACKS: N - S - E- W- FIRE PROTECTION: Sprinklers Q Detectors N/A UTILITY PERMITS REQUIRED? O Yes 0 No =oft ZONING: BAR /LAND USE CONDITIONS? 0 Yes 0 N CONDITIONS (other than those noted on or attached to permit/plans) CONTRACTOR Boeing Military Airplanes PHONE 544 -2975 PROPERTY OWNER Boeing Military Airplanes PH E 544 -2975 ADDRESS P.O. Box 3707 M/S 46 -87 Seattle, WA 21P 98124 -2207 CONTRACTOR Boeing Military Airplanes PHONE 544 -2975 ADDRESS P.O. Box 3707 MIS 46 -87 Seattle WA ZIP 98124 -2207 WA. ST. CONTRACTOR'S LICENSE # BOEING -294ML EXP. DATE ARCHITECT Boeing Military Airplanes PHONE 544 -2975 ADDRESS P.O. Box 3707 M/S 46 -87 Seattle WA ZIP 98124 -2207 CITY OF TUKWILA Dept. of Community Development- Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDING PERMIT NO. ,Q g� DATE ISSUED: 0 SITE ADDRESS 9407 E Marginal Wy S PROJECTNAME/TENANT Boein I19 -77 USE> APPROVED FOR ISSUANCE BY: Division 98188 CERTIFICATE OF OCCUPANCY NO. a IA Du0LIJIrJU r rtivi0 i (POST WITH INSP.,TION CARD AND PLANS IN A CONSPICUOUS LOCATION) <:.. DESCRIPTION BU.ILDING:.P, ERMIT;FEE BUILDING;SURCHARGE AMOUNT RCPT # DATE . 105. :00 4. :50 VALUE OF CONSTRUCTION - $ 15,000 ASSESSOR ACCOUNT # 000340 -0018 PLAN CHECK NO.: SUITE # 91 -408 TYPE OF • New Building ■ Addition © Tenant Improvement (commercial) • Demolition (building) • Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Fabricate and instil two steel framed maintenance platforms and access stairs. CODE • COMPLIANCE FL TOTAL:': SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL 000. LOAD BUILDING OFFICIAL DATE: ) 6 r'11 i , ) 1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. DATE: fir // COMPANY: DATE ISSUED: 1 r/ of • This permit shall t�ecbme null and void if the :work is not commenced within 80 days from`the date of issuance, or:rf the work is suspended or abandoned for a p of 180 days from the last mspectlo PERMIT NO. — i CONTACTED DATE READY DATE NOTIFIED 2nd NOTIFICATIO BY: BY: ( init. ) PERMIT EXPIRES AMOUNT OWING 3RD NOTIFICATION BY: (init.) BUILDING(: , APPLICATION TRACKING PROJECT NAME PLAN CHECK NUMBER 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 FOOTAGEJOCCUPANCY 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 OCC. FEET OAD TOTAL SQUARE FEET T. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PAR TM FIRE O PLA NING • PUBLIC WORKS O OTHER SITE ADDRESS BUILDING - C �lao - .g1 io initial review BUILDING - final review l Z 4( REVIEW COMPLETED ROY RO TED) l FIRE PROTECTION: /2 Sprinklers « /� / INI T: [j/( (I ( of FIRE DEPT. LETTER DATED: ©Y ( INIT: 0/-41/9/ f °t INIT: INIT: (0 INIT: 23 c C- ZONING: CONSULTANT: Date Sent - REFERENCE FILE NOS.: MINIMUM SETBACKS: N- I U.IREME UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: "Y_C -IN1 S- Yes 1 F1 No SUITE NO. Date Approved - Detectors BAR/LAND USE CONDITIONS? Yes E- UBC EDITION (year): N/A W- TOTAL OCC LOAD INSPECTOR: t( /1 �� S P4-11‘.4 f FA^ SITE ADDRESS • i ue: i ,, • A PROJECT NAME/TENANT SUITE # IF, WA. BLDG. 09 -77 VALUE OF CONSTRUCTION - $ 15,000 ASSESSOR ACCOUNT # 000340 -0018 r A eu :a _ ESS O Q rlI TYPE OF • New Building Li Addition WORK: 0 Rack Storage 0 Reroof TGQg t Improvemen 0 Remodel (residential) STEEL FRAMED MAINTENANCE (commercial) U Demolition (building) 0 Other DESCRIBE WORK TO BE DONE: FABRICATE AND INSTALL TWO (2) PLATFORMS AND ACCESS STAIRS. BUILDING USE (office, warehouse, etc.) B2 OFFICE B3 TEST AREAS NATURE OF BUSINESS: A TRpl ANFS WILL THERE BE A CHANGE IN USE? Q No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 71 880 Tenant Space: 71, 880 Area of Construction: 400 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER PHONE BOEING MILITARY AIRPLANES (206) 544 -2975 ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE WA. ZIP 98124 -2207 CONTRACTOR g• _: R. A PHONE 206 44 -2 ADDRESS • PM. BOX 3707, M/S 46 -87, SEATTI F, WA. ZIP 98124 -2207 WA. ST. CONTRACTOR'S LICENSE # BOEING -294ML EXP. DATE ARCHITECT Rr1FTNr MTL,j_TARY ATRPI AN S PHONE (206). 544 - 297 ADDRESS 46_87 FAT LE WA, _• ZIP 8124 -2207 EB.> .CE . 1 . :r ; >' VE ., E D . .. ,: ; :. FiT H.,AT R... A.. AND, �EXAt�II ryED,::1'HIS�AP:P:..LICATfON:,A . D.<: KNQ. W��`TNE >SAME- T:O�� "��`�::: RUEf�1Q:GO. . ECT A I�:;fM T PLY FOR: CHIS ;PERMrr s ::; E ' : <::: 1 , BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE - " ° -� alt /� ' DATE C l — Qo-c 1 PRINT NQ� TERRY BENNETT PHONE (206) 544 -2975 ADDRE BOX 707, M/S 46 -87 SEATTLE WA. CITY21 P 98124 -2207 CONTACT PERSON TERRY BENNETT PHONE (206) 544 -2975 CITY OF TUKWIL4 Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 WYLLE .IOR$I Wlnn5.5 -09 PLAN CHECK NUMBER BUILDW3 PERMIT APPLICATION DESCRi P.TION < »::'.:: BUILDING PERMIT:FEE> PLAN CHECK'FEE O BUILDING 'SURCHARGE:: R: <. <.DATE 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 Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases; a valuation amount should be entered by the applicant. This figure will be reviewed and 1s 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 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 3 &o --� umr- submittal checklist baffle wall camera access w10055-02 t wylie TUKWILA WA STRUCTURAL CALCULAtions RECEIVED CITY OF TUKWILA SEP 20 1991 PERMIT CENTER BMA Facilities Developmental Center scope of work work platform landing seismic appendix work platforms stairs and landing scope of work landing stairs design live load floor pl work platform work platform work platform work platform brace at owsj unistrut design live load plan floor plate aluminium diamond pl landing landing landing seismic landing support frame platform seismic n/s frame code design force seismic e-w frame seismic e-w frame tension only brace rod bracing seismic base pl anchor bolts concrete uplift existing structure load to existing baffle wall support structure platform weight live load aluminum stair appendix 11.9: 4.41 1 1 ; ' I EVALUATION REPORT Grr•• r a 11 " CiOl.u 10••4 �. W , 1CBO Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials Filing Category; FASTENERS — Concrete and Masonry Anchors HILTI HVA ADHESIVE CONCRETE ANCHORS HILTI,1NC, 5.100 SO1.TrH 122 EAST AVENUE TULSA. OKLAHOMA 74145 1. Subject: Hilti HVA Adhesive Concrete Anchors, 11. Description: The Milli HV.A concrete anchors are stud•type adhesive anchors (or use in regular - weight concrete having a minimum compressive strength of 2000 psi or structural lightweight concrete having a minimum compressive strength of 3000 psi. The system includes a threaded rod or steel reinforcement dowels and a sealed glass tube, The threaded rod consists of zinc•plated SAE 1018 steel. a nut and washer. The threaded rod is identified as "HAS. ".Thc rod is available In ) is.. Irv, ate., rt..• Ire. and 1. Inch threaded sizes. The steel dowels consist of No. 3, No. 4, No, S. No, 6. No. 7 and NO. 8. Grade 40ler Grade 60 reinforcement bars. !aside the tube of resin there Is ► smaller tube containing quartz sand which has been coated with a hardening agent. The tube of resin identified as "HBP'• contains in unsaturated polyester resin. The tube of resin identified as "HEA" contains a vinylester resin. Installation: The anchor is installed Into a predrilled hole In concrete that has beentkancd. using either a brash and a stream of water, or a brush and compressed au The hole diameter is slightly larger than the tuba of resin. • The depth of the • olc should be sufficient to allow the tube of rosin to be . ' . inserted Qtlsh with the surface of the concrete, The HAS or dowel is then • inserted into an adapter which is attached to a rotary hammer by meansof a connecting shah. The beveled end is placed on top of the tube of resin and the combination of the rotation and the hammering action pulverizes and mixes the Contents of the tube of resin. After the stud is driven to the bottom of the hole. the drill should be immediately stopped, See Figure No, 2 for additional installation details. The chuck may be released and the rotary hammer disengaged. Care should be taken to ensure that the anchor bond is not disturbed for an Initial • :, cure period of ten minutes. The resin must be allowed to curs. before applying a load, at the temperature and for the time periods nosed in Tables Nos. I•A and I -B. The resin and the quartz sand combine to form an adhesive mixture.which bonds the reed to the well of the hole. The HAS rod . must be embedded up to the minimum embedment ring, which is marked on • the rod, • Dimensions and installation criteria arc noted in Table No. U. Finding No. 7 indicates that adhesive anchors cannot be used to