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Permit M97-0089 - BOEING #21-04
n() vog 2 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M97 -0089 Type:.B -MECH Category: NRES Address: 3417 S 120 PL Location: Parcel #: 102304 -9069 Contractor License No: BOEINC*294ML TENANT BOEING #21 -04 3417 S 120 PL, SEATTLE, WA 98124 OWNER SABEY CORPORATION 201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA 98119. CONTRACTOR BOEING COMPANY P.O, BOX 3707, MIS IF =09, SEATTLE,:.WAI98124 • CONTACT GARY TALLER Phone: 206 544 -2975 P.O. BOX': 3707, M /S 46 -87, SEATTLE, WA 98124: . ******************'***.** * * * * * * * * * * * * * * *. * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** Permit Descri p;t:.i.on: RELOCATE!`DUST •COLLECTOR AND ,A■STALL AHU. UMC E d i t i.on;: 1994 * * * * * * * *: *******:**********-***.** * * * * *A* * *; * * ** * * * * *** * * * * * * ** Permit Center thorized Signature. Signature•_. Valuation: Total. Permit Fee: Date Date: 2J (206) 431 -3670 Status: ISSUED Issued: 07/03/1997 Expires: 12/30/19.97. 195, 000.00 67.88 I hereby.,certify that I have' read and 'examined,:this permit'and.know the same to: b.e true and correct: Ali'provis.ions of law and ordinances governing this work will. be complied with, whether specified herein or not The granti` > ng 'of,'th,is permit does not, presume to give authority to.:violate or cance'1.the. . provisions of any other'state or local laws, regulating constructon or ' the performance of work:. I am" authori zed to sign for and obtain thi;s building per it , Print Name: Title: This permit shall b'ecoma.. null and_.voi.d ;.if„the work. :not commenced within 180 days from the date' of ,. or if the ,work s suspended or abandoned for a period of 180'Aays from.the.last inspection.. Project Name/Tenant: BOEING OFFENSE & SPACE GROUP - ©y Value Ta j of Construction: --� )3,23-)000 Parcel Number: /0,230j-n6? Site Address: 3 _1 L _ r j Property Owner: THE BOEING 1 City State /Zip: c_' `�' fI L.. COMPANY Ph ne: Street Address: P.O.BOX .707 M/S 46 -87 SEATTLE City State /Zip: WA 98124 Fa4 #: Contact Person: GARY TALLER Phone: 206 -544 -2975 Street Address: P.O. BOX 707 M/S 46 -8.7 SEATTLE City State /Zip: WA '8124 Fax #: 206- 544 -2854 Contractor: QQ Phone: Street Address: City State /Zip: Fax #: — Architect: Phone: Street Address: City State/Zip: Fax #: s Engineer: e l'OCk C 1 03.5 ( Phone: Street Address: City State /Zip: Fax #: M 160 i l Ni dU pFjj• JOEVIE NO. ai Y. 0 01 .. s! P. sgiFiL b I U;1& p 410419 ' Description of ork to be done: a Ce 1, ec A-br cif. t s4 I Will there be storage of flammable /combustible hazardous material In the building? ❑ yes ❑ no Attach list of materials and store a location on separate 8 1/2 X 11 a er indicating quantities & Material Safet1 Data Sheets _ Tl !_ Above Ground Tanks Antennas /Satellite Dishes Bulkhead/Docks El Commercial Reroof ❑ Demolition ❑ Fence Ft Mechanical El Manufactured Housing - Replacement only ❑ Parking Lots El Retaining Walls El Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting CITY OF TUKWiLA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. "ji.`aAPPIIICANTIIREOUESTiFOR MISCEGLANEOUSIPUBLIC WORKS - 0 Channelization /Striping ❑ Flood Control Zone ❑ ❑ Landscape Irrigation El El Storm Drainage El ❑ Water Meter /Exempt # ❑ Water Meter /Permanent # ❑ Water Meter Temp If ❑ Miscellaneous .MONTN'I YiSERVICB IBILLINGS,T01,*Mu''::. Name: Address: Address: 0 Water WATER;MEtEH bEPOSIT /REFUNb:B1 LLI NG: Name: Date application accepted: I G MISCPMT.DOC 7/11/96 0 Sewer EI cut/Access /Sidewalk n Fire Loop /Hydrant (main to vault) #: Size(s): Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing Sanitary Side Sower #: ❑ Sewer Main Extension 0 Private 0 Public Street Use El Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Size(s): Sizes : Est. quantity: gal Schedule: Moving Oversized Load /Hauling ,;y;�� {:'• •... ;1Nrf..i k:;y�r;r- >;�.:.r51�,r!,z,ii•;:. . Phone: City /State /Zip: Pi 1n e: City /State /Zip: Date application expires: la- tot-on s•• 0 Metro 0 Standby Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Application t e by: (Initials) BUILDING:OWNER'OR AUTHORIZED AGE T: "v; ' ' ' ' ,, •' " Signature: i 6;40 , Phone: Date: 544 _ wyei.- " '7 F ax # 2975 •544 -2$54 Print name: GARY TALLER Address:p.0. RnX 370 MSS 46 -87 SEATTLE, WA City /State /Zip: 981 ?1i ALL MISCELLANEOUS PERMIT APPLICATIONS MUST BE SUB TED WITH THE FOLLOWING: f • ALL DRAWINGS SHALL .JE AT A LEGIBLE SCALE AND NEA`I LY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) 4th lcht ex4ee dsf2:C1iT;i »`tiu`:it;'w:f ? r r aaa� IJ�� 1??..04 < . 5 is 4; y! dlite 1•AiV ?-h:4 tl , o c c y �lta &n, + �io7�g7 '�ih}�� c V�,1 ;/4� ps,' {p�I� �{gf 5 ���`: ,[ { iiil iai∎� k4 !'�r }�Y►�ff 9r�r'i lf'r � " +:.l3t�hJn e� i " �+� �Fi SFA. *}t i p arg 4 4 4 , v . } 11 i ,e.ta 1 4 tact � . U 4 ! i" �{iSlacy q t�;�� � , j SUBMIT APPLICATION AND REQUIRED CHECKLISTS F( R PERMIT REVIEW : �::iY'H �;: t•.. .� r•': r ".. r i r . ;, ', 'e,'• • Cf".a " '.1'.a • ' Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H - "Affidavit in Lieu of Contractor Registration ". Bu!ldilt + ne / lzed e ant 1 the he o er , re is ed ' by arc • the•S of W ton, a na t ariz'ed.lett applicant from the e ro t y owneraulh rizing the a e n tac t' o s uti t �l hi p a rii i t n and a pli ati Y 9 P P Y:�. F 0 9 . ;fig t f1i t- p.� R' PP obtafn permit will.be required as part of this submittal. MISCPMT.DOC 7111/96 I HEREBY CERTIFY THAT / HAVE READ AND EXAMINED THIS APPLICATION AND kNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I A AUTHORIZED TO APPLY FOR THIS PERMIT. vf:.$S2 au r eul tasrmuiswv at. -, 'ddr :ess: 3417 • 120 PE . ru1 t@ Tenant : BOEING #21-04 Status: ISSUED. Types . B -MECH App lled: 06/19/1997 Parcel : 102304 -9069 Issued: .07/03/ 199.7 Vie*,k kA' k. kAwl** k*****,* k*****.** .********** k**•*:* * *:P * *k'k ** * *•k ** *•li ** *'k *it * Permit: Conditions: 1? No changes will be made to the plans unless approved by the Ar phi•te;ct or Engineer and the ,17.ukwi l,ma Building. Division. • A11 '`per•ni'tts,: plans sha11 he :aVa irl ab.1 .a=t.. the i,ab' s i "te pi^ 1 or to the ''•`s.tart : of any. con- struction. These . to ;pe main ta-lned:,and avail- able until fin i'`i'nspectio'n `approval ia g"' ante d • All construc.trcan` tc be 'done In' ap proved -plans - and •regtiiremtnts,, of the Uniform.Building;.;Code ;.