resist pullout forces in overhead and wail installations. This restriction is 'metes- - airy solely because the adhesive used with anchors Is temperature sensitive. TABLE NO, I•A iBPTUBE nECO wtlrm[n HLllneluMC T1Y! f01c 1N! MAN I0EPfHDV4T Dal atuwGf InarIRATU Above 68'F WE to 6131, 32"7. to MI. Below 32•F. 10 min. 20 min. • 1 hr. Shr. Evaluation reports of ICBO Evaluation Sor+ke, inc., are issued solely to provide information to Class .4 numbers of IC80, utilizing the code upon whkh the report Is based. Evaluation reports are riot so k construed or representing taessIteties or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject leper), This report le based upon independent tests °rather technical data submitted by the appUeani. The ICB0 Evaluation Service, Inc., technical staff has rtvkwed the test results andlor other data, but does not possess test facUities to note an Independent verification. There is no warranty by ICBO Evaluation Service, Ire., express or implied, as 10 any "Finding" or other :natter in the report or as to any producs covered by the report. This disclaimer includes, but is not limited to, merchentabilaly. , s 1Qf 1 of 7 RECEIVED FROt'i .::.1.1.191 1 :•t 1E. F', This report is subject to re- examination In one year, Dunng a (are. failure could occur at approximately 1701. ; Anchor can be satisfactorily instilled in walls and ceilings. provided proper consrderat is given to fire conditions. The remaining installation details are un. changed. Allowable tension and shear values arc tabulated in Tables Nos, IIi through VIII. Allowable load values are influenced by the enstronnicnt in which the anchor is used. The allowable values Fret.., in Tables Nos ill through VIiI must be adjusted In accordance with Figures Nos. I and 3 w hen the anchor are installed in locations where toe concrete temperature ma, exceed 6S'F. identification: The anchors are identified in the field by latvis on the packaging indicating the manufacturer's name. product name end the an. char size. The HBP and HEA capsules are marked individual!) as to size and the threaded rod has an "H" stamped on top. 112, Estdetsee Submitted: Descriptive data, results of tension and shear tuts and results of dynamic tests. Findings IV, Findings: That the HVA Adhesive Concrete Anchors described in this report comply with the 1985 Uniform Building Code, subject to the following rnnditien.it 1. Allowable shear and tension Toad do not exceed the values set forth In' Tables Noa. 111 through VIII, 2. The anchor sizes. utinlmum entbednseni depths, minimum spec. Ing, edge and end distances conform to Table No. 11. 3. Allowable loads for anchors subjected to combined shear and tension forms are determined by the ratio of the actual shear to the allowable shear plus the ratio of the actual tension to the allowable tension not exceeding 1.00. 4. Calculations and details ahowing that the anchors comply with this report and that the concrete slab or footing is capable of resisting the applied toads must be submitted to the local build. Ing official for approval. 5. Special bupection in accordance with Se :loo 306 tat 12 of the code must be provided for all anchor installations. 6. Tae avatars catwot be used to support Ctre•resisttve construe• lion. 7. The anchors Cannot be used to resist pullout forces in overhead and wa11 LtlstallaUoas, uoless proper consideration Is given to flan conditions. Report No. 4016 December, 1988 05.14 Page 2 Ot 7 15:16 '8` RECEIVE(' fF'GrI 00 80 100 120 140 160 180 200 220 240 260 H I LT I TEMPERATURE ('F4 FIGURE NO. 1 CONCRETE TEMPERATURE SENSmVITY LOAD FACTOR FOR MEP ANCHORS TABLE NO. 1.13 HE.ATUBE RLCOYMCNQCO$ARDININ ME O TI MO* THE PRA RESIN IOI1 DCHTO4IAustext Abuve 68'F. 50'F. to 68'F. 32'F to 50'F Below 32'I'. 14. 1991 20 min. 30 min. 1 ht. 5 hr. 16 002 rieporc rrv. -.v t Ia F' . BD bit diameter (inches) HD • E min. depth of embedmem • capsule length thickness fastened tinchdl ' ' L, anchrr length (inches) � Tensile Suss Arca (10) . mu. tightening aBMT minimum basemau:ria) thickness (inches) . TABLE NO.11 HW SPECIFICATIONS AND INSTALLATION DETAILS *Btu Insulin: Concrete with s minimum nominal compressive orength as pored in tail Noon. AS • sawing to obtain mu. load AS„. • shams' dtfsance between Inchon when both archon Influence the fat us load in undnn a shear. ED • distance from edge to obtain mu, Wad HILTI a003 tT1e nomrMl hole chanties it equivalent to the normal Hthi carbide tip drill bit diameter. :Examples HVA Sr anchors spaced 3r inches span Horded in cetgipn w fegwred 44046 *NV design load mine aggsepte commit I. AS .1.0E • l.(• s Inch* - 5 inches minimum required .paemg end corresponding load parrot AS..,. • 0.5E • .S x S Whet • 2.5 Inches which connecaxif to a load tadoe fAS • .7 x 2900 • 2730lbs. lnterpotattng t ineher- 39001Ds.1 2 2.5 thence- 273Olba. 1 ra The application of load Tames n cumulative Ewispte: Load lacier lot Anchor No. I: / . /ED x /ED, x JAS, x /AS x 1AS PECE 1 FPgP1 Report No. 401( ED. ■ show distance Irons edge wMcn there is an influence on the fatlurt lost teettian Of shear /AS • load law of safe Mat)ni lend la faihaa fED • Ioad) *inswing JD . and AS," E • recommended ado. depth of embedment, ..14.1:?1 t:tl i g ErOeDY E1. f OEFll1 ta+ MIMEO OM B O N O STnEsG?$s NAM ON STEM, SITEMGTIma I e • 2000 I, • X00 1 e • 1000 _ r' t • 11110 •707 ISAE 1011► 4243 16AE 41401 .. ____ 33 3oe 3'.: 1,130 1.235 1.825 2.130 5' 7 - - 1.745 3.475 2,640 3,475 3.015 3.78(1 1.550 3,410 1,240 4' , 3.OhS 2.580 2.970 .3.580 ' : 6'•. 8 - - 3,620 5.615 4.215 5.615 4.1570 6.315 2.840 6.24 2.270 $ 2,865 3,915 4,1:0 5,030 '. 7': IO --- - 5.495 7,755 5.790 7,755 6.710 8.850 4.520 9,945 3,615 6'. +.335 5.270 5.270 6.480 'a 10 - 7,370 7,370 8.575 6.680 14,695 5,345 13'. - 9.900 9.900 11.390 6'. 4.3 6.63$ 7.510 8.570 �� 10 - 9.960 10.680 1 1,370 4 .240 20.330 7.390 13' a - 14.383 (4,545 15.795 8t :a 6.775 8,000 9.750 10,660. ---- 1 12`. -- 12.555 13.990 14,170 . 12,120 26.665 • 9,695 I6'. - 18.870 19.195 20.200 , 1 12 -- 14.120 15,575 18.345 19,580 42.635 15.505 08.'1.1!91 15:17 2i TABLE NO.111-- ALLOWS HLE TENSILE LOADS IN STONE AGGREGATE CONCRETE fOR THREADED RODS WITH HBP RESIN' a a a l t f • ' (Pounds) 'The ululncd tend! "aloes ate for ancnoci tnslalied in stone eggltPate coneme has in the minimum designated ultimate competitive strength at time of instillation. :Tht anehur a tpenenea $ reduci ton In iemile capacity w Oh imitated concrete temperature. The load (ants awed In Figure No. 1 Must be applied to the values retell in the above u bie w then qe archon tee installed in locations where the matte temperature ma$ e*eeed 68 'F. • 'iheaik , itic nsivn capaciiir. those. nreflect use slither thort .tenntmit ethics obtained reduced h' LApeteeneioacctwnt term% wad• tart• tntcapabilitiescharac7 msneofadhas e • anchctl, therefore, the allossae• slues noted above do na base to be reduced for lonp•lcrttt heading conditions. 'The alsoriNe load vatuei mad be increased 33 Percent foe duration of loadins loch at seismic or wind. 'Spacing of the anchors shall be in 'civilian= wish the rtcuiternenta noted in Table No. H. 'Special Inspection In accordance r ith Section 306 t al 13 of t e code must be provided (or all anchor tnsuilai,ons. 'Alloaable lend should te !astern( tund or steel ttrentitti, Steel itiencfh is in aCContaiICt %VII Table No. 37•A of the Uniform Buildinit Code enetTeme 27.10.1) of ire Uniform Buildusr "cde Standards. RECEIUF.(' FR'it•i TABLE NO. IV- ALLOWABLE SHEAR LOADS IN STONE AGGREGATE CONCRETE FOR THREADED RODS WITH HBP RESIN' a a 4 a (Pounds) D 541447 11 , .� s," tr, 'in ► MINIM%aa e Onchso E I M 3 4 5 Nh Eire ' 81 /a 13 HILTI IS 4307 7 1.000 1.945 2.810 3.925 5.770 6,800 9.690" STEEL. $TR ts1QTM Id10YyY r' • 4000 eel - -- A 3254 Mkt AS On SS 3044 1,705 3.120 4.970 7,350 10.165 13,5550 21.520• 775 1.420 2.260 3.540 4.620 6,060 9,690 1The ululated shear valves art for anchors tnmall.J to aloha ap(rattle con:trie has int the minimum dcsIpnatet uhsmate comfmsive strength at time of inualtatwn. :The ivy, nor aspenences a reduction in thew mitten) is III" increased concrete temperature. The toed (a.tue% mead in Figure Su. I mum be applied to the calves noted in the above tahk when the anchor. we tnstalkd in ka atiwn.,here the csaw'ene temper:4We mai r scceJ baT, 'The an.. » ague Ior l v 1154$ he men/.eti 33 Fervent tug duratiut t'f ivaelinF, sum as seisms sit wtnJ. •Spoon1 ul she ernvlaan shall be In accordance •out use nyvsiemens% need in Table No, II. 