(1:994. Edition) .'asp amended ;`' Unifor.m' code (1994. t-i.an), and 'Washtngt State Energy Code: C1994 Edi.tian) . .:V•a1 idi,t�;,."af Pet?rnit. .` The issuanc'e of a permit ar > l�pr?ovai,'of plans ti ; pe.cificati an, shall not be, con strued•..to a permit fir, 'o`r an approval of, any vial`atio of ar4y of the provisions of `the....bui 1ding code. or' othe,r'ond'i'nance:' of th`e':,'juria,'d :'ction:.» No permit presuming giv IY e',aut:hor. :° tq violate the provisions (.:of: .this MANUFACTURERS INSTALLATION jINS,TRUCTIONS,REQUIRED ON',..SITE':` F0 :'THE BUILD;ING- ••INSPECTORS El utrical::permtits,- shall be `.'obtained thirough the Washington Star Giv`isir#n o1 Laborti and;'4ndustries and: all electrical` 1.40P `will' °rbe nspecte'd by th�a' ``r,aget ay (24 3 -6630) • Rea',d.,iy ages'si roof.mount,ed equi Omen ts i r e clpAr e d ''.; a :t P1uifhAng'"p rmits shall be obtained'' =through:th.e Seattle= County D ar,tment of Public Health ' P l,umbi n ., 'w:i 7 i nspetOed`'iby that agency, including a 14. gas•,,p.;.i pi hg (296 '4:7;22) COMMENTS P t y l it• COOra1rWov coe.9 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER M97-0089 DATE 6/19/97 PROJECT NAME BOEING 121-04 DEPARTMENT: ein DTSIOTh PUBLIC WCI R- tva9rcii PREVENTION IkUJ TRU t'JR DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 6/24/97 COMPLETE 12J' NOT COMPLETE El TUES/THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 REVIEWERS INITIAL CORRECTION DETERMINATION: C:ROUTE-F DATE DATE PLANNING DIVISION 0 NAT NOT APPLICABLE DUE DATE 7/08/97 APPROVED 11 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE DUE DATE (Cercificadon of occupancy required. *****k********* k**** *.********** A** ****** ****:t*k***** *******k**k* CITY OF 1 UKWILA WA � � TRANSMIT 14* *** * * ********k*kk ** r* c�'k *k'�4 ' * * *k *** * *k**kk•k•k * *** *k **k** TRANSMIT Number:.` 89700608 Amounts 67.88 07/03/97 09;24 Payment Method CASH Notation: BOEING In.it. 8L13 Periait' M97-0089 Tvpei 0-MECH MECHANICAL PERMIT Par Cel" No: 102304-9069 8 i.t:e Address: 3417 '8 120 PL Total_ Fees. .67.88 Ti's i a Payment 67.88 Total ALL `'Pm,ts.: 67.88 Salance., '.00 ***********.i4** k * . ********• k* #.k * ** * * ****•h ** * * *A**,ii“* * `* I..1. . ** * ** Account' :Code. Description . G04/34s::8,30 PLAN CHECK NONRES 000/322.10.0' MECHANICAL NONRES Amount 13.58 54..30. Project: T • = of inspec 'eft' Address: 7 :9 j'"j S. I t ), 0 j'L. Date called: p.m. in - ' - k Date wante E"- Special Instructions: Reques r: ' ,lL.. Phone No.: Act 1— 3 -- 1 q ! INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: L R0t No.: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: $42.0 REINSPECTI • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300. Southcenter Blvd., Suite 100. Call to schedule reinspectlon, Date: Project: r Ix7 21 . 0 4 Type of inspecn: UGI- - IN ) Address: ?.::-% 1 7 ..kg?.i .. r 24 p c • Date called: /0/(4/ Special instructions: �U C; .\ Date wanted: /D /� / ( a.m. t/ Requester: 67.4.1 7"h�t�l W&..L. ,,A . ∎.. (c,,, �. 1 1� +�.. Phone No.: INSPECTION NO. CITY OF BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: Date: /a $42.00 REIN PECTION FEE REQUIRED. Prior to nspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: Inspe INSPECTION RECORD Retain a copy with permit Oa Fri PERMIT NO. (206) 431 -3670 Corrections required prior to approval. D A.) j/" t A .9 N C;RhR e s a` _ x . t : � T y � .. of inspe ion: rV� � P� D e c — d i-Qr Special instructions: . C . ....1.. n' Q war — q a �p]� ester• • Approved per applicable codes. COMMENTS: 5i , INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I pit. `t srztng - r4 CAI n/ (Ai 7 ✓ 1 /3 7?357 � ( d (3 Corrections required prior to approval. Date: Date: I, PERMIT NO. (206) 431 -3670 Ill -OM E] $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 8g !r-�� �-..��,, AA Q h y pe of i pectic) : Avi i1r I . la4y pi 8 a- 1 � !'J Sp ecs I instructions: a c - e t,,,p'. - 'X-Q . C'..0 n O+ to me --)---1 l tY� i � u , - 1, 11. .. Phon l. � -- ba , m114' vIDYARElita..wn. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. Inspector: Receipt No.: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date f 3 1 q , ECTIO FEE REQUIRED. Prior to inspect i on fee must Li $42.00 REINSPECTION be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ro ect: • ay. ` (5 t u ecti. c Special instructions: t y.-- Q Lo . Cxr \..+ t plate - c — ' -`1 1 P.P. quester: `.._cam ✓ ✓ w i ) ) \ COMMENTS: (Inspector: /--� f Receipt No.: INSPECTION RCORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I I Corrections required prior to approval. Date: Date: PERMIT NO. (206) 431 -3670 2 f A-.- 1.1S P r (,7. - b s S J ( , t J, I s tIJ s' ( $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must - be paid `at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Pro ct: 24- `, Typ) o spection: �Jl Addre s: D ate ca led: ry . Special instructions: Date wanted• r Arl 1 W Requester:• S Phone No.: (1) - Y2. Q b r». INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ( Corrections required prior to approval: Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit Date: A Date 2 6 (206) -3670 17 $42.00 REINSPECTION EE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, DEVELOPMENTAL CENTER c5c9‘ N O O Q 21- 04fdn.doc BOEING DEFENSE & SPACE GROUP STRUCTURAL CALCULATIONS FOR RELOCATE BOX SHOP EQUIPMENT FOUNDATIONS AND DUCT SUPPORT BUILDING 21 -04 SEATTLE, WASHINGTON JOB# 160086 -D0 CALC -1 June 18, 1997 Figured By: S S. Rangaram Reviewed By M. Abdi Approved By: RECEIVED CITY OF TUKWILA JUN 1 9 1997 PERMIT CENTER ENGR. A a/g e ow eieftb REVISED DATE ige /49G 4:303c. .540/6, CHECK 1 6 R /1OD086 *� AIR G 5.309' APR BOEillW coclAZ9 7 /AN - c rc La ' FOONIo r/ A- ,buSTc©Gz.Ec roR DI 5007 2070 ORIG. 6/73 7 /2 .0 1,11.1347, ENGR. ,u, I ,,cyt, 'a REVISED DATE Aaz4 t 84Z c //� CHECK ' / /6ez7B4 _00 APR APR BOEING Sra lE>wn` ,u• okie vn e.ai ¢.Cde /4. rsmVeliviaNaridw +.,n r DI 5007 2070 ORIG. 6/73 .. 5-s/4n/ c.k i r5 /4 e. auy- „e3e.: c j Co-./6 - /”4 4-mo ze4yi. r hare. _ sir fie, 4C2 /9 - a 9 ( ec/ i ) - .Buu.s gc Cc/e QQ fire../.a C er • Ze' /aA/ . oA-- G!: 1.Qace. - ,e; - z�.7C�► A40 x_430 (gores),' 0,75 w = w X: Se im er C.fewAre./ ef)Z. ad -cam ,� .c/ a cG : 8 2 /44,6,4, - Ac Gdeelki o ,cam Goc�iMeli So /L 5' .aA 1 4-A/2) 'coy/v.2)/4770,v Sec' 4e2n5 2S�b r�s� / P°'� / So /ee cr� 4 e.'ite,1 0 E_ eeR vt., /eA 'off acr •/ 9a3. ,0k07e, i.mr % 62 977 ry a-nc e:zZar -6ecC , S e w c r C / 1 / / r ie/ /44 S • .. �E� r7t/T ,,9.047 ENGK. ile01G74A/tM JJ 464, REVISED DATE / _ 7� .4904, s r (�i `�.t,�.Qi / �, CHECK /6co -oc APE APE BOE/A/G Oi. 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Z ...oa�L , .,• 2, ;g ,n eit.d» .2 L- .'�GeS t'G , yc_Z 40e- /;✓�. cod 4'42 z & 730 /6$ `. o , cP -.2" S " c/ /• G'ro' t./► /7ca.,/ 4 (e'e _ /. 0 6 A. - s , A-4-nd -�✓c2 on . ► cq. .a'° .a./ x 4 .3 z �..1c •S`' 1 /0// 4) 4Z"Xe. e.- 2 .o x /� X /?-o Gee• /dory = vr.0k 49. nv. O KO. /6'• z et:e r . c-c.• 0..1 _ 7 7 2.15 c d 17 we, AedMP b 445'x.9 /6 = 7 7& 1 a / z /'= 442•.5 5R 0 6 6 a /eaxA3.5 6AFACf5-1/6) z-0'/91*,,fg ,)15•o47 ENGR. � �ff� -- T V / REVISED DATE e / _ _ � - -74.9 (�- sG � "!+ .2)A-OA - 2 2 S , ex./A/..64 77 A/ 2 CHECK /(0 0o�'6 'DO APR API BOE / A/G a.: 11£ 3r` 5 1' 1i' 15. 5Si; PL`; a�' fH. rru+ ir.++ n«.+. n. n. ..».�.+�.,.rw.�e�stwslmnxiSt+Mt DI 5007 2070 ORIG. 6/73 , -5" UI /,Mree-Eaie / _ s / ice ./S Q/.O (/& /9 S =D . /6 7044. k = /6.6"" �,� A Ai?, o► /94 AS, / 7>c 33 /,Lcee■le. v.4 , XZd.AG r,►-i. /did. avee% ee.. ,4, 4 anx L h IL..► Nu d.33 , .22 /6.6-2 £ T� ' L - � ,[ ���4/.... 7 i4- (J7 = /e. �O, �S c s r .. / X6.,2 � n723 COO /� %0 Gee n✓ �C _ , dov e' c u.ce _ 60, ' f = d. vo --* re..,Q/ • ce,44 4iK /2x6' 4 0. sc 2 2 G?J 9 ct.c4t, ' ej /66-f //6- //2 x/45' O / 323 / ?eva o - R a oo24‘ et/32 3 ref,d st acv 24 €40 /2.K //...1 O. S3 .'Z Cz-e . 6`'.0.9. 4f , O -44./ . J15.047 ENGR, ar�i 4/W17 REVISED DATE „40 ec ,.st G• I � -ecx -s,-40/ JC// AA - 2 2•S' Aemi..647 /oN CHECK `� /(p vLtl" �— 00 APR APR BOE /A/G !itiei';�'... �Ji;ft :'rS'S'kicL4GFt,YsrA,.nnux�r o. as x (k.,) ct- ciwt-‘ h' . e s' g 42.z--7,,404 r. 62 = /44.. //e. / -k: f 4 y / ,cuAZ-- _ (44,Q. . 44) 7S"'= g/6 G1 % 1i .4J _ G'' /G, 7.7 OI 5007 2070 ORIG. 6/73 • 1. M 2?--O (r 4! /7sx W /4 '>&/ o. , A i 64 r X70.047 j Item Unit Components 1 Centrifugal Supply Fan 2 Fan Motor 3 Heat Source (Line Burner) 4 Control Cabinet 5 Hinged Control Cabinet Access Door 6 Motor and Drive Access Plate 7 Access Door 8 Removable Suspension Lifting Lug 9 Manifold Compartment 10 Observation Port 11 Unit Base I 1 1 I � ' '' 3 r + S tu' i I: uf itir; SlV." it• �.,.. ..„................_......,:... r I- r JI • �•" I HOOD SUPPORT SUPPLIED BY OTHERS r 1. J 4s, Inlet Hood Support (By Others) • The purpose of hood support is to support the weight of the unit accessories which are attached to the inlet of the basic unit. • The hood support can be made from two, 2" x 2" x '/" angle iron, • One angle iron support should be located in, or close to, the outer corners of the hood. The supports can be bolted to the hood. .r lyewAtt.l%ie. e.w.. »w.. • Dimensional Model DFOA Data 18 Horizontal Arrangement -- Double Blower With Mixing Box 215 218 220 222 FRONT VIEW _ c (SIDE DISCHARGE) 225 230 • The bottom of the angle iron support should be fitted with a base. The base can sit on the roof and does not have to be fixed to the roof. An isolation pad may be put between the base and the roof. I G FRONT VIEW (BOTTOM DISCHARGE) Note: 1. To permit blower shaft replacement. the side opposite the controls should have clearance equal to the unit width. 2. Min. of 5' for serviceability clearance. 3. Supply duct connection (by others) to be "pants - legged" from unit discharge. Model Dimensions A B C E F G H i J L M 215 3 0" 7' 10" 6' 5" l' 4" 1' 0%" 1' 7W 7W 1' 101/2" 7W' 1' 6'Yt." 218 3' 0" 7' 10" 6' 5" 1' 7" 1 1' 7%" 7W 1 4" - TA" 1' 101/2a" 220 4' 0" 10' 10" 8' 0" 2' 0%" 1' 1.55." 2' 41/4" 111/2" 2' 5W 1' 0%" 2' /1." 222 4' 0" 10' 10" 8' 0" 2' 3%" 1' PA." 2' 4'/." 111/2" 2' 01/2" 1' 01" 2' 3%." 225 5' 0" 12' 10" 8' 0" 2' 7%" 1' 5 %." 3' 11/4" 1' 21/2" 3' 1%" 1' 3%" 2' 7W' 230 5' 0" 12' 10" 8' 0" 3' 0%" 1' 5 %." 3' 13/4' 1' 2W 2' 21/2" 1' 3%" 3' 1" + S tu' i I: uf itir; SlV." it• �.,.. ..„................_......,:... r I- r JI • �•" I HOOD SUPPORT SUPPLIED BY OTHERS r 1. J 4s, Inlet Hood Support (By Others) • The purpose of hood support is to support the weight of the unit accessories which are attached to the inlet of the basic unit. • The hood support can be made from two, 2" x 2" x '/" angle iron, • One angle iron support should be located in, or close to, the outer corners of the hood. The supports can be bolted to the hood. .r lyewAtt.l%ie. e.w.. »w.. • Dimensional Model DFOA Data 18 Horizontal Arrangement -- Double Blower With Mixing Box 215 218 220 222 FRONT VIEW _ c (SIDE DISCHARGE) 225 230 • The bottom of the angle iron support should be fitted with a base. The base can sit on the roof and does not have to be fixed to the roof. An isolation pad may be put between the base and the roof. I G FRONT VIEW (BOTTOM DISCHARGE) Note: 1. To permit blower shaft replacement. the side opposite the controls should have clearance equal to the unit width. 2. Min. of 5' for serviceability clearance. 3. Supply duct connection (by others) to be "pants - legged" from unit discharge. • TRANr L 0 2 J W rL q Table W -1 — Outdoor Unit Weights (Approximate) 118 810 250 140 60 125 320 45 70 215 1180 470 210 160 200 586 80 150 218 1300 470 210 160 200 586 80 150 220 2280 990 275 210 250 730 145 215 222 2370 990 275 210 250 730 145 215 225 2990 1260 365 320 330 1006 190 230 230 3130 1260 365 320 330 1006 190 230 'Contact factory for shipping weight on models exceeding 50,000 cfm. Table W -2 — Roof Curb Weights Description 109 112 115 118 215 218 220 222 225 .230 Roof Curb for Basic Frame — No Return Air 150 150 150 150 200 200 270 270 300 300 Roof Curb for Basic Frame — With Return Air Downstream of the Burner 150 150 150 150 200 200 270 270 300 300 Roof Curb for Basic Frame — With Mixing Box Option 215 215 215 215 270 270 340 340 375 375 Note: • 1. For use with horizontal units only. Weights PLAN VIEW 24 Model DFOA Unit Basic Vertical Inlet Inlet V-Bank Mixing Discharge Discharge Size Unit Support Stand Hood Damper Filter Box Damper Louver 109 760 250 140 60 125 320 45 70 112 780 250 140 60 125 320 45 70 115 760 250 140 60 125 320 45 70 Unit Sze 3B Model R!A I.D. 109 -118 Dimensions 3' 6" x 1' 81/2" 215 -218 Filters Otv :Size A B C D 225-230 E 12' x 2' 2W F G H J K L M 109-112 3' 0" 3' 11'" 1' FAG" 1' 8W:" 1' 10" 5' 1%" 2' 8 3' 7%" 1' 9" 1' 11" 4' 4" 4' 6" 9-15" x 20" x 2" 115 -118 3' 0" 3' 11 1' 101/2" 2' Me 1' 10" 5' 14" 2' 8 3' 7 2' 0" 2' 2" 4' 4" 4' 6" 9 -15" x 20" x 2" 215-218 3' 0" 7' 71/2" 1' 10% 5' 41/2" 1' 10" 5' 1 2' 8 7' 3 %" 2' 0" 2' 2" 7' 10" 4' 6" 18.15" x 20" x 2" 220-41 4' 0" 8' 5 %" 2' 7%" 7''/2" 1' 10" 5' 5%" 3' 81/2" 8' 1W 3' 9" 2' 7" 10' 10" 4' 6" 25-20" x 20" x 2" 225-230 5' 0" 10' 1 %" 3' 4%" 8' 9%" 2' 4" 7' 2 4' 8 9' 9 3' 9" 3' 4%" 12' 10" 5' 0" 36.20" x 25" x 2" Model R!A I.D. 109 -118 3' 6" x 1' 81/2" 215 -218 7'x1'8'/:' 220.222 10' x 1' 81" 225-230 I 12' x 2' 2W ❑ INLET DAMPER ACCESS DOOR J Accessories ❑ V -BANK FILTER ....,.. 