'Specter ins cedar In acct with Seertun 3/61111 12 of 1ft sate rvus he phov.Jetl kw all anuhw In+ullutkms. 4AIh, c tote %stun gavot uo s eeI .Iren8eh In w,vunitn e w ith Tonic Ntt. 27.4 sit the sink and Tahte $s'. 27.111.E ul Ittu L'.B,C. Sonar!•• 'Alkovaok raluh heed on bond Wresgtt. ei 'rpo a. Mal. •yltmmuns c ns,ttte ■atcnt:th kw 1 1 14 A 3:5 n f� 1.11.1.1 n epvri no. 4016 9 . 14. 1.91 17..1 17 F. 4 • Asecsmie OESA.MM1ON MtNtrethe E COEOweist (Inet+►el r e• a940 eu Tarieaana Sr»er I, . )'•: 12111 I IN an Diameter on.) 4 a IMK!■ 144(1 P AP SIZE INST.wTIONDlTAl4i + o Gouty Kammer mot Mbe' Wino Too EMeEOeaE(IT DEPTH (In.) OONOSTStENGTH(toe.) STEEL STARN TNIPoa an Diameter on.) line cartridge • =Opal 1' • £ O wl f r • We RII OR. to 0P. No* 3 r /13 : M 1 0•�rr TE•S2'7Z TE.F'a Sa, 3 Rebzr Adaptor t 'rs 5 1.255. 2,345 1.355 2.345 1.730 2.345 3 2 . 00 ..F Ho. a O re A11:•r': Ti:•57J72 'F Rebar Adaptor ha. a 4'r 6' « 2,105 3,470 2,815 2,9.($ 3.140 3.845 4.000 4'I —. No. 5 "'ID hl l6•` « TE•7'I 'I TE'F Reba Adaptor NO, 5 — 5 7 3.000 5.015 3,980 5,015 4.5 5.440 6.;00 ),: No. 6 I M19.'' ) TE42)92 TE•F Rebu Adaptor NO. 6`•« 10 5.670 8.440 6,230 8.720 7,125 8,815 8,900 10„ No. 7 1 I I* M20.'..1 TE'72/92 TE'F Rebu Adaptor No. 7 6'`r• 10 6.470 9.190 7,030 9.845 7,875 11.155 12.000 I A.' No. 8 I l a M24• I TE -7Z9' TE'F Rebu Adaptor No. 8 Bea ) 2 l« 8,625 12,325 10,315 13,700 11.:00 14,390 15.800 I1t.' 08%14/91 15:18 'Z' Fag• 5017 RECEIt FFC'1 TABLE NO. V ALLOWABLE TENSION AND SHEAR VALUES IN LIGHTWEIGHT CONCRETE FOR THREADED RODS WITH HBP RESIN (pounds) iThe 'Ovulated ten'de and shear value% ere rive am'n.r. %moll y m (IphiMei fht dructurat .un.•te:c tu. iny the minimum ■vapn.tcJ uIWrule a•mprn.r.eMehra, am lime Hi inuallautxt The anchr et(erieneet a tedutmtm on %castle anJ.huur apace%% wan IA.rc+••J violent tempor.mo , fly Itt+J I+cu•n mecJ m Forum so I (not he applied 10 the value % noted in the shine Carle A hen the + n. hors ar: m .1414Aml..allnn. here ins amnienl temperalures n' ' e 6!t'F. tr ;11th a ?IO len.IIM cap:miles %hewn reflect the hiEher..Ami•i.lerm led %alwes t reJueeJ hit M1 rl enl I u%e.Vnt lug IN long lerm Iuad• Carr) ink eapahiigtesehanetens lietderne.i% aan.• Mv., lneroht re, INallu r +hle.alue%nowt/ anti%ed..n.ahr.c to he reduced foe Ionp•lerm kudtnp condition% 'The allnuahle Intl ,duet ma) he increreJ 3. : Fervent h'r duration al h..J.nc, welt a. ei.mt. or *Ind 'Spactnp of the ancl.oes shall he to aecurdanee nun the requirvm.•m% meet in Table Mi. II •SpecluI inapo:tion in accordaice with Seeutxt uri 131 I: 1 Inc ei•e must h pn..IJed hr all aneh.+ in.ull +u,.ri• TABLE NO. VI ALLOWABLE TENSILE BTRENQTH VALUES IN STONE AGGREGATE CONCRETE FOR STEEL REINFORCEMENT DOWELS WITH HSP RESIN' 814 S••• r abut lid bond strength velar' at (at do* eh installed in atone testate concrete Ravin( Mc minimum deu1ntted ultimate eumprc,si.e strength t f , h it lime sit tnsiatimi,•n =flit HBP Adhesive eapetiences s re4ilettern in bond strength capacity with (;creased concrete temperature. The load fee S01% noted in Figure Si. 1 mutt be applied to the v aloes noted In IT title when the dowels ere imtiJled in locations where the cvnetete tentperlwte ma) caned 61'F The allocable bond saentth =pacifica shown refleei the hither Shon.Ierm lea values obtained reduced b) 2,5 peretnl to uhwnl for the lunp•lerm load- cut)Inp c3p3141tue+ eharaeu edheove anchors. therefore. ate allowable values noted above do not Mee to be reduced (or Iatg•lerm !Outing condition. The allowabk bond strength ma) be increase4 33 lf 33 In permit for duration of loedtnt, welt as seismic or wind. •Sp.cutg of the dw ell and ditunct fmm ed$e mall he in acvo dance with the requirements noted in Tebte rid. 11. +The dowels cowrie be used to milt; tension foteev in overhead oe Will inualletkttn links purer consideration is p is en Its Ore cotxlitiun, 3111.11114 dew el value. (ur (h i% Ii JJi ct•nJua are to cleated temperature eondilio u$• 'Allowable load should be the law of brad a rebar strength. 'Steel strength bued tin Uniform Building Code 1198,1. Sec. 26:6 idl, 'Special inspection in accordance with Section ;05141 12 of the code muse be peus sant fix all an,mrty( installattw.. ='See Nun Nn. 2 for additional installation d tz1IS. . 14, 1991 1311E F. S Report No, 44 08 1tgl 0'7 15:19 '2 I 6nut1M NM/ 10 the rpulrld I olptn IMPORTANT C1aa• ous dun and ErmfrIPS. palarabry us.•0 a pt of .i tar Or Corn. 0 AO IMO a p.ra OIV►n (TM damp 14011 OtYN Ml 1Mu0nC6 IM n01o.hg value FE' :EIt/EC FF'U11 F}OU.aE NO. 2-- INSTALLA ION D ETA/ LS FOR 711E REINFORCEMENT DOWELS 40 20- 2 ikon !mama a revst loo Into OnN Own Sw.lCh 011 to NmIv 0.11‘ a '.aWn m00a 5 1111114 1ppOpnala Man**. MEP sdMiivl Asnh000s1 'mu prr41111s4 I10w 11■ DON matMri HIL11 Ara I/nun40 foe 11110 1014w and 01104 100141 OMta O.amRK '1041 EM of MOW Dom 016 Imo bans 01a1041 moat lip a 14 a 0r MAN Doom Ito a1 6. Peer Oval 1701141,0 grad 01 N011cot too 01 HIP ear. triOQW t110 111Re110 % dtlN Otte moat Id baton a We FIGURE NO.3 CONCRETE TEMPERATURE SENSITIVITY LOAD FACTOR FOR HEA ANCHORS TEMPERATURE I'F.) 1.1. 1991 I:.7 19 Sal y1II 01o16 Guilt or man Moat to OMarfTano O011001 011404 7 Ones W411011 of/bongo IN O9flOm 01 to. now IM 0h11 trltWlo M tw71CMt7 OM To t*$UI NOV Wong 1001 rat/Wit/wood 10ea.11Q 141.1 and Mlfrar#0 %001 k0m (.011 Cara pn01JR1 bo taaan oat to Or*u10 tM . whin notTwenlj tM rt06r 1091 0 50 61 10 104 123 140 151 170 1114 212 230 441 240 214 IQ 06 tie port rm. 4U1 F' . •. A4Ctia0t1 OtAletTT.R born..! -�........, (.M ecwE1rt Of ITN (nerve) 3 5ita 7 - BASED 04100110 s ril fNaTV AND - P40AND - P401 MOO STEEL S1 REhGrihi _. 3444751 CONCRETE 1.1485 2,82$ 3.76$ _ 30001SI CONCREn 2,075 3,113 ,1 2.1410 4.210 5.61 4000 PSI CONCRETE 2.270 3.405 4.535 .1,120 4.673 _ 6.:35 110P5ry CO.$CRET! 2.655 3.985 5,310 3;740 5,605 ' 7,475 HAS STD. (50!10(4) PIAS SUPCR (SAC 41 PIAS SS (30.45St A.107 1.550 2.840 4.32S 3,4 1(1 6,245 " 1,246 " 2,2711 '•. - 1 /: ,.. 4.. 6' • 8 .. 2.5181 3,745 J,tKI{ - 4 t 5 7 : 10 3,860 5.790 7.725 4,305 6. 8.615 4,755 7,130 9,Sn5 5,615 8,465 11.285 4.520 4,445 3.615 ' , 6'a 10 1 +'. 5,395 8.095 10.74 6.100 9.150 1 '. ?0t 6.410 10.210 11.615 8.' -20 12,530 16 415 6.680 14.645 - 5.145 +.� 6'. 10 11' 6.350 9.525 12.695 7.180 10.770 14,360 8.01$ 12.020 16.025 9.680 14.520 19,355 9.240 20.330 7.344 1 III 8 a 12'ie 16 11 18 9,040 13.560 18.080 10,280 15.420 20.560 11.520 17,275 23,035 13.995 20.995 27.995 12.120 26.665 " �" 9,695 19.230 27,525 21,770 19,860 24,315 29,405 3 .190 36,855 19,380 42,635 15.505 afe4a EMB sfZE CIPTH IneM* BASED Oh 00140 trIAL4GTH3 - STlELETAEJCIThs 7V00 PSI 3A00 PSI 4000 W "-- 5000 PSI °RADII 40 OR/1D4 1.0 i - 3 1,580 1.790 1.995 2,405 No.3 5 2.370 2.680 2.990 3.610 2.200 2,640 7 3.160 3.575 3.985 4.810 -' 4 2.420 2,145 3,070 3,715 No, 4 6 3.630 4,115 4,600 5,570 4,000 4,800 843 4.840 5.490 6.135 7,430 . 5 3,750 4.230 4,710 5,665 No. 5 743 5,625 6,345 7,060 8,495 6.200 7,440 10 7,500 8 455 9,415 11.330 6 51.55 6.065 6.870 8.485 No.6 10 7,885 9.095 10,305 (2.725 8,800 10.560 131 /a _ 10.510 12.125 _ 1 13.740 16,965 6 5,915 6,820 7,730 9,545 No. 7 10 8,870 10.230 11.590 14,315 12.000 14.403 1314 11,825 13.640 15.455 19,085 8 8,910 10.125 11.340 f 13,770 8 12'11 13,365 15.190 17,010 20.655 15.800 18.980 _No. 16 17.820 20.250 22.680 21,540 N... 4 814 12 12,055 18.080 13 20.560 15,360 23.035 18 27.995 20.000 24,000 1164. Ill 12 18 15,835 19 795 17.980 22.515 20.125 25.235 24,410 s 680 4 � �1 • 418: 1 4 ;I: Page 7 of 7 ti 01 7 • • .,. I-.,• 4 ,:... •• 'S TABLE NO. VII- ALLOWABLE TENSILE LOADS IN STONE AGGREGATE CONCRETE FOR THREADED RODS WTTH HEA RESIN' t a t t 7 (Pounds) . (The utwtated tensile values are for sock" msulled to stone titmice concrete haunp the mtntmvm tksggnated ultimate commune 'mirth It one of'total:460n =The HEti adhesise tspenences 4 reduction in tenale eapacit5 Mlth incrtsred concrete tempereture, The load lectors noted to Figure So. 3 must be applied in the relies notch in the abo. r • then the utehors are uutaJltd In locations where (he concrete tempennut mu) a teed 6b'E 'Anchor AJioweble (cant Are $nt'sirted ti the tensile strenEth of the sleet. ' he allowable lard values may 6e ineresud 33 '11 percent for dunuon of loading. such a. seismic a wood. 3Spacmt of the anchors shall be In aeeentarue'i the requiremems noted ti Ta0lc No. II. •Speet*J inspection In xemdance +►'4th Section 306 is 13o/the rode must he pro. o.kJ for all anchor insullauons, 'Allocable load should be tot lesser of blond of creel strentith. TABLE NO. VIII - ALLOWABLE TENSILE STRENGTH VALUES IN STONE AGGREGATE CONCRETE FOR REINFORCEMENT DOWELS WITH HEA RESIN' 3 (Pounds) 17h: tarwlatcd N uci.) u' nFth vslvc. ire, jtr tklwet% m.4411e4 in Nune alitrlrte a+rt.'teic 114v1np the minimum d n/natal ultimate to wnprr•.ire atren)nh 1 r,1 4Ittine ai in'vlt.tn,n FThe.111 .4hc.tw wri.