2 „rwet- ,�,,._�„ .,... Dimensional Model DFOA Data ❑ DISCHARGE DAMPER ❑ INLET HOOD B. 1. FURNISHED WITH BIRDSCREEN. 2. PERMANENT FILTERS OPTIONAL �\ ON MODELS 109.218. �y * 3. OVERALL WIDTH OF HOOD WILL INCREASE ON MODELS EXCEEDING 50,000 CFM. 4. HOOD SUPPORT SUPPLIED i BY OTHERS. �p 20 ❑ MIXING BOX DISCHARGE LOUVER 3G j ENGR, j7 t ,p 0 s REVISED GATE .C1 j e e p 2),d i9 - 225- AeilY697 4 C HECK / odd,d APR APR BOE/A/G • 015007 2070 ORIG. 6/73 e/A/A9 -7'/0/se OZ. f'rerepet..&nee)Z cqe0e) Gvae ste. f-hdp" vely O C/ 02 '02o°cC -S7eao /6f. � 6 ,�, '7 ` x, g ✓ G 2 , & 7 / ' ) . : / -35.� 0644 o _ /D6 / .Ax-/6.4 - 24. 64/ A.4.;40/ on l e 4 2 , ; L7x6" .< 2 .3 : O. 74 9z . /2 /2 S2GS G` - G2 - 2 SX 6.2J P<. J. o ' Igeet fdl gd r a G .2s / 1 k 0• /,,5'' . 1 A gaiy)e6(-Z — a40 .Za.S4.. ABS /4 : A'Oe/e: .geeorflid c4.4/ -. "440 _ p,36) C _ ..2.-i' /04 o,.r' (z..g 7" —. C°in deti4- 'v4 ,.$4,e, o.Sol /rartieG frkici= ? 7J, ►D ) D 9& = 0•,36 ,2.5 I ( J I5.Q47 ENGR. A 4ti4c/gy 6 /4f 7 // REVISED DATE _^, ,� ,. 4 Z ,t h oC. KGs ` r .640,4 -.22S . e>ui+/. ]4¢7/oN S V CHECK v /bo e9d -� APR APR BOEING • DI 5007 2070 ORIG. 6/73 tN /fr &uete, /A. /6 73 / - 40co 38 ` D• /G 9/. �. 82Sx 26 G • 2s O, /Bk. /2x, /2 Q. 26 2 , Q� / — a / Gu � "7 746 O , O /6 /0(24 as/e..< G2 2.2/4 Pc./ 2 74 _ 2 ,tam -, oc /2ac, , 5 /2 y . �� ' Dade /2 9 /0 97 .2..2/ /e..3 -cShJ c2.. ...(77342•c9D.3 : 3./6 is c ffa, vi &• /G 2.3/ /. s D , Aer J1 5.047 ( c►o•o%r r.G� "Jam./ / �' _ - c� /�M/!'t/�/ � j'�y� 7 w -" cry - 2- cAv 07+� Cwtz d,G l/ 71' RP'? ' 10 CL /9 '01140 OLOC Long la JN /SOB „V rYCV -4 Yg7vt7W ...5 - (ic'Q epe . . x Og. Y >rw X031-10 Qf J 31V0 03SIA3b LW:, W✓"t✓��al Iota ( c►o•o%r r.G� "Jam./ / �' _ - c� /�M/!'t/�/ � j'�y� 7 w -" cry - 2- cAv 07+� Cwtz d,G l/ 71' RP'? ' 10 CL /9 '01140 OLOC Long la CC FLAMGE TH -i RI r HOUSING I DISCH. ' i EVAS'E (OPTIONAL) UFTING LUG (T) IN EACH VERTICAL BRACE. NOTE 02 SE KI. HC A - --t221 HG "GA" GA. HOUSING. L L �� NSW it). 44 IO. y+} -88 -1 ( 51.81 H 57.11 v CLOCKWISE ROTATION, UP BLAST DISCHARGE" ' UBD' MOTOR LOCATION 'L' (LEFT) SHOWN. SEE NOTE 2 'DH" DIA. "NH" HOLES EQ. SPACED ON 'BC" BOLT CIRCLE. CC 0.0, INLET FLANGE DETAIL •TH GA. HA FAN 512E A 180 14,81 200 16.19 220 17.94 240 18.69 270 21.75 23.94 330 26.36 FAN Si2E HO 180 16,31 200 17. 9 12.00 13.13 14.56 16.00 17,63 19,38 21.38 HE 15,50 16.94 16.00 19.75 21.50 2.3.25 25.75 26.00 30.75 HF 14.83 18,00 0.81 0.61 0.81 0.81 0.81 0.81 0.81 HO 13.81 15.13 15.75 17.50 19.25 21.00 23.50 25.75 28.50 NH 12. 14.19 10.75 21.50 23.25 25.00 27.50 29.75 32.50 J 10.19 10.75 15.00 17.00 18.50 20.25 22.50 24.75 27.00 K 7.63 6,19 17.25 18.75 20.75 22.50 25.00 27.50 30.00 KA 240 21.61 20.69 19.56 16.44 17.31 12.19 9.83 4,38 2.0.75 22.50 24.75 27.00 31.25 34.00 37.50 103 3.36 , .3.44 3.38 3-44 330 29.31 27.61 26,31 24.81 23.31 14.68 12.31 7.38 3.56 0.58 0.54 0.56 0.58 0.56 0.56 0,58 6.00 6.50 220 10.81 16.81 17.75 16.73 15.75 11.50 8.04 4.36 3.56 7.00 3.56 7.00 270') 24.06 22,61 21.63 20,31 19.13 1.3.00 10.44 5.13 3.56 7.50 300 26.56 25.19 23.61 22.44 21.13 13.68 11.31 6.36 3.56 6.00 6.25 1.50 1.50 4.16 4.56 1.50 1.50 3,26 3.68 1.50 1.50 5.28 5.81 2.00 6.41 K5 RIF - RFF -23 HIS -20 1463- 24 0.50x0.23 0.30x0.25 0.50x0,25 0.504.25 0.534.31 0.6314.31 0.63.0.31 0,5000.25 0.63x0.31 0.63x0.31 0. 534. 3 1 0,634.31 18.00 19.80 21.75 24.00 26.25 29.00 32.00 L 10,36 11.25 23.75 26.00 29,25 32.25 35.69 39.31 4,3.44 Y 14.19 15.36 0.83 0.63 0.83 0.83 0.63 0.83 0.68 WA 8.50 9.50 2 2 2 2 2 3 3 11F 13.13 20.00 14.00 8.50 0.734.36 15.75 22.25 14.50 7.38 0.750.36 15.25 24.00 15.00 0.00 3.28 3.97 4.84 5.72 4.25 5.34 4.31 NH 12 12 16 10 16 1.88 2.44 3.15 3.88 4.69 3.08 4.31 P 40.75 43.56 10.00 10.00 10.00 10.00 10.00 15.00 15.00 0 11.06 12.19 1 0.00 10.00 10.00 10.00 15.00 15.00 20.00 34.63 35.86 13.75 15.63 11.00 - -- 12 50.61 13. 44.50 13.50 17.81 12.00 - -- 16 51,00 14.56 44.50 00 DO OF BC .8H C CC 0C DE OC OH DX EF EN EW FE FF FC FH FJ FK f? R yF• He- 2.1' 2.1 2.11 2.11 52.06 16.36 44.50 2.4 59.94 16.13 46,00 2.5 61.19 19.94 48.00 2.6 LZ90 +Z9V +90ZA t 00 NOS - 1 I M d O I AVO VIOdd WV'SS 1 0 l L66 t -LZ -S GA T � 1 L' K PLAN VIE FOUNDA1 MOTOR LOC L FE TM OU TLE NOTES 1. CW ROTATION, M CCW ROT, MOTO 2. STANDARD ARR. ROTA UNITS (UNLESS OTHER MAX MTR LENGr 3. STANDARD ACCE BOLTED ACCESS SHAFT SEAL, PU 2 2 2 2 3 3 4 I HOUSING --- i _:,_ l ' MA 1 _ SHAFT '`, , I I MA ID M MF I 1 -7 4 11 : )1, 'i L -I- L i + __ I� 13.V.5 S 44 I6.44 N. + s, 1 3 1< K K --KA L r 10.00 10. 00 20.00 1a.00 15.00 15.00 20.00 5 34.83 36.86 44.50 44.50 44.30 46.00 46.00 OUTLET FLANGE DETAIL (AVON, MOTOR P0S 'Z" SHOWN ROT, MOTOR P0S "W SIMILAR BUT OPPOSITE. ARO ARR, 9F MOTOR LOCATION IS ON THE LEFT FOR 'CW TION UNITS, AND ON THE RICHT FOR 'CCW' ROTATION UNITS SS OTHERWISE SPECIFIED). DIM 'FR' EQUALS MAX. 14TR FRAME I TR LENGTH ALLOWABLE FOR 4457 FR. IS 45.00 'AND ACCESSORIES: D ACCESS DOOR, HOUSING DRAIN, SEAL, PUNCHED INLET 8c OWLET FLANGES. FN 2 2 2 2 3 3 4 RTF -18 H18 -20 2.187 2.167 2.187 2.167 2.437 2.607 2.687 FK 0' fiI SPACES i 1L0 CA 7 7 7 7 7 7 7 SO RTF -23 H18 -24 2.167 2.437 2.437 2.687 2.687 2.937 2.937 1556 16.75 10.00 19.10 21.38 23.63 25.38 5E 7.00 7.50 6.00 0.00 0.25 0.75 9.00 "1344 OIA. HOLES I FC I- 44.19 47.04 54.69 55.56 57.19 66.44 67.44 T 21.38 23.13 35.1.3 1 FH FJ HA 17.01 10.50 21.83 23.69 28.13 28.75 31.75 TH 0.19 0.19 0.19 0.19 0.19 0,19 0.19 118 26.83 2 9. 1 3 32.19 35.25 38.81 42.63 47.31 V 44.50 49.75 58.66 57.88 59.86 63.66 64.38 NC 19.94 21.75 23.94 26.19 21175 31.58 35.13 MAX MIR 3267 3651 20.63 28.63 25.63 35.13 4057 4051 4057 4451 41ST FAN SIZE 180 200 RTF k HIB ARRANGEMENT NO.9F SWSI U TWIN CITY FAN & BLOWER MINNEAPOLIS. MINNESOTA 55442 JOB LOC S.O. NO. SIZE !CLASS CFM I" cw TAU CW TAD CW BAU CW 1JJ0 CW BHD 220 240 300 330 FIN SIZE 180 200 220 240 330 ROT fISCH rpm DRAWN: 8 -4 -92 REV. 8 -25 -95 DWG. NO. 80143780 CONT ENG/ARCH TAG MOTOR HP BHP T. S. O. V. ACCESSORIES REQ'O. n �,) C: 1 f ,.0 PLAN VIEW U JJ" FOUNDATION 40TOR LOCATION 'L' (LEFT) SHOWN CES YR CW (AND DTA INLE \X 'AN )LTE lAF FJ 100 1 1.00 1.00 1.00 .00 0 1.06 2.19 1.50 �. e6 ..38 1.13 ",94 �r 6 'd -r /290 +Z9V +90Z +1 00 NOS"1IM d 0IAVO HObd WV9E:01 L66L -LZ--9 1`4 1 II i a 1 O. 54 OM. HOLES. OX I I I A mn,16 I HOUSING --- i _:,_ l ' MA 1 _ SHAFT '`, , I I MA ID M MF I 1 -7 4 11 : )1, 'i L -I- L i + __ I� 13.V.5 S 44 I6.44 N. + s, 1 3 1< K K --KA L r 10.00 10. 