•r.a rvtJuakm in bt.taJ wen8th txpaity whhnrctescd COnctetc temper .wt. knai(a.vie►rnKe.lin Figure N.1.3 mum pc applicant (he vaIiw room) in it, {;thh; w hen the .1 .rt .n.uJlt'd In M cati.M% where the euncretc temper.itUre ttuy elteed 011 t1hc a141.■htt t■wil tttcnpth m.3 !i Itxh.a.•e.'tl 33 p•nenl for Jura;uw. of towing, .tech a• *ci•m...w vial •�(.w ..I th J.,ws 1. .:J Jluar.ttr (two til1:C .hall he In leconlCNX anh tha: rcqulh mesh 11444! In Tank N,. I). 4 044 ,wahk 6 4J .nt..W t. the 104:114 h■wJ.e r,nar .trenl;th. '• \owl dren4lh h.val.a I Intl.rm ItuiWtnp Cuk (19451, Jw. 262h441 ,n.1i;.t•0,tn... rJa... r. t, hkx1. wt Uri t4412.. 4it.. t' t. knw' h.' fm ..k1.:4l.r lkx I ,ed.. !.,. 21.$ .. 1.'140641 u1441t4twn FECEII'E(• rF011 F', 7' THE ALTERNATING TREAD STAIR THE OPTIMUM COMBINATION OF SAFETY, COMFORT, AND SPACE-SAVINGS THE LOGICAL ALTERNATIVE TO LADDERS, SHIP'S LADDERS, AND SPIRALS DIMENSIONAL/ TECHNICAL DATA: 56° STEEL 68° STEEL 68° ALUMINUM 56° WOOD Minimum Height, Floor to Floor 36" 42" 24" 24" Maximum Height, Floor to Floor "" . .240" 240" 216" 150" Overall Heighl,(Std. Handrails) H + 42" H + 42" H + 42" H + 41)," Overall Height, (Opt'l Handrails) . _� H +535 ". H + 53:" H + 3W:" N/A Run (within +/— 1 inch) . 0.675(H- 6.42) +.0.5 0.404(H•7.517) + 9.5 0.404(H- 7.175) + 9.5 0.875(H -11.9) + 11.2 Recommended Minimum Floor Opening, Width 'r`'i', " ' 32 ": . 32" 35" 38%" Recommended Minimum Floor Opening, Length (64 +, F.T.) (44 + 7 S F.T.) (44 + % F.T.) (64 +, RT.) Minimum Riser Height 8.417" 7.517" 7.175" 6.125" Maximum Riser Height 7.700" 9.020" 9.566" 8.166" Approximate Net Weight 1.428(H) + 32 lbs. (H <120') 1.332(H) + 21 lbs. (H <144 ") 0.690(H) + 20 lbs, 1.609(H) + 5 lbs. 1.688(H) + 34 lbs. (H> =120 ") 1.488(H) + 31 lbs. (H>=144") F.T. =floor thickness In inches The above formulas are for estimating purposes "To reduce ....bra: inn s alit LI, Excess of 15' H =holght from upper Iinished tloo to lower and are subject to change without notice, For may regu•re custerm" qupphed sway bracing finished floor In inches more complete data, call for a complimentary "For vertical ',•: • mt% 1 •",; I•;,; of 15• Lapeyre dimensional print. Stair' 'e')'(,' : ,, nl.•rn n,rlcrte pl:fllrlrm with two Slays G: P n,t,clltl 1 t PI.. 1... .IU 1.1 I/ 1 411. LULL S6 1E01 C ! • C 13 A RIMER ENLARGED VIEW AA ar.Iwul ...■LA 417IULaL WM • u111•l nu,uMlu M r1Mrt1 tld[aulncu wTr 11GUU[11 aw flan. naa rea"111 att111301 11•5 StATN" .•A rlt'. •ltt"a 68° ALUMINUM u• to 1\ I I." rend t$1AlGw SW?IP 11111111 11111111 — VIEW 00 ST MN 1 xnclrt 11[16111 56 WOOD PUY rum 1 I/4 1/I r•MKT 01710011. •lnIrxTtd TUMO Irt }/11 SLOT 1 /1111.10W /UITION A•A PROJECTED IREIG 05515 LAP BuyLine 4094 LEI ,IN ENLARGE p pE MIL II ISo.0 "1.'I 0111 1I 7 • ESTIMATED WEIGHTS OF SELECTED LAPEYRE STAIRS *ALUMINUM STAIRS SHIP CLASS 300* *STEEL & WOOD STAIRS SHIP CLASS 55* WEIGIiT IN POUNDS * ======== H= * DEGREE �* r 68 DEGREE * 68 DEGREE * 56 DEGREE * * * STEEL * STEEL * ALUMINUM * WOOD * * * * HEIGHT HEIGHT * NET SHIP * NET SHIP * NET SHIP * NET SHIP * * (INCHES) (FEET) * WT. WT. * WT. WT. * WT. WT. * WT. WT. * M wr ^' == r 24 2.0 * N/A N/A * N/A N/A * 37 64 * 44 60 * * 30 2.5 * N/A N/A * N/A N/A * 41 69 * 53 72 * * 36 3.0 * 83 110 * N/A N/A * 45 73 * 63 85 * * 42 3.5 * 92 120 * 77 105 * 49 78 * 73 97 * * * 48 4.0 * 101 129 * 85 114 * 54 83 * 82 110 * 54 4.5 * 109 138 * 93 122 * 58 87 * 92 122 * * 60 5.0 * 118 147 * `101 131 * 62 92 * 102 134 * * 66 5.5 * 126 157 * 109 139 * 66 97 * 111 .L47 * 72 6.0 * 135 166 * 117 148 * 70 101 * 121 159 * * 78 6.5 * 143 175 * 125 .156 * 74 106 * 131 172 * * 84 7.0 * 152 184 * 133 165 * 78 111 * 140 184 * * 90 7.5 * 161 193 * 141 173 * 83 115 * 150 197 * * 96 8.0 * 169 202 * 149 182 * 87 120 * 160 209 * * 102 8.5 * 178 211 * 157 190 * 91 125 * 169 222 * * 108 9.0 * 186 220 * 165 199 * 95 129 * 179 234 * * 114 9.5 * 195 229 * 173 207 * 99 134 * 188 246 * * 120 10.0 * 237 272 * 181 216 * 103 139 * 198 259 * * 126 10.5 * 247 282 * 189 224 * 107 143 * 208 271 * * 132 11.0 * 257 293 *. 197 233 * 112 148 * 217 284 * * 138 11.5 * 267 303 * 205 242 * 116 153 * 227 296 * * 144 12.0 * 277 314 * 245 278 * 120 157 * 237 309 * * 150 12.5 * 287 325 * 254 287 * 124 162 * 246 321 * * 156 13.0 * 297 335 * 263 296 * 128 167 * N/A N/A * * 162 13.5 * 308 346 * 272 305 * 132 171 * N/A N/A * * 168 14.0 * 318 357 * 281 315 * 136 176 * N/A N/A * * 174 14.5 * 328 367 * 290 324 * 141 180 * N/A N/A * * 180 15.0 * 338 378 * 299 333 * 145 185 * N/A N/A * * 186 15.5 * 348 389 * 308 343 * 149 190 * N/A N/A * * 192 16.0 * 358 399 * 317 352 * 153 194 * N/A N/A * * 198 16.5 * 368 410 * 326 361 * 157 199 * N/A N/A * * 204 17.0 * 378 420 * 335 370 * 161 204 * N/A N/A * * 210 17.5 * 389 431 * 344 380 * 165 208 * N/A N/A * * 216 18, Q_* 399 442 * 352 ` 389 * 69 j 213 * N/A N/A * * 22,2 18.5 * 409 452 * 361 398 * ` N/A * N/A N/A * * 228 19,x• -* 419 463 * tED 407 * N/A N/A * N/A N/A * * 234 19.5 * 429 474 * 379 417 * N/A N/A * N/A N/A * * 240 20.0 * 439 484 * 388 426 * N/A N/A * N/A N/A * (REVISED 7/12/88) • ,'SOME OF THE MAJOR CORPORATIONS SAVING SPACE SAFELY WITH THE ALTERNATING TREAD STAIR: Eastman Kodak General Electric Hewlett Packard IBM Department of Defense NASA US Postal Service Adolph Coors Beatrice Hunt Wesson Campbell Soup Coca -Cola Bottling Del Monte Frito -Lay General Mills Geo A Hormel Holly Farms Poultry r:,rdll l - ooU:. M&M Mars 8 Miller Brewing Nabisco Brandt Nutn•Swee1 Perdue Pillsbury Ouaker Oars Corning Glass Works Owens Illinois PPG Industries C>t'O rgia- Paci tic 1;,l berl, -Clark Mead Paper Philip MorriS :Scott Paper Union Camp ALCOA 4: :i ✓: 41' al, Arnerican Cyanamid (:hr!•:rorr Chemical Dos.: Chernical (_ 1 Dupont E Mobil Chemical Monsanto Shell Oil Union Carbide Borg Warner Bristol Myers LI. 1 Itl• Proctor 8 Gamble Uplohn Warner-Lambert BASF Wyandotte SAMPLE SPECIFICATIONS TO USE WHEN SPECIFYING THE LAPEYRE STAIR': WOOD ALTERNATING TREAD STAIRS: Stairs shall be alternating tread type at 56 degrees from horizontal as manufactured by Lapeyre Stair' 220 Laitram Lane Harahan LA 70123 (800)535-7631. or approved equal Dimensional prints shall be submitted for approval prior 10 fabrication Starr unit'. , ;ball be factory manufachirerd and de ivi!rerf to thi the only assembly reputed IS attaching balusters In •,lr,ngc.f {,rr:drrlled holes arid drilluti; • in the rnounlrici ; I.1 installation The stringer:; shall t)0 dovetailed grr)n 'r..• be permanently gluua into b it . + lie tread; 511811 Ui: ,,,U ,: Cy the lull tread thiCknest and ni :. , the !noon :1 ' 'the Jovelail Handrails 5hali r,t• . cured 16 balusters which are glued then pinned with wont) doviei• in? l i t e ,'. H Michelin Tire ier I'fa(lUriill5 arlcl Udluslt:r .i:,5r,rnt: iy shall uo attached U, Icy bugle-bead screws Into prednned holes and covered with oak plugs Upne( and lov:pr mounting plates of oak will he in sc'r1('rf ell: • routed grooves by in nutact:,rer All risers shalt hr.. rr : ;,:,i , ' I..:0010 within 3 16' a(11:1i ere! ' isers and to within •I• t• rlun ri5ars on it stair , Natural knish lignli, , ,;rid•:,: ALUMINUM ALTERNATING TREAD STAIRS: .:rl Shall be alternating lr(!3d t:1i!' at 66 oedr('(!S from '1 ,t rnanulactured by Lapeyr :,lair' 2,4) Latham Lane I+ara•t,in 1. A '3123 (800) 535.7631 or a: ;irnve:t equal Dimenslon,ri tinall be submitted for appr0':al 0' 10 labricatiOn Stair i:r'n: • :,0;111 be factory manufactured and delivered 10 the site so hi,l! 160 only assembly required is gtoing the rubber strip in 1!+r• ,_eniral stringer Cast alunnn 'o• 1 1-, 'eel :,halt he shielded iiietai ,r. ,-. , )11(1 :) single • Ir .. bo... - like stringer The tread :,)stirs ;•,; shall have integrati , ,,t'•I Handrail support arms which are precision machined anti w.rlur -u to continuous aluminum handrails Perlrlst'tan surtaxes shaii List .with 5r.i11 resistant sun tai , .11):::UI bl1 <illt ;1 Upiilrn,•:; integrally cast skid barriers • I Hsi -r'- stall b0 equally 5031:x'0 within 3 for adjacent tai•rs and 10 wluun '4 for any I::., non- adlaCent risers on a stair The handrails shall be contouren for body guidance and unde'rarmsuo0ort and shall have inclined hand side port oils tar fret; sliding of the hands unimpeded by £4POVfE SL4JR THE ALTERNATING TREAD STAIR I.pe"re Stair" manufactures stair products under one or more o1 the follotAing patents: l'S 4.199.040 .\ 4.316.524 & 4,328,8811 .0 1,6 4.5119.61 & 4.535.871 8 4,h 2'.21N1, Great Britain 2.1134.97 Canada 1.1197.878•' \ustr alia 529.18(1. Other IS & inreia;n patents applied tor. Lapeyre Stair products are made in the 1 .5. A. l'op■right 1 Lapeyre Stair" 1697 1.5 I Ifl5 I IN 1 111' (,ti. • Uritrr) WhP,Irnn I'i,lSlic (jet 6 3 l.tv.cu Charn{nun 1 ,iboratorres Chrysler Ford Mi)tur General Dynamics General Motors Hughes Aircraft New Orleans Int l Mrporl Alabama 1':.1./1' AT8 1 ir.r hntl Louisiana Power 8 Light Omaha 1' Power Philadelphia Gas Works Virginia n'awhr Te +<is AMA • the handrail supports A cast aluminum foot divider shall 1).:. u) integral part 01 the landing and shall forma support Inr a r bumper Sin{: :,1 +'. r ,halt be t >rovided Ipr Ir0111 ili-rin I• central 5lrinut-r i... 'I ., - n , . 0 ntirir) •••••1 .. .. ;,•r Alorr.nurrl Alloy ',. .) , •e ,: „rminurn i. •, ... STEEL ALTERNATING TREAD STAIRS. horizontal as "idn,tt,ir.tureu by Lapevre Stair' : ;' La.' an Lao,: Harahan L A ', 1100 35.7531 or,apt)nave : ,..,...: , 5 prints ,nar:,e submitted for aocr,vdl bt t , t,t::r -,1:'• •r Stair 1101!. ;hall 1!r• tar: tor; tnanufaCturec) •to■l •- •t...••r'••' ' • ,111(1 c) 11 - !' uhder `trip 10 the Central stringer Landings treads and mounting feel shall be stamped and 1orrned 1r:,n ; piece material Str:)cl- tOrnurag 01 welded remnants snail not be 0t'rrni1!,•,) z, ;•:c t .• carts snail 03:r• , n l r g r . t l l , formed ngI(iiz r1;; 1 : 0 ' ) , ntr; welded ' .. "P'I r, n' i,:• material T 1...ti. tlli.t,,1 ,.''li ',, :'n(:i mtr.ilr)um o1 c'l301; 0.):• .. - Irian SudBC(• `.f :11: 1)H 1rlrl(.hed through pritl'• ,:I' -. , :•t,r•n:nq!; AI. `•i • - :h ;ill h+l eCually S1aci,d ±c, :, irr, ' ,e1:ai :0111 li,(ei•, ;111 :1 I1i tbl any tV :p I dill ft • �r r ••••. r a Sla H;ir;!'du Snail 0e, ;ontoured IOr t),.e;. e;un:::i•; e , i,ndi>rarn r and shdli be attached to lit -, :il ;ir1'- • ' and landings 0. bolting 100 landing shall be reinior :11•.2 steel angle notched and punched and factory welded 1 ' landing al thi2 1)01)1()1 of a handrail attachment A Ini)!drU tut' 1 i .1..,, 1 , i, .r; . . c ' . .i•:1 I” : ( . , rural h.,rt:. , .. T• ,'U1100 f,ia' {,. 1 .Ir•11 , `.,ill br {)ri_tvitlud too 1: - .) , .0''••1 '. cPnlral sir int ;r (dth_'n Sleet Slurs Treads landing:, slip;;, "•, a nd i,gnrl •.6,111 r,:. , n,Int;I 1: nl !Oln' tr. I 0:le', ' . , .,:iri:l ;)Tait•.. '•r. u:: i,1i(;;113., iUilayl:t)1 .ini1 hrrr.':!.t••. 7`,,11t, 1 tactut r•!I •• ii).) `-i5 Gray Proper Rusl0leun+ Rust -O Cr ytr, r YPliuw Patti RuStoleilrn biusl•O•Cryllc Ah? -44 •I ::,n I::,•,t ) CivItc- P57tit (pay prirnPr hasp Hot A - 11,1 A 1,'.4 tattle-•. `iti•el f 1alUr,U firh ,t' l.Al'l': 'RF STAIR' 2211 I. \I I R- \\1 LANE IIAR %11A\\ I • , III: .( I'.O. 13O\ 51161 \I: \! ()Rif; \ \' 1 \ "Ili;ll IN 1111 151•\\ \ (• \I.I ('(11,11'( 1 1;11.11 "11.6IN19 FAN 1;0l1'11.43'11 CARBON STEEL § .$ 1 i 1I 1) 1 1 STANDARD PARAPET ENLARGED SECTION A -A - 6 SLOT & HOLE 42 LAPEYRE STAIR; INC. P.O. BOX 50899 NEW ORLEANS, LA 70150 Toll Free in Continental U.S. except in LA (800) 535.7831 Phone (604) 733 - 8009 . • Telex: 882.1288 FAX: (604) 733 - 4393 TO REDUCE VIBRATION, STAIRS IN EXCESS OF 15' MAY REQUIRE CUSTOMER SUPPLIED SWAY BRACING. FOR VERTICAL HEIGHTS IN EXCESS OF 15', LAPEYRE STAIR RECOMMENDS AN INTERMEDIATE PLATFORM WITH TWO TIERS OF EQUAL HEIGHT. PROJECT D TREAD 6 -1932 TOP TREAD TO BE LEVEL WITH ROOF OR UPPER FLOOR SURFACE. F 1 (� OPTIONAL PARAPET F 8 -6/32 RISER B ENLARGED SECTION B-B I ATTENTION TOM WYLIE CUSTOMER BOEING COMPANY PO BOX 3707 SEATTLE, WA 98124 NO, OF 28 RISERS I B ez l — 23 4 P.OJINQUIRY NO tl f AUTHORIZED DISTRIBUTOR DATE 07/31/91 NET WEIGHT 370 SHIPPING WEIGHT 407 Dimensional Print 4531 -IS , LAPEYRE STAIR O MANUFACTURES PRODUCTS UNDER ONE OR MORE OF THE FOLLOWING PATENTS U.S. 4,199,040 & 4,316,524 & 4,328,880 & 4,673,011 & 4,509,617 & 4,535,871 6 4,627,200 GREAT BRITAIN 2,039,979 CANADA 1,097,1378 AUSTRAUA 529,100 OTHER U.S. & FOREIGN PATENTS APPUED FOR 216 HEIGHT I # 0.0. DATE 07/31/9i: :i•,;�,.. 169x... , NET WEIGHT SHIPPING WEIONT�'4 213 L i t3• +'.qrh ;' \ ; 20 STANDARD PARAPET 42 LAPEYRE STAIR" A DIVISION OF INTRALOX? INC. RO. BOX 50899 NEW ORLEANS, LA 70150 , Phone Toll Free In Continental U.S. except In LA (800) 535 -7831 Phone (504) 733 -8009 Telex: 8824288 g$0DYV I TREAD TOP TREAD TO BE LEVEL WITH :ROOF OR UPPER FLOOR SURFACE. i'. [ OPTIONAL PARAPET • 8 -5/i6 RISER Dimenslor I PrInt n 4. } SECTION A -A 20 " B NOTE - OFFSET HANDRAIL AND SIDERUNNERS NOT INCLUDF�D ON STAIRS LESS NAN 6I NO.OF 26 RISERS ALUMINUM TOM WYLIE ATTENTION BOEING COMPANY ✓P$�;�C . SEAT ILE, WA 98124 P.O./INQUIRY NO .,AUTHORIZED DISTRIBUTOR 818 —L8 JUL 12: I:ci FRChj La1 :pear. Stair TO ... NEWS ...NEWS...NEWS...NEWS...NEW:' 12065442854 F'.06 AUGUST 1988 UPDATE ON CODE STATUS OF ALTERNATING -TREAD STAIRS Lapeyre Stair has been working with many code writing bodies to encourage the addition of standards for alternating -tread stairs. Codes addressing or considering proposed changes addressing alternating -tread stairs include: FEDERAL OSHA: In October, 1981, Lapeyre Stair was provided with a letter. allowing the use of alternating -tread stairs in OSHA inspected facilities. Copies .of the letter are available from Lapeyre Stair. MICHIGAN OSHA: Changes addressing alternating -tread stairs have been submitted and are expected to be approved in the near future. Stairs installed in compliance with the proposed change should be approved by MIOSHA inspectors. 'A draft of the proposed MIOSHA codes is available from Lapeyre Stair." CALIFORNIA OSHA: Alternating -tread stairs have been written into California standards, Section 3234 (b) (4), effective April 1985 for use in limited usage /secondary access applications. COAST GUARD: A Coast Guard letter of September 1984 indicates Coast Guard acceptance of the alternating -tread stair, and the areas where alternating -tread stairs are authorized letter are available from Lapeyre Stair. BOCA NATIONAL BUILDING CODE: The 1987 edition of the BOCA National Building Code permits alternating -tread stairs with a minimum projected tread of 8.5" to be used to access any mezzanine of 250 square feet or less, occupied by no more than five people. In addition, alternating -tread stairs may be used in areas where a ladder is acceptable. (Sections 200, 816.11, 816.11.1, 816.11.2, 817.1, 817.1.1, 828.2.5) NORTH CAROLINA CODE In February 1987, the North Carolina Code Committee recommended approval of the use of alternating -tread stairs with a minimum projected tread depth of 8.5" in individual dwelling units if the stair is not a required exitway and as a stairway for an open 250 square foot mezzanine serving not more than 5 occupants. A copy of the proposed code is available upon request. SBCCI STANDARD BUILDING CODE: The 1988 edition of the SBCCI Standard Building Code permits alternating -tread stairs with a minimum projected tread of 8.5" to access 250 square foot mezzanines occupied by no more than five people in certain industrial and residential occupancies. They may also be used for access to and between staff locations in Institutional, Restrained occupancies. (Sections 202, 409.2.6.8, 1112.3.8, 1112.3.9) F :ECE 1 ""E0 FPOM 504 737. 4393 (over) 7 .7.1.1991 10:5' P. 6 JUL 31 - 199i 12:01 FF'Of4 Lapayr e Stair ICBO UNIFORM BUILDING CODE: In October 1987, the ICBO staff provided a letter stating alternating-tread stairs are permitted when used to access equipment (areas where ladders are permitted). Copies of this letter are available from Lapeyre Stair. NATIONAL FIRE PROTECTION AGENCY: The 1988 edition of the Life Safety Code, NFPA 101, permits alternating - tread stairs with a projected tread depth of 9" to be used where ladders are presently permitted as a means of egress in certain commercial /industrial occupancies. (Sections 5 -2.11, 24.2.2.1(h), 25- 2.2.1(j), 26- 2.2.1(h), 27.2.2.1 (j) , 28 --2.2 (i) , 29-2.2(i), 30-2.2(i)) TO 7 i2O 5442854 F'.OT For more information or copies of the codes mentioned, contact the Lapeyre Stair Sales Department TOLL FREE at 800 -535 -7631. In Louisiana, please call collect 504-733 -6009. .(Plea`se;note' that the above condensed code interpretations are not complete and "sliould'only used as a guide. The codes themselves ar.''nr 1oca1•code officials should be consulted to determine the requirements in your specific g area.) TOTAL P.0? P. baffle wall antenna wall definition TOP PIECE (TRUE VIEW) \ CUTOUT ," CUTOUT COORDINATES BE&C ENGINEERS P,O. Box 24346 Seattle, Washington 98124 -0346 Mail Stop: JOB NO E55a3 DATE I s? c )c -' 1 , SHEET Z I OF _,_ DOORWAY - BOLTED IN PLACE AFTER REFLECTOR FACE IS INSTALLATION 1. 