00 20.00 1a.00 15.00 15.00 20.00 5 34.83 36.86 44.50 44.50 44.30 46.00 46.00 OUTLET FLANGE DETAIL (AVON, MOTOR P0S 'Z" SHOWN ROT, MOTOR P0S "W SIMILAR BUT OPPOSITE. ARO ARR, 9F MOTOR LOCATION IS ON THE LEFT FOR 'CW TION UNITS, AND ON THE RICHT FOR 'CCW' ROTATION UNITS SS OTHERWISE SPECIFIED). DIM 'FR' EQUALS MAX. 14TR FRAME I TR LENGTH ALLOWABLE FOR 4457 FR. IS 45.00 'AND ACCESSORIES: D ACCESS DOOR, HOUSING DRAIN, SEAL, PUNCHED INLET 8c OWLET FLANGES. FN 2 2 2 2 3 3 4 RTF -18 H18 -20 2.187 2.167 2.187 2.167 2.437 2.607 2.687 FK 0' fiI SPACES i 1L0 CA 7 7 7 7 7 7 7 SO RTF -23 H18 -24 2.167 2.437 2.437 2.687 2.687 2.937 2.937 1556 16.75 10.00 19.10 21.38 23.63 25.38 5E 7.00 7.50 6.00 0.00 0.25 0.75 9.00 "1344 OIA. HOLES I FC I- 44.19 47.04 54.69 55.56 57.19 66.44 67.44 T 21.38 23.13 35.1.3 1 FH FJ HA 17.01 10.50 21.83 23.69 28.13 28.75 31.75 TH 0.19 0.19 0.19 0.19 0.19 0,19 0.19 118 26.83 2 9. 1 3 32.19 35.25 38.81 42.63 47.31 V 44.50 49.75 58.66 57.88 59.86 63.66 64.38 NC 19.94 21.75 23.94 26.19 21175 31.58 35.13 MAX MIR 3267 3651 20.63 28.63 25.63 35.13 4057 4051 4057 4451 41ST FAN SIZE 180 200 RTF k HIB ARRANGEMENT NO.9F SWSI U TWIN CITY FAN & BLOWER MINNEAPOLIS. MINNESOTA 55442 JOB LOC S.O. NO. SIZE !CLASS CFM I" cw TAU CW TAD CW BAU CW 1JJ0 CW BHD 220 240 300 330 FIN SIZE 180 200 220 240 330 ROT fISCH rpm DRAWN: 8 -4 -92 REV. 8 -25 -95 DWG. NO. 80143780 CONT ENG/ARCH TAG MOTOR HP BHP T. S. O. V. ACCESSORIES REQ'O. n �,) C: 1 f ,.0 PLAN VIEW U JJ" FOUNDATION 40TOR LOCATION 'L' (LEFT) SHOWN CES YR CW (AND DTA INLE \X 'AN )LTE lAF FJ 100 1 1.00 1.00 1.00 .00 0 1.06 2.19 1.50 �. e6 ..38 1.13 ",94 �r 6 'd -r /290 +Z9V +90Z +1 00 NOS"1IM d 0IAVO HObd WV9E:01 L66L -LZ--9 5 -27 -1997 10:21AM PLAN VIEW FOUNDATION OTOR LOCATION FJ 7.00 300 3.00 3.00 3.00 5 00 500 0 1.08 2.19 3.50 4.66 6.30 16.13 9.94 ES ' ROTATION, MOTOR POS 'Z' SHOWN )W ROT, MOTOR POS "W SIMILAR BUT OPPOSITE. fANOARD ARR. 9F MOTOR LOCATION IS ON THE LEFT FOR 'CW )TATION UNITS, AND ON THE RIGHT FOR 'CCW ROTATION UNITS INLESS OTHERWISE SPECIFIED). DIM 'FR' EQUALS MAX. MTR FRAME MTR LENGTH ALLOWABLE FOR 445T FR. IS 45.00 ANDARD ACCESSORIES: )LTED ACCESS DOOR, HOUSING DRAIN, IAFT SEAL, PUNCHED INLET & OUTLET FLANGES. FROM DAVID P WILSON CO 1 +206 +462 +0627 P. 2 Mn HOUSING I_ L HOLES MA r f'K 10.00 1000 10.00 10.00 '1501. 15.00 20.00 S 34.63 30.66 44.50 44.50 44.50 48 00 48.00 OUTLET FLANGE DETAIL FN 2 2 2 2 .3 3 4 RIF -16 HIf7 -20 2.187 2.167 2.187 2.167 2.437 2.687 2.667 FK I F01- FN SPACES • 600' GA 7 7 7 7 7 7 7 SO KTF -23 HIS -24 2.187 2.437 2.437 2.687 2.667 2.937 2.937 L -- - L ti 3 i t �--KA T 'L' (LEFT) SHOWN GC 15.56 18.75 54.69 55.56 57:19. 65.44 18.00 19 19 21.38 23.63 25..18 SE 7.00 7.50 8.00 6.00 8.25 6.75 9.00 H 44.19 47.08 67.44 T 21.38 23.13 28.03 26.63 .20.63 35.13 35.13 1 • FJ yi et HA 17.81 19.50 21.63 2169 28.13 28.76 31.75 IN 0.19 0.19 0.19 0.19 0.19 0.19 0.19 118 28.83 29.13 HO 19.94 21.75 32.19 23.94 35.25 26.19 38.81 28.75 42.63 .31.56 47.31 35.13 V 44.50 49.75 66.00 57.66 59.68 63.66 84.38 TR MAX 14114 3261 3651 4057 4051 4057 445T 445T FAN SIZE 160 200 CFM 220 240 330 FAN SIZE 180 200 220 240 LOC 270c 3C0 0 330 RTF & HIS ARRANGEMENT NO.9F SWSI TWIN CITY FAN & BLOWER MINNEAPOLIS. MINNESOTA 55442 JOB S.O. NO. SIZE CLASS ROT DISCH CW TAU SP RPM ACCESSORIES REQ'D. CW TAD CW eau DRAW 6 -4 -92 REV. 8 -25 -95 DWG. NO. BC143760 CONT ENG /ARCH TAG MP MOTOR BHP T.S. 0. V. CW THD CW SHD 1 I I 0,58 OIA. HOLES. ox- I B I L A NIG<ES _ .,___1 5 -27 -1997 10:21AM PLAN VIEW FOUNDATION OTOR LOCATION FJ 7.00 300 3.00 3.00 3.00 5 00 500 0 1.08 2.19 3.50 4.66 6.30 16.13 9.94 ES ' ROTATION, MOTOR POS 'Z' SHOWN )W ROT, MOTOR POS "W SIMILAR BUT OPPOSITE. fANOARD ARR. 9F MOTOR LOCATION IS ON THE LEFT FOR 'CW )TATION UNITS, AND ON THE RIGHT FOR 'CCW ROTATION UNITS INLESS OTHERWISE SPECIFIED). DIM 'FR' EQUALS MAX. MTR FRAME MTR LENGTH ALLOWABLE FOR 445T FR. IS 45.00 ANDARD ACCESSORIES: )LTED ACCESS DOOR, HOUSING DRAIN, IAFT SEAL, PUNCHED INLET & OUTLET FLANGES. FROM DAVID P WILSON CO 1 +206 +462 +0627 P. 2 Mn HOUSING I_ L HOLES MA r f'K 10.00 1000 10.00 10.00 '1501. 15.00 20.00 S 34.63 30.66 44.50 44.50 44.50 48 00 48.00 OUTLET FLANGE DETAIL FN 2 2 2 2 .3 3 4 RIF -16 HIf7 -20 2.187 2.167 2.187 2.167 2.437 2.687 2.667 FK I F01- FN SPACES • 600' GA 7 7 7 7 7 7 7 SO KTF -23 HIS -24 2.187 2.437 2.437 2.687 2.667 2.937 2.937 L -- - L ti 3 i t �--KA T 'L' (LEFT) SHOWN GC 15.56 18.75 54.69 55.56 57:19. 65.44 18.00 19 19 21.38 23.63 25..18 SE 7.00 7.50 8.00 6.00 8.25 6.75 9.00 H 44.19 47.08 67.44 T 21.38 23.13 28.03 26.63 .20.63 35.13 35.13 1 • FJ yi et HA 17.81 19.50 21.63 2169 28.13 28.76 31.75 IN 0.19 0.19 0.19 0.19 0.19 0.19 0.19 118 28.83 29.13 HO 19.94 21.75 32.19 23.94 35.25 26.19 38.81 28.75 42.63 .31.56 47.31 35.13 V 44.50 49.75 66.00 57.66 59.68 63.66 84.38 TR MAX 14114 3261 3651 4057 4051 4057 445T 445T FAN SIZE 160 200 CFM 220 240 330 FAN SIZE 180 200 220 240 LOC 270c 3C0 0 330 RTF & HIS ARRANGEMENT NO.9F SWSI TWIN CITY FAN & BLOWER MINNEAPOLIS. MINNESOTA 55442 JOB S.O. NO. SIZE CLASS ROT DISCH CW TAU SP RPM ACCESSORIES REQ'D. CW TAD CW eau DRAW 6 -4 -92 REV. 8 -25 -95 DWG. NO. BC143760 CONT ENG /ARCH TAG MP MOTOR BHP T.S. 0. V. CW THD CW SHD ENGR. CHECK APR AIR REVISED DATE BgrAFAMAG PI 5007 2070 ORIG. 6/73 J15;047 I' L1004111" N CL/9 '01 1:10 OLOL LOOS ICI „V [00- 9,-Jx20 9/ � / �' � x�p �� ( / MO3HO Z �f � '• 31V0 0351A3M o�`� p 1 ` 'V9N3 L1004111" N CL/9 '01 1:10 OLOL LOOS ICI EHGR. V Jp REYISE0 DATE Q /Box. .5:44.."16 /� , 4 I V (i Y ?W/I6 / ©U/1/ >>0 ri_o ^/ 8 CHECK / an =r6 /6 �d APR API BOE/AVG 9:ui... , .,` vein•: LAkiRvM�. nxrw ..,a..nr.a:w,:..:,+,......._. «.... .v.ew.+uLtisrct. DI 5007 2070 ORIG. 6/73 6 - 3. oaf /de re)ote. /0/ ror , d)etc-7 1- e 3ac /els 3,300 As Cn'h . 9:7 x'42 k 2 4'o k:t< ("7-geZA1-_Veis) S2c`�Lr+c'c. Ai .e.2 s f� : o. 3 Pt o. As .< / o x 3.6 A774. ? 1-/ 9 G A4x /6r .4c - .274,4 ( C z — 1 1 9 A " 6 ? - 6 ) 4 u e- cue 2 - � v -- /2.08x 9 5 3• ftr l Qdecenle. GC Qp�.,sari�r, / /.J o 0.60,•a Ge° , 4ie-+4 / ,P G cilonJ 6v7h1 %J /4 679 - Z./0a W ei .5/ 6 ph. 3 .6 .0. 7 ^. 