7114- HSB -84 ATTACHMENT NO. D INFLECTION i POINT 21; — FLOOR LINE . P. F - wN-L.. . t C Coo PROJECT FIG. BY � -- ' �--� • CHECKED BY Vii. °5=11 4.4 Er. 1.1-4 V-i L SIDE VI . ec�.SEC) Pe.c)M. — o,E riNaels • BE&C ENGINEERS e.55o P.O. Box 24346 Seattle, Washington 98124.0346 Mall Stop: JOB NO. DATE ' ��T 8 `° SHEET ?'Z OF L-7114-14S8-84 ATTACHMENT NO. B • BE&C ENGINEERS P.O. Box 24346 Seattle, Washington 98124.0346 Mail Stop: JOB NO. CHECKED BY L DATE bti SHEET OF PSF wall elevation wall section lateral force lateral load vertical load on door jamb check column for open door condition weight of door check deflection brace design length of brace force in brace top member span beam baffle wall details lower chord framing plan of roof trusses section a lenght of sloping wall length of vertical at grid sloping length between grids sloping lenght between grids bar joist design steelwork roofing condition sloping condition bar joist vertical load analysis load at nose point moments section xx moments about 2 load analysis stress reverses lateral forces moments about 7 section y-y summary of loads tension bolted connection check deflection deflection under dry conditions truss on grid lane summary of loads from baffle wall to trusses ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * S T A A D- III * REVISION 10.2 (VERSION 10 LEVEL 2) * PROPRIETARY PROGRAM OF * RESEARCH ENGINEERS,INC. * DATE= SEP 4, 1991 * TIME 15:19: 8 * * ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** PERFORMING BANDWIDTH REDUCTION. ORIGINAL BANDWIDTH = 2 REDUCED BANDWIDTH = 2 PAGE NO. 1 1. STAAD PLANE 977BWCA1 FRAME 22.6'' 2. OUTPUT WIDTH 72 3. UNIT INCH POUN 4. JOINT COORDINATES 5. 1 .000 228.000 .000 �, 6. 2 128.000 228.000 .000 7. 3 .000 146.000 .000 8. 4 128.000 146.000 .000 9. 5 .000 73.000 .000 .. 10. 6 128.000 73.000 .000 11. 7 .000 .000 .000 12. 8 128.000 .000 .000 4; itp 13. MEMBER INCIDENCES Q �� 5 14. 1 1 2 7.77 -- Z, 15. 2 1 3 16. 3 2 3 17. 4 2 4 18. 5 3 5 19. 6 4 6 20. 7 5 7 21. 8 6 8 22. 9 3 4 23. MEMBER PROPERTIES 24. 1 PRISMATIC AX 4.50 IZ 25.40 (MC-C. x \5,3) . � # 447 25. 2 TO 9 TABLE ST TUBE DT 4.0 WT 4.0 TH 0.25 26. CONSTANTS 27. E 29000000. ALL 28. MEMBER TRUSS 29. 1 3 9 30. SUPPORT 31. 7 8 PINNED 32. LOADING 1 33. JOINT LOAD 34. 1 FX 500 � a- a- . 35. LOAD/NG 2 In JV • JOINT LOAD 37. 2 FX 500 2 239 38. PDELTA ANALYSIS ** PROCESSING MEMBER /ELEMENT INFORMATION. � p LoAD)i!G 977BWCA1 FRAME -- PAGE NO. 2 ** CHECKING LOAD DATA. ** PROCESSING SUPPORT CONDITION. ** PROCESSING AND SETTING UP LOAD VECTOR. PROCESSING ELEMENT STIFFNESS MATRIX. PROCESSING GLOBAL STIFFNESS MATRIX. PROCESSING TRIANGULAR FACTORIZATION. CALCULATING JOINT DISPLACEMENT. ADJUSTING DISPLACEMENTS FOR P -DELTA ANALYSIS. CALCULATING ELEMENT FORCES. 39. PRINT ANALYSIS RESULTS 15:19:18 15:19:19 15:19:19 15:19:20 15:19:20 15:19:21 977BWCA1 FRAME JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE - -PAGE NO. 3 JOINT LOAD X -TRANS Y -TRANS Z -TRANS X -ROTAN Y -ROTAN Z -ROTAN 1 1 1.81733 0.00126 0.00000 0.00000 0.00000 0.00213 2 1.81640 0.00126 0.00000 0.00000 0.00000 0.00214 2 1 1.81640 - 0.00197 0.00000 0.00000 0.00000 0.00212 2 1.81596 - 0.00197 0.00000 0.00000 0.00000 0.00212 3 1 1.81143 0.00126 0.00000 0.00000 0.00000 - 0.00453 2 1.81099 0.00126 0.00000 0.00000 0.00000 - 0.00452 4 1 1.81058 - 0.00126 0.00000 0.00000 0.00000 - 0.00450 2 1.81015 - 0.00126 0.00000 0.00000 0.00000 - 0.00450 5 1 1.12050 0.00063 0.00000 0.00000 0.00000 - 0.01339 2 1.12033 0.00063 0.00000 0.00000 0.00000 - 0.01338 6 1 1.12194 - 0.00063 0.00000 0.00000 0.00000 - 0.01337 2 1.12167 - 0.00063 0.00000 0.00000 0.00000 - 0.01337 7 1 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.01632 2 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.01631 8 1 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.01635 2 0.00000 0.00000 0.00000 0.00000 0.00000 - 0.01635 97713WCA1 FRAME SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = PLANE -- PAGE NO. 4 JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z 7 1 - 261.73 - 890.63 0.00 0.00 0.00 0.00 2 - 261.79 - 890.61 0.00 0.00 0.00 0.00 1 -238.27 890.63 0.00 0.00 0.00 0.00 2 - 238.21 890.61 0.00 0.00 0.00 0.00 977BWCA1 FRAME -- PAGE NO. 5 MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- POUN INCH MEMB LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 1 1 1 946.25 0.00 0.00 0.00 0.00 0.00 2 - 946.25 0.00 0.00 0.00 0.00 0.00 2 1 446.37 0.00 0.00 0.00 0.00 0.00 2 -446.37 0.00 0.00 0.00 0.00 0.00 2 1 1 -0.02 - 446.33 0.00 0.00 0.00 -0.01 3 0.02 446.33 0.00 0.00 0.00 - 36598.84 2 1 -0.01 - 446.44 0.00 0.00 0.00 0.00 3 0.01 446.44 0.00 0.00 0.00 - 36607.66 3 1 2 - 1651.01 0.00 0.00 0.00 0.00 0.00 3 1651.01 0.00 0.00 0.00 0.00 0.00 2 2 - 1651.12 0.00 0.00 0.00 0.00 0.00 3 1651.12 0.00 0.00 0.00 0.00 0.00 4 1 2 890.61 - 443.91 0.00 0.00 0.00 -0.02 4 - 890.61 443.91 0.00 0.00 0.00 -36400.42 2 2 890.60 - 443.80 0.00 0.00 0.00 0.00 4 - 890.60 443.80 0.00 0.00 0.00 - 36391.57 9 1 3 - 890.63 253.31 0.00 0.00 0.00 36598.82 5 890.63 - 253.31 0.00 0.00 0.00 - 18107.23 2 3 - 890.61 253.37 0.00 0.00 0.00 36607.66 5 890.61 - 253.37 0.00 0.00 0.00 - 18111.64 6 1 4 890.63 246.69 0.00 0.00 0.00 36400.45 6 - 890.63 - 246.69 0.00 0.00 0.00 - 18392.24 2 4 890.61 246.63 0.00 0.00 0.00 36391.56 6 - 890.61 - 246.63 0.00 0.00 0.00 - 18387.80 7 1 5 - 890.63 248.04 0.00 0.00 0.00 18107.23 7 890.63 - 248.04 0.00 0.00 0.00 -0.02 2 5 - 890.61 248.10 0.00 0.00 0.00 18111.61 7 890.61 - 248.10 0.00 0.00 0.00 -0.01 8 1 6 890.63 251.95 0.00 0.00 0.00 18392.28 8 - 890.63 - 251.95 0.00 0.00 0.00 0.00 2 6 890.61 251.89 0.00 0.00 0.00 18387.81 8 - 890.61 - 251.89 0.00 0.00 0.00 -0.02 3 682.19 0.00 0.00 0.00 0.00 4 - 682.19 0.00 0.00 0.00 0.00 3 682.04 0.00 0.00 0.00 0.00 4 - 682.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • , 977BWCA1 FRAME -- PAGE NO. 6 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * ** 40. FINISH * * * * * * * * * * * * * ** END OF STAAD -III * * * * * * * * * * * * * ** * * * * ** DATE= SEP 4,1991 TIME= 15:19 :23 * * * * ** * * * * * * * * ** * ** *********** * * ** * * * * * * * ** * * * * * * * * * * * * * * * * ** * FOR QUESTION ON THIS VERSION OF THE PROGRAM, CALL * RESEARCH ENGINEERS, INC AT (609) 983 -5050 * TELEX: 4994385 FAX: (609) 983 -3825 ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1. STAAD PLANE 977 2. OUTPUT WIDTH 72 3. UNIT INCH POUN 4. JOINT COORDINATES 5. 1 .000 228.000 .000 6. 2 128.000 228.000 .000 7. 3 .000 146.000 .000 8. 4 128.000 146.000 .000 9. 5 .000 73.000 .000 10. 6 128.000 73.000 .000 11. 7 .000 .000 .000 12. 8 128.000 .000 .000 13. MEMBER INCIDENCES 14. 1 1 2 15. 2 1 3 500 16. 3 .2 3 -- ----�- 17. 4 2 4 18. 5 3 5 19. 6 4 6 O 20. 7 5 7 21. 8 6 8 22. 9 3 4 23. 10 4 7 24. MEMBER PROPERTIES 25. 1 PRISMATIC AX 4.50 IZ 25.40 26. 2 TO 9 TABLE ST TUBE DT 4.0 WT 4.0 TH 0.25 27. 10 PRISMATIC AX 0.3067962 IZ 0.0074901 28. CONSTANTS 29. E 29000000. ALL 30. MEMBER TRUSS 31. 1 3 9 10 32. SUPPORT 33. 7 8 PINNED 34. LOADING 1 35. JOINT LOAD 36. 1 FX 500 37. PDELTA ANALYSIS PROCESSING MEMBER /ELEMENT INFORMATION. ** PERFORMING BANDWIDTH REDUCTION. ORIGINAL BANDWIDTH = 3 REDUCED BANDWIDTH = 3 ** CHECKING LOAD DATA. S T A A D- III REVISION 10.2 (VERSION 10 LEVEL 2) PROPRIETARY PROGRAM OF RESEARCH ENGINEERS,INC. DATE= SEP 13, 1991 TIME= 10:20:50 PAGE NO. 1 c ) ** ** .'g 7 7 BWCA2 PROCESSING SUPPORT CONDITION. PROCESSING AND SETTING UP LOAD VECTOR. PROCESSING ELEMENT STIFFNESS MATRIX. PROCESSING GLOBAL STIFFNESS MATRIX. PROCESSING TRIANGULAR FACTORIZATION. CALCULATING JOINT DISPLACEMENT. ADJUSTING DISPLACEMENTS FOR P -DELTA ANALYSIS. CALCULATING ELEMENT FORCES. 