65` -`-S ,geo'e- .)7 . / - . S - A 5 -< _ P G7,_. M•o/ PLl' hie 74. J15.047 ENGR. -4424 5 -3a REVISED DATE / 7 - 4 ,S/A �f� G�i GE GGoA/& / 9 CHECK /6 iv A ►R AIR AM E r AKg • DI 5007 2070 ORIG. 6/73 sue/ -fit Mkt., . s`9-.i f/ f 60 i.6 ; c�rri� ezo-e Mi) . �: 6x/ S} = O 0,o0ye • a•6C- e,tAut. - re- ,29 .t✓'Ar'r !cu , . c 9d5. . { /531/1" 9 8 ,ke.936-4ap, If ,a- e /• lacy q'i / S7.-g/- x '74 -t2 eaZ : u = / irx 96:9 o .kur 3 ~ GAY C ,� co4ae de 64 .56 32• .I/ Z/x<.rrfc = /,S.o acE) c N.,-,.4'& •C& - 63 o 'e, 6-c 2 s /2K 32r 62. = 0.5'6 -�. 4 o o e 2,, act , d / ; /723 ---n arm •sue , oslo /t A • S > t --� o• od /e?cc /2x' .: A 77 ,; ' .1 I0.047 ENGR. /) 94/ A 00 REVISED DATE R �,„ I/'j ` a' � ^''� C7 e.ovE , ebv b,9 r /oN CHECK ��[ y� /�oiip'6 -W APR APR 49'174/A/G • DI 5007 2070 ORIG. 6/73 , /57x z 7a 2.c. `Mu) = 2 loci o� l2.� �2• 9�.3.�. 064'"x49.3 ; 47.9 _7. 62.t < 44 9.t. a 3, ,?ac S7 7 i2 -& = Sat' < ot a 3 . /6. set.. Ccrae,,.< ' ..� _ /l, 6. 28 . G4e avei 47 A476 e..Z.- = B 4 4.7 S affa-u44 -G� G►J�iS� �1-lu.�� .216 S l/ � - 9 .sea. !2 / 9/ a.„ ri 26S" 4. .�. J10.047 .J :?iG 7. CH CX A?* API 01 3007.2070 QAIG, 5/73 .2 ow l "'''" 1 ..or '1VF T = iE OAti ,v 4.16 H .1917E /A/V 3 /4x� - s 1 2 Lawww Afro 1QR E O1 -3 1//,w T If E be 9 PRdJE:IQN YP) (O U t ) C OMe 'ETE re. ASSTAL ( TiR4PLAC ES) // , 4oceG ad p 3-28-199 1:28PM FROM DAVID WILSON CO Hi-20E+482+0627 FAX TO: C- P-ei COMPANY: 6 1, 2--cr FROM: (John Wilson DATE: RE: b s V PAGE(S) INCLUDING THIS PAGE 5 er,-.4-1-9. DAVID P. WILSON CO., INC. Manufacturer's /*Ins P.O. Box 1631 925 116th Ave. N.E., #117 Bellevue, WA 98004 PHONE: (206) 462-0624 FAX: (206) 462-0627 3 e.v .7a), V VcA rZIL. ; 1. ( ,s 4,4s S. ----------- • -# /sb 9 / e.4 "7 40' (0e•—•0%- 4 -;t ; / 2, rac) e ?ye 4;..,.42 4' 2 J Soo - !es - 7C F 2P. 3 c..( ,s_s 2 ;==) L40 ■ 44--/ -4 e, " 742c. 447 , ÷ (..S z .fir, ' /Gelr.a t re 4 t f1P;■ ..c. ; b i�il�Yt ' A'a^xtW m, �m. wwu.+.....,.. .._........_.» ....... ......._� «..++.._r...• 28 -19 1:30PM FROM DAVID P WILSON CO 1 +206 +.62+0627 a 10 17 1110111111 v H ..014111 I.p IInO 100011 w 1.31 000 1774 '671 1M 104 q 7.00 1 020 6600 61.21 1730 1700 14 00 1• 1 • 700 101 040 1 110 I O m 11 90 0 1170 , 7.10 1731 1 53 in 0 Y�� 214 1 1 h 17.25 1 112111111 1 010 17.0 I� 4.74 414 =I ® ® ®® 1710 14.00 19.10117.00 1460 1470 N00 101 1J1 141 - ® •_ - 1110 ay 1410 ® 3400 n.20 7100 1.400 )0 ® ®® 1A/ - ® - -- 14 . n 60. 1430 Isis 77441 1.71 III ®®®®Q���rs SAO ® 11. 00 6.00 71 m 7.1• ASS 60 • -_ a 741 � �� �.' 7..70 7400 1•.00 a 1 7 0� f 0 ! 0 71001!40 MIKE= 1 � w © 23.04 74.11 27.00 77 .00 11 30 BM 7150 1.77 ® =� 7100 7 // 23 10 !0 X � 2 � 5 � .6 7 77 � a 7 71.34 1447 7 =K ��� }}}•�7�� 77.00 7 't `/ _ __ _ _ EUM IEM 3"12 ':1' ®� 14 .017 I0� ®iG�WME 7730 I� �- 20.7• �® MOO 1000 3100 m® 71 7 0 3 11 00 70 7 17 14 I• CC CO EE FF CC IIII I II 411 7.17 1 100 100 1000 1100 10.901 1.10 ,U IOC IL IN NN 00 PP CO /. 1 Y_, 6 111 14* I 1..00 1430 14 .■•■ _ ■■ 1.00..1 1- F G 8 ( 4/ 1 1 "0. R43 r 11 04 • 11><i1 010• .30 MOM w17 MR .1�i11daT.y�.1LwJ'iII�:fn.hi a Q& 1 'tar "KAN P01 912!' 472 SD' 41• .....PAN ti1F3' = 04317 019C4/Ra S( 0(1A11. • A - 7 N 0 0 R AIA • .ET RR 101. 1 451 . -. Sal S ■4 -• J SS r - -- Q I �1 4 .11117 PLOT R.1N 1411 5770 10 TO IS -+H H r" 3 4000 L. ON ,,,,,, MR OU1tE7 C 1 .1 U 1w- E r r I n 7' 11 Ci } ENGR. ieaV �b f REVISED DATE ! IA Ata� .�/S7'C.oLC.EToR �uvd�9T /1r AJ Ij� • CHECK yyrr�� /6� 19G../ APR APR DI 5007 2070 ORIG. 6/73 q't P9 9 " 9 " a+ a.1 7XZs a G� 7 4/• 2 Lir 4 4 reh cS, 74) Ac ' s . e . certe Q ke4A.. eta- 2' cup t ff P f " ANCHOR � BOLT-3 i LoNG THrDED PROJI�T1ON (TtP)(16 REQUIRED) *4. 11E 3" -1` -6 xt'- 6'xb'' NIGH CONCRETE PEOA TAL TYP 4 PL4c s: J15.047 .,/ ENC*. ,.. REVISED DATE xedGat. 4::::e. s 7L�� . uS 7 coLtCC7o e ,rau.4/W?a,'/ /3 CHECK /641171f"19 APR APR APR BOE /VG 3oLS - oteiyth = , goo. /4t i4-e0 /a/, - 44 (Po /68 62.3 aC D, Inc* /o x r 3 = A /e7/. ane2. _ 9<e> k 7 -G r oc /i' Aee . 4if07 / .ce.- c ion, =Sox /7a x.26 9 : 3 96 04 62c eL — /2X /0 .2 e0 49/f "dine _ /2-ok/o.oka?.o40,4' 2 ‘9 .a ,� 015007 2070 ORIG. 6/73 S; 280 /63 &Arm 2 .3, 96 1‹.. // ,e-eGe-r)4)'e-e'6/ ,165. z A e ",5 2 . t o v e 4z/-,3 a. 6 J15.047 ENGR. k ,, REVISED DATE f e _ /� „/ �-46 =P�CO �.C1 ea7 er, 44ec To.e - -0�tidA7 /QN CHECK �y 4 y n /604% -oo APR APR BOE //VG ttn- ;�,i�•a:.':fi�'k�: YGrF4'! < :;N%J.x r(+. ra.+.....,,,....,, ..:W....,.._.,..w. 1,41704 xvm., »n. :.. DI 5007 2070 ORIG. 6/73 .5 /e4k, a 4/ 3 �' f„ �°OC " ^ a, /2OC./o / Aresseare. M = -4/4 7 _ 6 a( /' 25 . - C1 /3 tea/. i"Z K/a /O e .4se At -e.ce_ ,...o A 7x o. k5 A Ca, 14" ,Zsr,.t y G4./3ce. -- /k.`� - _ / : a .9n< 9 2 ay 2i �.:Perr) Merin 4N4 ?z, /6.5%t , S /a /eg4Ve.y -%zazz.r Ate, J 96"ws v >ei.gav' — 7 /2 i cam, P 3. ;fiVe.4&• / s �� r��,•cer 4/.3 oco. ms's. 47,ac y' - X z � , / 7/ s' .J 6-047 ENGR.i� / xEVISED GATE /'� .�_ d �� /� .4e4 c. aR •4+c1sAT /a 1 1 / 4 1 /5 CHECK ©QO /6 VO � AIR AFIZEIAW -Y• CI 5007 2070 ORIG, 6/73 4 ... 'CA J 1 00047 rFARR •COMPANY Saies'Offfiices a soit . 821ti7, LOS"MI 'gel: (213) 7725221 Telex: 664378 Fax: (213) 643.9086 500 S. MAIN ST.: CRYSjAL'LAKE' 1L:60014 .•" :Tel: (815) 459.6600. Telex: 270389 Fax: (815) 459-5390 ,;loriesboro; AR O like Havisu'AZ O Corcoran; CA El Segundo; CA' O Rtaito,'CA b ny; GIB +; .l 44.C a Core 1 O g i. WAD Antwrt _ • �oral , C�ane d •` " - �� `n<i ••n: . o• Fa`ri Ddky rug research, dewkaprnenf prgd�f to w find +cMk u aUa althout tpllcs. /AC* pii7YatN hree bwi i9i'sl • V 4•;C?.[ ',.'- • • 1 "Y.•.i Cti •∎••.. � 'r: r.V fe� 4.. `4fr OtO '1. '• t �!'�F:'ti i . . � .�:K'+�.i... .....+4.t.c.fk:•J ..ta..r. ».. -•.r'�:4 o..v..: . N All access doors and compressed a s:sT e i r surgetanks on . 1 7S :j • ''' -,7 ..;°.; i;$�i N 2 ,:lough hoppers avaiiabie for screw conveyors on all ::." . �.a441^ ... ultlpie:hopper 5,r' -;..1: -. E•.' .fs•L `' ..z•:7.1 � :1 s • _ • Y M� 3 Specif cations and dimens u J G ` ° • :: • ,,.. :y -...4,, ions s lo- change 24. :, . �.� : � � • • y ; i �; / "• � .w . � Wt W ho � ut notica.'Oinierisions are appio dmate: •r"- -y r ... ` YJ .i'•cj,f W � ..i�7 h Ri 5 M•i .. • ••'�- ..�..+ ?• - 7.... '04.3 � y' . iVf �hs a 44- =.�"'`..•.�.reggi *-- •w• n+....' rto-r hgcpe and structural su pporYs._?',�;,,.�„ 5 letric`dtmenslar s' nil welpht have been m tided oft from..tner� A iEripflsh eQiiivaMr►! to th. nearest while Nch for canvenlenCe 9 ; ; ri•Mstiic dtmenslarts` wtthk factory tWeranoe, and foiirided to ttre tc;.,,nairvat 10 F ;:Front � Bad - �. T • ; ,.'�� r r"��1 i DEVELOPMENTAL CENTER BOEING DEFENSE& SPACE GROUP STRUCTURAL CALCULATIONS FOR RELOCATE BOX SHOP EQUIPMENT FOUNDATIONS AND DUCT SUPPORT BUILDING 21 -04 SEATTLE, WASHINGTON JOB* 160086 -00 CALC -3 June 18, 1997 Figured By: c -" l 061 . M. ABD1 Reviewed By: Approved By: W S. RANGARAM EXPIRES 12/11/ 0`'- EHCE, M Ar, 0 I 62/c7 REVISED DATE n `y c ^ I ? 7 �+ CHECK C , � , 1 0000 iS69- 0 A /I! API BOEZVG A.) DUCT s uppdiCr FO- w ,t, 4/0(e... f to f (6) 900 sL)pp 4cT 1.1 )Loo: F LA4 c, I/�t lol l- PEriETQA -7 414 e" D) Poor &Le:. AAA J S i5 CI 5007 2070 0 RIG, 6/73 !ca .J16.047 ENGR. mi r 4 /17 REVISED DATE ^, (,� La _ VT� ! /ux al -O L ot, 1 -4 ��1�a4/ � OW CHECK AIR APR BOE//V 5646 1)64 'T' 51"P(kfr:t rnr• jvt¢c.kani a `puct 0(1 of QQ ?grid - ( e I r . by 114 -S • w oo c STrualh•.� PdA C". Svf Pd� h cc j oL. V O4UYYVVS - +�c1105e.Ci b4 n p4A.LLs • La r.g),,ST►' s� .. of s tw06c c c. clam. (AAA DI 5007 2070 ORIG. 6/73 5 s N1�C• 14 ea-1 C,r14p)%-• w ,n ci. A cru/ , ►OJT or u rl l Ou S .,i S4 2S p$l J, a -c.7 ENGR. 0/, 3O I CO / ? REVISED DATE 1261 a 1-aLI j , / / } Gp 1 7 `1 f ( I- y Uq J(00651400 CHECK APR APR BOE/NG u&T 9 p cT ►..0 a, i/ FL Y . Fe°1 0 c T t 4 4co 0 u cT 5a ft-f Sapp1i' Duct' �7ww o 7 L c-' .�. DI 5007 2070 ORIG. 6/73 S ) o0o CFrvl - mg. orI DLL- U 14 IT, Du Sop pcl a) 7 cI ro l I I ' y -- 5Sa '*' 07 poin 1's a w 1 psf f L Turry OJGT 4v aA, pa el any S)pp o r 1 tL $e,1 "4.9.—. c9... ( ,c I' 1.1 4- l (p'`I 1`1.2 P S f-) x . (1 x14 ( Ce, 0 0 -/5� 42 15 ( 07 r o ►� flaur,d 1.4 gtetia 1 psf Ny14 4) x�x�i �. boo# D 4 -rd &pl , E r 4 if X (1-142 p s f ` oag - r5 ?or' o4veit4 a.ciA J18.047 ENCR. n 'f ,A j{� ( ] 1 REVISED DATE pE-LoCik7�' ( 91 -ovi 66X S 1.4,0f /( � c/ v 1- 1 y a 4 te6 1 651040 0 3 CHECK AIR APR ANSPAVAW 822 COLUMN -� 19S 195 / / DI 5007 2070 ORIG. 6/73 A � S509 822 MECHANICAL UNIT OUTLINE --� 136 g /9 5' 19� ` HINGE 2 � T / • • 19. 822D (33 . .r I/2 HILT! ANCHOR R00 _13 & HIT HYI5O ADHESIVE \y 4-1/4' EM3EDMENT � 8104 ANGLE - (T') NOTE: FOR DIMENSIONS, SEE MECHANICAL DRAWINGS. 0-35 DUCT SUPPORT— PARTIAL PLAN SCALE: 3/f M 50 3 5 O 519p Doer 822 COL1.044- --�,... 'j5 31,0 \ ` ----_� J157047 EHGR. m. it601 617 REVISED °ATE i z� I Q ^'_ ::,,, 5H.� l• Y I ' ' a/ C) V'L 1 -� Tit 4 /G068'4 0 00 � �� CHECK APR AIR OPLEOAW iZ 1 = P-1 (z, = SL1 bq) X90 f 3 •S 01 5007 2070 ORIG. 6/73 s-e- 22 D roc t.s�7t° 02.• h T X133 t tgs' 4' G' iz 57 s �><c� ' _ 3 (0 Ib,f+ .--- (�2ZD rit X(,33 <15,17P x1,33 I -- 1< 310 4' 5 4' I t.�.� rt oo 11..�-� o Is,�7 x( -3� ° IA- 6/043 fa 5" 115 � l r5 1 F-2 J15.047 S � JA/ /�70a >,w k- 1-)'sa 19 ,,[ d of S /(scV _g-1/2901-37/ 114IY II09I4 O 5, 0 4 a t /I #. 7 7 31V0 03S1/011 03S1/011 J L 1/' I 109 '119N3 LPaol r /Q/ n'''v S," 5 al L rJ. -7 L Jddrr , /� - 1 ,5' 5 • r -pd L- 7/S • V ? / jqd e•tii =1�^ CL /9 '0I121O OLOL L009 ICI p j on d ,, th r / r od-A-0 / h oO 6b r Vz mod_, r (-6,-.6-t"o j dns , J , 7 nd d a de t �' 1 '- ,Q- I d? C J- t�G► ��Z� ^M° j , -,r c i_ana 04 n ZZ Itobt'S _eaur . '17 - 71 2 /r4 $ 4 .0 hn - vrd, o•I = I g ar'D Zti .9g = 1b61 ENGR. (Y), ('''J 0 I 0/97 REVISED DATE eti z:Lops r t - 136X l 5 ).4 Fa6 ocotioao CHECK APR APR C-a—`4-- Wl 9 oisl)paPIJ uef^T r � ' 7� 5 0 s p �° sfre T_c'(a.opLf)- tjo ai f � 0;(144, La k cL . c,,, = ,7a (/0' -2.$) 5Eisrv1tc- LA DI 5007 2070 ORIG. 6/73 sqc 330 HPT CmAicri- 8104 ANGLE 3 1 /2'P/C CONC PANEL OVER RCLL- UP 000R . (ria X , 6 ) 4_ of 1 )4.1 — q. N I V 1 . 0 Sf /, I 7, S' 1 a)DL-f(AV- Lb0 +IS"o =330 * V 33 J = S A Cot- M 2 to +—^ 5$o () c, --, 5`to ? It 33° _ ( -Q = k. '522. - Vol 4e ) C.0 33 cl- I / ? u `' (4 ( l,n HLr (so v/ 1 1 : s - 3 ) veo ¢ STRUT 822 (TYP) �•b �s - ��`1P1F (6o/0 22• DUCT. SEE *CH 12 GAx2 1/2' a 2Y -ID' 1/21 8q.T & NUT MP) 00 fr f r( G. Use 0M fiat d. STRUT 1322. CONT. AOJ HINGE. PIP•2ENOS W l ()ol �P- gLpeewP = .3:44 24./5 w =.�S� =7 pu .115.047 ENGR. M, j O I c 0 7 REVISED DATE � �9� � )..4) u 6 S "GIO ci. 1- `i d,,�/� �` 1( �� � CHECK AIR AU BOE/AW 7 L f r 41G+'�''fC. (LVi l�zikriai2?1747Y /0"W:a.4,..n.a 1 5-0° 411" /� � /' ` TI ,�- S T N t - / 5 0 , - I („so "1/4S - H. S 14"5 < •75 x so cg- 41 0 7 lakQLS J T� a, q, DI 5007 2070 ORIG. 6/73 Ibo t 155 ( (05016% 6 r 3 1(3 "- V -10' SECTION SGuE Sf4.1'.4 s. 7s"'' 75 lso�' • OIYENSON AND /CR'!EYATION TO 8E YE IFlED. So W510.1 M10L5507 NUT (TYP) STRUT 822. CONT 8634 ADJ HINGE. Tr? • 2 ENDS .115.047 ENGR. (y),* 0) 97 REVISED DATE n EL . T .- /j 0 / 5 *I \� � ( J ', ` , ' � � t� a I-- -I L I" 1 orb l�y0O��Od0 V CHECK APR APR BOE/AW g k ;TJ )rs- • duGI s 1.0; ^1 15 oL 604-40 tcAci, DI 5007 2070 ORIG. 6/73 to' ),i- ( goeft ,e. Cf,5 5 dia ::// h .7 S a.= I'S re =:3x I x 1.CA 2-•° - To c,vi I i , 2 . 7. - -0. 3 ix,F-(157 - 1.615F /- tr.- 3.) 5Jep - roc k.Q.cfseepv Du ch a DucT 5upp- t ,t 2c 54(4 A to' tr. t b?"` & 1 r ( ' $� A C.17, Ad) pE - Q= 13 1" x �2 14v5 y 111 ( ' 4 1611 4i) +2 . I( x( )t) N1 b fzd r 1, ?7s7 X Zx I.113 r 2.`fl .o$ Zx I•118' J18-047 ENGR. M1 46D ( (O /'I? REVISED DATE ( sr•C•' d) (3 LJ �I` ��/ �� ��' /Y I p G ` l l CyL I "Li da Y I(bc6(aO0 CHECK APR APR BO.E/A/G 7 i4jt- r,.`•t Y.:: t? At�fia� ,s`&�SiL?7iY40II.7�}rh.ni.0 T00 22' -7' AFF (T00 18' -1 3/4' AFT 3 I /4' 48/50 DUCT ( >w 01 5007 2070 ORIG. 6/73 1'-0' 6' -0' STRUT B22, CONT. STRUT 822, CONT. (2)62218' LONG SHIM OVER COLUMN .,§,22A4 POST • 8570A POST BASE 11/(4) I /2'1 MB KN1TK 8OLTx3 1/2' f YBEDMENT DUCT SUPPORT FRAMING SCALE: I/x ■ 1' -a (to -o oc YAK SPACING) S508 T00 22' -r AFF 48/50 Duct 1.. Fr -17o# 3 1/4' -.., I/2'$ HR.R ANCHOR ROD k HIT NY150 ADHESIVE x4 1/4' D148E014311, (T?) STRUT 822 (nil -- 8104 ANGLE (TfP) • STRUT 822A (TIP) 1' -0' 6' -0' ' f , 0 a p STRUT 822, CONT STRUT 822, CONT. C>> 10 1 /2'/ HE.11 ANCHOR ROO k NIT HY1S0 ADHESIVE x4 1/4' EMINENT. (TYP) — STRUT 822 8104 ANGLE (1w) STRUT 822A J10.047 EN" 01 '4601 q2 ? REVISED DATE I?.:L,©r/ rE" /2., 5 Red(:) G �/ �` cio 1T fl P u"' CHECK APE An BOE/A/G lb td /r, - 1�� = Ii4.1 <ADD c F 22 Ait N 5 Lb 511. � r a I Dv GI S =1ol ,�saP�f seiv 225 as" = 5 (72 r 03 � I x_ `..5 >� Soo :2251° P i °O + 190 1 3 - 7a a P,. 5°Z —(a-0 =130 s a I +t u grila Ci ( /3o xto) -t 0 1 ° X (0 ) 3 , TZ I'{an- 230 - / /CIO U2- //7o /a - ..s 8 s .55 5 ° - - 85f t b9/1_, 01 5007 2070 ORIG. 6/73 ,V.00 - Q -cei P 5, (02CA rav /1170 „I- 014:° Z = 13o° NIZ (cz�ci. 1190 T— 5 0 5 �3 Sb � S /3 (Pr �ti�o� /15:1/15)% $� - b3 t 1300 = .32 <1 �k 15.047 EN6R. (n , , '0 I!Q (5'7 REVISED DATE n � � � a �/ S \l iGIIP I ` I J" (� o ,� 1/ �' (,� I — d L V CHECK A " APR BOE //VG I I pueT 5LJppd — Fggpi clL sye t Ji` DI 5007 2070 ORIG. 6/73 raaf LoAd 1206F F2hrY1 r t U _ C brgv._.. ps p,f 2><10 ?,� v.c. o.b Psf \ • �s f 61. ps-F N1 E 2,0 ps �� cry,. ge-a" sprI'laa4^ lMfr ) qv, b-, du l.