38. PRINT ANALYSIS RESULTS 10:21: 0 10:21: 1 10:21: 1 10:21: 2 10:21: 2 10:21: 2 -- PAGE NO. 2 977BWCA2 JOINT DISPLACEMENT (INCH RADIANS) JOINT LOAD X -TRANS 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 0.02971 0.02921 0.02688 0.02625 0.01605 0.01565 0.00000 0.00000 Y -TRANS 0.00046 - 0.00152 0.00046 - 0.00126 0.00023 - 0.00063 0.00000 0.00000 Z -TRANS 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 STRUCTURE TYPE = PLANE X -ROTAN 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Y -ROTAN 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 -- PAGE NO. 3 Z -ROTAN - 0.00001 - 0.00001 - 0.00009 - 0.00009 - 0.00020 - 0.00019 - 0.00023 - 0.00023 • 977BWCA2 SUPPORT REACTIONS -UNIT POUN INCH JOINT LOAD FORCE -X 7 1 8 1 - 497.25 -2.75 FORCE -Y - 890.63 890.63 STRUCTURE TYPE = PLANE -- PAGE NO. 4 FORCE -Z MOM -X MOM -Y MOM Z 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 977BWCA2 MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- POUN INCH EMS LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 1 1 1 505.40 0.00 0.00 0.00 0.00 0.00 2 - 505.40 0.00 0.00 0.00 0.00 0.00 2 1 1 -0.01 -5.40 0.00 0.00 0.00 0.00 3 0.01 5.40 0.00 0.00 0.00 - 443.02 3 1 2 - 606.37 0.00 0.00 0.00 0.00 0.00 3 606.37 0.00 0.00 0.00 0.00 0.00 -- PAGE NO. 5 1 2 327.09 -5.17 0.00 0.00 0.00 0.00 4 - 327.09 5.17 0.00 0.00 0.00 - 424.26 5 1 3 - 327.10 3.05 0.00 0.00 0.00 443.02 5 327.10 -3.05 0.00 0.00 0.00 - 220.65 6 1 4 890.63 2.88 0.00 0.00 0.00 424.26 6 - 890.63 -2.88 0.00 0.00 0.00 - 214.37 1 5 - 327.10 3.02 0.00 0.00 0.00 220.65 7 327.10 -3.02 0.00 0.00 0.00 0.00 6 890.63 2.94 0.00 0.00 0.00 214.37 8 - 890.63 -2.94 0.00 0.00 0.00 0.00 9 1 3 502.09 0.00 0.00 0.00 0.00 0.00 4 - 502.09 0.00 0.00 0.00 0.00 0.00 10 1 4 - 749.51 0.00 0.00 0.00 0.00 0.00 7 749.51 0.00 0.00 0.00 0.00 0.00 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * ** 39. FINISH * * * * * * * * * * * * * ** END OF STAAD -III * * * * * * * * * * * * * ** * * * * ** DATE= SEP 13,1991 TIME= 10:21: 4 * * * * ** ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * FOR QUESTION ON THIS VERSION OF THE PROGRAM, CALL * * RESEARCH ENGINEERS, INC AT (609) 983 - 5050 * TELEX: 4994385 FAX: (609) 983 -3825 ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** BMA Facilities Seattle, Washington TO: .i4 9 3- ca8 32, GRP : •Q) 9.2 EXT: 39 - 2.19 FROlvr: t om DAT - 9 I COVER+ • • - • Devx Center ( 544-2854 CO MMENTS 10 NUMBER FAX _V 7 SSAG E-74-%S. REV EW E•isio 00 (1. c-EcT P Vg. ioA./ AIJL /WV, ..J r : ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * S TAA D - III * REVISION 10.2 (VERSION 10 LEVEL 2) * * PROPRIETARY PROGRAM OF * RESEARCH ENGINEERS,INC. * DATE= SEP 13, 1991 * TIME= 10:21:36 * ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1. STAAD PLANE uaggi FRAME 2. OUTPUT WIDTH 72 3. UNIT INCH POUN 4. JOINT COORDINATES 5. 1 .000 228.000 .000 6. 2 128.000 228.000 .000 7. 3 .000 146.000 .000 8. 4 128.000 146.000 .000 9. 5 .000 73.000 .000 10. 6 128.000 73.000 .000 11. 7 .000 .000 .000 12. 8 128.000 .000 .000 13. MEMBER INCIDENCES 14. 1 1 2 15. 2 1 3 16. 3 2 3 17. 4 2 4 18. 5 3 5 19. 6 4 6 20. 7 5 7 21. 8 6 8 22. 9 3 4 23. 10 3 8 24. MEMBER PROPERTIES 25. 1 PRISMATIC AX 4.50 IZ 25.40 26. 2 TO 9 TABLE ST TUBE DT 4.0 WT 4.0 TH 0.25 27. 10 PRISMATIC AX 0.3067962 IZ 0.0074901 28. CONSTANTS 29. E 29000000. ALL 30. MEMBER TRUSS 31. 1 3 9 10 32. SUPPORT 33. 7 8 PINNED 34. LOADING 1 35. JOINT LOAD 36. 1 FX -500 37. PDELTA ANALYSIS ** PROCESSING MEMBER /ELEMENT INFORMATION. ** PERFORMING BANDWIDTH REDUCTION. ORIGINAL BANDWIDTH = 5 REDUCED BANDWIDTH = 3 ** CHECKING LOAD DATA. * PAGE NO. 1 . ** ** 9'Y7BWCA3 PROCESSING PROCESSING PROCESSING PROCESSING PROCESSING FRAME SUPPORT CONDITION. AND SETTING UP LOAD VECTOR. ELEMENT STIFFNESS MATRIX. GLOBAL STIFFNESS MATRIX. TRIANGULAR FACTORIZATION. CALCULATING JOINT DISPLACEMENT. ADJUSTING DISPLACEMENTS FOR P -DELTA ANALYSIS. CALCULATING ELEMENT FORCES. 38. PRINT ANALYSIS RESULTS 10:21:45 10:21:46 10:21:47 10:21:47 10:21:47 10:21:48 -- PAGE NO. 2 97 7BWCA3 FRAME JOINT DISPLACEMENT (INCH RADIANS) JOINT LOAD X -TRANS 1 1 2 1 3 1 4 1 5 1 6. 1 7 1 8 . 1 - 0.02908 - 0.02858 - 0.02625 - 0.02624 - 0.01568 - 0.01576 0.00000 0.00000 Y -TRANS - 0.00126 0.00072 - 0.00126 0.00046 - 0.00063 0.00023 0.00000 0.00000 Z - TRANS 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 STRUCTURE TYPE = PLANE X -ROTAN 0.00000 0. 0.00000 0.00000 0.00000 0.0 0.00000 0.00000 Y -ROTAN 0. 0.00 0.00000 0.00000 0. 00000 0.00 000 0.00000 0.0 -- PAGE NO. Z -ROTAN 0.00001 0.00000 0.00009 0.00008 0.00019 0.00019 0.00023 0.00023 SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = PLANE JOINT LOAD FORCE -X g17BWCA3 FRAME 7 1 2.78 8 1 497.22 FORCE -Y 890.62 - 890.62 FORCE -Z MOM -X MOM -Y MOM Z 0.00 0.00 0.00 0.00 0.00 0.00 -- PAGE NO. 4 0.00 0.00 9'Y7BWCA3 FRAME MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- POUN INCH -- PAGE NO. 5 MEMB LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 1 1 1 - 505.23 0.00 0.00 0.00 0.00 0.00 2 505.23 0.00 0.00 0.00 0.00 0.00 2 1 1 -0.01 5.23 0.00 0.00 0.00 0.00 3 0.01 -5.23 0.00 0.00 0.00 428.81 1 2 606.49 0.00 0.00 0.00 0.00 0.00 3 - 606.49 0.00 0.00 0.00 0.00 0.00 4 1 2 - 327.16 5.46 0.00 0.00 0.00 0.00 4 327.16 -5.46 0.00 0.00 0.00 447.59 5 1 3 890.62 -2.91 0.00 0.00 0.00 - 428.81 5 - 890.62 2.91 0.00 0.00 0.00 216.67 6 1 4 - 327.16 -3.08 0.00 0.00 0.00 - 447.59 6 327.16 3.08 0.00 0.00 0.00 222.93 7 1 5 890.62 -2.97 0.00 0.00 0.00 - 216.67 7 - 890.62 2.97 0.00 0.00 0.00 0.00 1 6 - 327.16 -3.05 0.00 0.00 0.00 - 222.93 8 327.16 3.05 0.00 0.00 0.00 0.00 9 1 3 -8.57 0.00 0.00 0.00 0.00 0.00 4 8.57 0.00 0.00 0.00 0.00 0.00 10 1 3 - 749.41 0.00 0.00 0.00 0.00 0.00 8 749.41 0.00 0.00 0.00 0.00 0.00 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * ** 39. FINISH * * * * * * * * * * * * * ** END OF STAAD -III * * * * * * * * * * * * * ** * * * * ** DATE= SEP 13,1991 TIME= 10:21:50 * * * * ** ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * FOR QUESTION ON THIS VERSION OF THE PROGRAM, CALL * * RESEARCH ENGINEERS, INC AT (609) 983 - 5050 * TELEX: 4994385 FAX: (609) 983 -3825 ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • „ . COMMENTS: ' Inspector: C CITY OF TUKWILA BUILDING DIVISION 0 Approved per applicable codes. 0 INSPECTION RECORD t \i Retain .a copy with per It W PERMIT /' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 0 Corrections required prior to approval. Date: 22 -`7 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. OW `o.: 1111 e: q -6. MAlati S e a e Specie Instructions: Date Wanted: t — 2--- 1 Z m. . . Requester: Phone No,: • „ . COMMENTS: ' Inspector: C CITY OF TUKWILA BUILDING DIVISION 0 Approved per applicable codes. 0 INSPECTION RECORD t \i Retain .a copy with per It W PERMIT /' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 0 Corrections required prior to approval. Date: 22 -`7 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. OW `o.: 1111 e: roe ; ype o ; // "re i� Address: .J Date Called: Date Called: A /5 Special Instructions: e19Y� -j , h � --� .. -z Date Wanted: J� /6` �� / am. p.m. / `G Phone No,: " sP. • `0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: • ti. INSPECTION RECORD Retain a copy with permit .-R rr y (206) 431 -3670 0 Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Site 100. Call to schedule reinspection. Kf Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 TUKWILA FIRS DEPARTMENT FINAL APPROVAL FORM rc /,v 9 -77 dzpei, Project Nae Address //G `, S Suite # Retain current inspection schedule Needs shift. inspection Approved without correction notice Approved with correction notice issued / 7 5/ ^i�ik�X .sr wTi s. . � ♦ K'.. l� w. �.....�.. P:t ..��1 .'� y � t,i ' Authorized Signature Date Gary L. VanDusen, Mayor Control No. 1 Permit No. FINALAPP.FRM T.F.D. Form F.P. 85 DATE: TESTED FOR: oat A400.111) RK /cab ��� Professional Service Industries, Inc. ��� Pittsburgh Testing Laboratory Division Tom Wylie THE BOEING COMPANY P.O. Box 3707 M/S 46 -87 Seattle, WA 98124 January 15, 1992 Installation of Camera Platforms REMARKS: Technician: R. King Visual inspection of bolted connections on the Buffle Wall Camera Access platforms. Verified torque of 5/8" Grade 5 bolts at 100 ft. lbs. per engineers request. Calibrated torque wrench supplied by Boeing. All work inspected was found to be in conformance with approved drawing and the Uniform Building Code as adopted by the City. cc: (1) THE BOEING COMPANY /T. Wiley (1) CITY OF TUKWILA. 7400 Third Avenue South • Seattle, WA 98108 PROJECT: Boeing 9 -77 Bldg. Job #W10055 -02 P.O. OUR REPORT NO.: 715 - 18117-3 Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. [[ FEB 2 4 1992 CITY ©I' TUKWILA PLANNING DEPT, Phone: 206 /782 -4664 • FAX: 206/763 -2936 CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, {VASIIINGTON 98188 • PHONE p (206 433.1800 Plan Check #91 -408: Boeing #9 -77 9407 E Marginal WY S THE FOLLOWING COMMENTS APPLY TO AND BECOME P T OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER WI 21 1. No changes will be made to the plans unless approved by the Architect 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 permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 4. 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. 5. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 6. 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. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy. Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). Gary l.. VanDusea, Mayor Page 2 91 -408 /Boeing #9 -77 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 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Welding 12 13 X 14 FIRE FINAL Insp: 512 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 9407 E Marginal Wy S a' BUILDINGPERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING PERMIT NO. (P DATE ISSUED: PROJECT: Boeing 1/9 -77 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECT 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 — 277 -7272 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 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. ow,uvo Plan Check No.: REQUIRED INSPECTIONS PAN REVIEW OOMMEITS Project: 0 No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296- 4722). C9 Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. . All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 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. 7. All structural concrete to be special inspected (Sec. 306, UBC). C ) All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 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. 15. Subgrade 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). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final Inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. 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 made by calling King County Health Department, 296 -4787, at least three working days prior to desired 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. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, 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 (0 (a) 7. 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. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney X 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening / 11. Wgi.Dit,4 12. 13. )<' 14. Fire Final 15. Planning Final 16. Public Works Final X 17. Building Final Plan Check No.: REQUIRED INSPECTIONS PAN REVIEW OOMMEITS Project: 0 No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296- 4722). C9 Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. . All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 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. 7. All structural concrete to be special inspected (Sec. 306, UBC). C ) All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 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. 15. Subgrade 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). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final Inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. 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 made by calling King County Health Department, 296 -4787, at least three working days prior to desired 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. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, 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 (0 (a) 7. 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. 25. A Certificate of Occupancy will be required for this permit. w4s City ®f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 % ? (206) 575 -4404 ` • Gary L. VanDusen, Mayor Fire Department Review Control #91 -408 Re: Boeing Company Building #9 -77 - 9407 East Marginal Way South Dear Sir: October 11, 1991 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. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the 4 sy City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Pre\r6rfieffi Bureau cc: T.F.D. file ncd CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 Tukwila Washington 98188 PROJECT: ADDRESS: DATE: OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HEIGHT /#E OF STORIES FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS r•�l DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. rte. Go'Ps 'to c a1.1S ? PLC► -t1r-t. e N1 - 7"B TEa j L;G2U1 Pm.mm-'r CHAPTER 51-10, W.A.C. NOTES *16 6.i Ad `-s 1. - 51) e c -r, ©N Fo g Paz. -t me. A 32-s 45 PREPARED BY: PLAN REVIEW/ NUMBER DEs PLAN CHECK ..digVhalme;j14LI t! c ,t)ST(2o G'Zl at4 IG � 6300 Southcenter Boulevard - #100 DATE �a f �f KING COUNTY 'AIRPOR1 OFf ICE CENTR (CAA) PROJECT �I OXBOW LOT 99 FROM DOWNTOWN SEATTLE EAST MARGINAL. WAY I CORPORATE PARK TUKWILA APPROVED EXIT` ;I EVELOPM E NTAL CENTER FROM KENT \ & AUBURN `,r NO SCALE REVISION 3UILDINC ADDRESS TU 9 -90 vARGIVAL WAY SOUTH —7 BUILDING LOCATION NO SCALE AfirtiEZAKU FACILITIES DEPARTMENT CHECK ALL STRUCTURAL WELDING GENERAL NOTES THE ° °CONTRACTOR SHALL VERIFY ALL EXISTING ` CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK. THE CONTRACTOR SHALL NOTIFY THE BMA FACILITIES PLANT ENGINEERING J PRO ECT ENGINEER IN WRITING 'THESE .'. 'D . . GEE R N WR NG OF< ALL DISCREPENCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS. THE OWNER SHALL EMPLOY AN INSPECTOR WHO PROVIDE: SPECIAL INSPECTION IN N ACCORDANCE WITH SECTION UNIFORM BUILDING S C 0 306. F THE UN _DING CODE ON THE FOLLOWING. TYPES OF WORK: P�OJFCf CHECKLIST a THESE DRAWINGS CONFORM. TO THE 1988 U.B.C., U.F.C., U.P.C., AND THE `1990 BARRIER • FREE CODE °AS ADAPTED OR AMENDED ' BY LOCAL ORDINANCES AND . COMP'LIANCE WITH • CITY OF TUKWILA ZONING. ® ENGINEERING CALCULATIONS ROOMS:LABELED PER OCCUPANCY PER U.B.C.'` :33 - 'A. BUILDING FLOOR • NUMBER ON PRINT FOR AREA OF CONSTRUCTION• NUM 'R OF PRINT . lIR F • BE S REQI E D OR • PERMIT PACKAGE, l� 1, GENERAL PERMIT (SHELL &' CORE) T F N R Y I • 6 SE O C E G CALCULATIONS 2 SETS OF •• ••CIVIL ' DRAWINGS ::WITH UTILITIES 2 SETS SOIL REPORTS TAMP - Y T CH S ED B GEO EC NI ENGINEER _ CA LE EE 2 SETS • STRUCTURAL C ALCULATIONS •2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SUR/EY. • CbpICS' AL DESCRIPTION • 2 OF LAG �+ 2 SETS OF WORKING 'DRAWINGS TENANT IMPROVEMENTS, 2 ` COMPLETE SETS CJ • 3 . MECHANICAL 2 •`COMPLETE SETS • 4. FIRE PROTECTION/ SPRINKLERS,: 2. COMPLETE •SETS Q X SCOPE OF WORK: INSTALL WORK 'PLATFORMS b �?MS AND STAIRS FOR ACCESS TO TWO CAMERAS MOUNTED ON s. THE - TEST CHAMBER BAFFLE WALL. EACH SIDE OF THE REFLECTOR. CAMERA ACCESS IS: REQUIRED FOR THE OCCASIONAL. UNSCI- IEDULED ADJUSTMENT AND REPAIR OF THE EXISTING CAMERAS. AdCEPTABILITY THIS I5ESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE ENGR, CHECKED APPROVED APPROVED D DRS BY CHECKED Mir MAINIMINIMINIINIMINNO1.1.111.1HIP•11.4011.1.411, 109 - 077 -TITLE T -1 101-077-1000 A--01 REV 109-077-1000 V 0 000 A� -09 REV. 109-077-1000 S-49 REV. 'D 109-077-1000 S -50 REV. 109-- 077 -1001 S--01 109- 077 -1001 S-02 LAND USE CODE B{ IN J r.D G CODE OCCUPANCY GROUP BUILDING HEIGHT STORIES 'OCCUPANT LOAD: TYPE CONSTRUCTION E FL R RA Lao AREAS: s. : BUILDING FOOTPRINT BUILDING GROSS BASEMENT FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR DRAWING NO, HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC ZONE DATE 12 -20 -00 SUBTITLE BAFFLE WALL BUILDING 9— 77 By Date Perc No. DRAWING INDEX • FILE COPY 113' --61/ 4 176 BARRIER FREE FULLY AUTOMATIC, I understand that the Plan Check approvals are �uhlect to errors and ornissii ns and app,rovat of 1,,1 ns does not atithnrl,e the vii Cation of any .. looted code or crd'nan e. R •ip of con• tractor's copy of a • • • =d pia ► � !led nci TITL PLAN, SECTION TI TLE TI _ TLE SHEET G' BLDG BASEMENT & FIRST FLOOR PLAT` 1 F CHAMBER AREA FIRST FLOOR PLAN BAFFLE WALL ELEVATIONS 8t C BAFFLE WALL. DETAILS PLANS, SECTIONS, `'ELEVATIONS, NOTES CODE P, SUMNRY N CHANGE H ' 0 C GE T I PROJECT 44;802 SF 71,880 SF 1,000 SF 44,534 SF 9,968 SF 11. R 9S 4 SF . 4,529 SF SHEET FR FACILITY, Ii - FR AND II - -N BOTH FULLY SPRINKLERED NO CHANGE THIS PROJECT /S CLASS ' 1 SPRINKLERS THROUGHOUT .p . ; .1 A �. T1�..>'r'"I 01.1 CIiY OF TU �' APPROVE O CL,2 3 19'S1 �Ui�EVl/r - alagamaraawarar CAMERA ACCESS DEVELOPMENTAL. CENTER D NG, O VIS - 6 - T N LAST REVSION SYMBOL DATE CLEAR INSIDE CHAMBER BE&C ENGINEERS BLDG BASEMENT & F IRST FLOOR PAN ICHITECTURAL MASTEF first flOOR PlaN ( FOR REFERENCE ONLY). basement plan basic occupancy separation scope fo work locations pylon track at first floor chamber area first floor plan C`! AUBURN, WA. 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 ❑ PORTLAND, OR. 97220 O RENTON, WA. 98055 N SEATTLE, WA, 98124 ENGINEERS RECEIVED CITY OF TUKWILA STRUCTURAL MASTER 5P 2 A 11 PERMIT CENTER COL. DC LAST REVISION true elevation of sloping wall section elevations section details sections baffle wall details structural master section elevation landing framing plan notes baffle wall camera access work platform framing plan section detail