„ S G; AV? (g) a "er t CO 41 f c i) 6 "cf C 2 3.1W).(1)(0.6 pi -0 - + p( -') (Hp p(,f) 5 p LV (p•5 p1-f) 'per 19' O re iJJ,T Jr. f DacLs WVLicl,) 4 i••2� 1,2..); 4,r (G, J$2.1 is 1 F' = Pl-f + 31.3 pt-P ) �. � 5 , pc) [(5.(2, � � •2 /2� s t 0.047 �.J ENCR. pi) I 44)01 C41 � REVISED DATE /� f� / Y7� X/ }—k P L� . ' 1 /� ' � /� p/ I'''01 Cfl L 1"—q ,�r i60Ist600 CHECK ,. . AIR API BAIAVIVAG' / Z srrecal. iwam.,Mxw.144- rjaY�� p� ;sr,' S I � P L / I�nl�S Qt�-� 624'^o., r Qi y L �n� � I Iv I r,in� Lr Q off' a) p $ 4 Qd;T; ffb_ci,90,.,. 0'5.14 rea P 7 r ad.-F cultti slpeal) eivt (4.4.10-1 _ din Cr e�7 O F 61,6's ed,r t L 13 /57 1. f s rt. 1,-4 -,2c ps+ 60,A-0 c ; - fir' A4 52aP• lL+ s up riT r Du 6r j r,_ 31 . v4= id (32.1) ^ 33D a, DL)CTs «D ` , 1,3 PL crow 9 “Cr. 154 p p,- 31.3x0 -313 L OI 5007 2070 ORIG. 6/73 ( dtirJ1tn Pa 31 2`i IZ 9 J16.047 ENGR. rO ' CoIn REVISED DATE � &) 5 r7— [f / 1 1 1! dI-' �� 01� 16oa�b00 CHECK A R AIR Bo, dWc 13 - C(3)3)t2( t (is to )4l4 / 31$ - - 3 3 2 ) DrIti rb r5; .352 x l,sy/ =-1.(0,3 PS p.s; 3'1 Y A : ei)4 Z- I) xx I:1 x 23 s 3i3(3)(Z,)(3tL+�)1✓gC3 +yL3 x12 x •32 = � o cfc. x l t io x 23 o. V-i 11 xI /1.1.I 35 f 4 °Da P s. dl` gC' 5b PI 42 - q_;-6.11 1°4' • Use.. /bob PE* * I d' 4-1-0 DucT 51/. Grp/ ..7 01 5007 2070 ORIG. 6/73 I. `' 35 2. V 1 6--/s 4X-10 OP Hof' /k .f1- J15.047 ENCR. /i 1 40,'0` / I W17 REVISED DATE /C• _ , . !! / S \-.110 � L7 ��� ,�. � w7� (i'"41 COL I -Li (63469_OD l CHECK APE AIR BOE/AW • :(v2 J w AlQ, lap-s f 25 Aso pc f- C ro�fOL 5 ' 54'4 ) 1 I sA 5 -5-0 et.* 015007 2070 ORIG. 6/73 1,4 CIA, pEI-L e TnA-(1 r� U^ 2 4b x.so 5 o pLf 7° - Os-0 lb LW- ( l d " bb IT ,+./ diAX. lAJ I 3 V I ' - bjT r~ - T X 13,s 0 3 (4d K. ra4;,,6. = lapsfxalo'xsb o x , �� Lo , 3&o PLf / 38)X8 - '1 19P 6f pc-f) A61 T�� = 5 , & , 1 1 T 4 - - 114 - - ...-•••• � 4' 35( 14 ,51(d PLf •• -p -p ••• • 772 p (� J15.047 ENGR. M 400 ) Co / REVISED DATE n ,!'j G � n C ��Q 1 I' / // J l a, l' C9'G . � ._� t Q1_�a Ao ' CHECK AIR APR BOE /A/G ) . •,re-r DI 5007 2070 ORIC,. 6/73 siNr fr - - 2x3fito 5 10 X = 7.33 .7C x 3 cP U$C 1/ 1 $d " (c 0-c, 1 13s / -6 xLt s N5b> iggsth- J$a•o47 ENGR . � , A-Ibi) 1 (/ 11 7 REVISED DATE i c , k _ re ' Us 6 d ^^ f - I / ad, — '" Li t c oon .0^00 CHECK AIR AIR BOE/A/G 16 • D)& 13 144- 3 . u c,po u de A 41 Q PA � � 1 c� 3/ �} x 3 �t 1 /2 G 3 /22 !2 ®' 3� A. 3 � 1 1 'i.' 56' 1 12'9 " 34. ' I2� 4 6 1 Sb' 2 3 . 4 5 to at' A 13 pf : 28(0 pLi r,J = 22' x 2S('sf - 350 pLf 14 0 dl 941 Q 4 061 Q �° r„ G s Xj . f3�a X 33 (o 3 /.�x3 Co /y x31 /2 (y /i 30 4x31 DI 5007 2070 ORIG. 6/73 sd 1 7'3 55 1616" L1' 2 3 4 5 4 7 j = 3I(0P(.4 - W�2L1 apf: pLi coo o� gJ 4 a 68 344x 34y2 X31 4, z.2,8% 3O , 4' x/6 6 obt- se& p Sb 134; 11' 5fV1 If 5 4 7 55o �cf 38' $ I ` ,I 41' 6."1 10 11 J15.047 EP Pi 1460 i 40/11 REVISED DATE R/.-- a l-oy CAL '_Y CHECK API APR AWE/A & 17- � 3 40 4 .3 t 11 A'1 1 4 x2Z /2 A= 1511 / g % 5(o��s� �- = �Pr`�c7 -- 40 xr 4. 6 4 33 - DI ,0 .7 7070 Ril;. - r73 A =. 232.9 ) S - I335 , Fb 2`loaxI.dSu -1.1151/ ps; WOO )4.1.1c > •13.•, 907 ? J 2'loo x I, l . � I -'1-r SI2 r b : 2'�oDx lJ x -bb :.2r'/ o p l F -181 p; � . r. 23 o9 B'•3 ,�..,y C 61 (7 v psi 4341x3114, A= 1,12,,(41,4.2-) 5 = 111(Q -s- -0/5f) ,i Vic° 15 �9 = �r 1 F (81 p5; 6 .1.7)00 4 ' ps; v -tbc PS , E= l•1.-to psi A, 2o2.Sr - S µ I • I C '1 A v{oD .41.15,c•b1 % 2,N4K pc; F -tin i's; E -11 �JS; 3 1 A -2N 3 ,,� 5 ` . l4 - Sg /— Z .3 A- 22'� 8 / 5- X225.1 24 -1 ;7 io psi G C-"-I )1( P.; qx(o PS; J15.047 t31 DAIVAPLAfir }1' 1 14* h C d T1S )3 .9_L ✓ -3?) „V 04 'U7s3Q0cDI 31V0 03SIA3V Lb /9 tack 'W 'Imo /. •• 4_, tro•olr f �p b S l 1 ! L91 > !se] 581 - /si) $L.• ()7d °)o) +er)1G) " ' °g°`os (c.it - z s.eDosz . 1 4d IS'Z4Z r •222 y � �l � s2 2 'oA °'off .d 91 5 ti • °% o'o; • c, C A"/` SL•641 - ' d < 675 ' 2 / 1 j Z . (0 �. fr °wa- 5,1 c,-,Sc m r ,lddv a {-1 - ‘1 Jo - -- s X$"1 ! t (►dL° (t g - r) ;cd Sg'2hh2 < 1 4d Lo•V-.hl Z�� - 1 „1wavi 'I H - � ""/ 10 - nolo Lo'Z = 8 °•1 -sr - ,, vip 15 A I V. (. 6v)h � Q _ �sJsz� fsd�� 117- ••=-. 1 1 ? ob. o Si 25.4 v 1 'l7(- s J1t-vvy •1nd1rd L:L /`J :AWL) OLUG L ENG*, pi, A 601 C / 17 REVISED DATE �J I "�L,eocA - 4x. S 40P n - c 0/ / f L/ C� 1..7V ! 1 c/- 160b po -00 CHECK A ►0. APR . �r enm n7n 11a1r; Ri73 d.Q. lk: c.1 "; .. l'3r2Sps x, „,1,.0x = 1 rn (Ai' 51- ct Ief:T �.. - 2 0I P /3Li c Jt5 •41:. ENGR, m , Apo01 (pv, 7 REVISED DATE G L G4 rt 0 5 H � I ' O l:i' ai -oil � w,L ( -4 14 )`°x (0- 0 0 CHECK APE APE BOE/AW 24 n1 Fnn7 w17n nRln R /71 r 4 niar - s m-e-N) raDa -rtr , •��3 < I tv2 I, 2. L// y > F 07.75 27'27y's X I' /4=z12.4, U i I ice. - 23bI,3 (2-$ 2 -613 v - 27) 21 S, - 31 ( 2cii t S50 PLO i 25) 13 I11. P 1�5 7S = r 4 t P 212.0 y mQ.,0 6-v 2 w Q) :=1.7 u . DU d - kci _ 5./5x 13 Ps r = " 13-r 25 19)f �'� e-`i5Tf' CA .4 lour `I cti-fiszirte"-`- gio5" - P/3L 0 J15.647 • ****************************.********************** * * STAAD- III Revision 16.0a Proprietary Program of RESEARCH ENGINEERS, Inc. Date= JUN 18, 1997 Time= 8:41:56 * * ************************************************** 1. STRAD PLANE 21-03 GLULAM ROOF BEAM ON J LINE 2. UNIT FT POUND 3. JOINT COORDINATES 4.1 00 5. 2 58 0 6. 3 70.75 0 7. 4 103.25 0 8. 5 116 0 9. 6 174 0 10. MEMBER INCIDENCE 11. 1 1 2 12. 2 23 13. 3 3 4 14. 4 4 5 15. 5 5 6 16. UNIT INCH KIP 17 MEMBER PROPERTY 18. 1 2 4 5 PRISM YD 34.5 ZD 6.75 IZ 23098.3 19. 3 •PRISM YD 22.5 ZD 6.75 IZ 6407.2 20. CONSTANTS 21.' E 170.0 ALL 22. MEMBER RELEASE • 23-: 3 START MZ • 24. 3 END MZ • 25. SUPPORT 26. 125 6 PINNED 27. DRAW SECTIONS XY 0.0 0.0 • • PAGE NO. 1 : , • r 28. UNIT FT POUND • 29: LOADING 1.DL 30. MEMB LOAD 31. .1 2 3'4 .5 UNI Y -286 32. LOADING 2 SL 33. , MEMB LOAD. 34. 1 2.3,4 5 UNI Y -550 35. LOAD COMBINATION 3 36. 1; 1 2 1' .3 7:. PERFORM ANALYSIS P R O B L E M 'S T. A T I 'S.T IC S. . NUMBER'OF JOINTS /MEMBER +ELEMENTS /SUPPORTS = 6/. 5/ ORIGINAL /FINAL BAND -WIDTH = : 1/ 1 TOTAL PRIMARY LOAD CASES 2, TOTAL DEGREES 'OF FREEDOM= SIZE OF STIFFNESS MATRIX = 60 DOUBLE PREC. WORDS ' TOTAL REQUIRED DISK SPACE .= 0,01 MEGA -BYTES ++ PROCESSING ELEMENT STIFFNESS MATRIX. ++ PROCESSING GLOBAL STIFFNI�SS MATRIX. ++ PROCESSING TRIANGULAR FACTORIZATION. ++ CALCULATING JOINT DISPLACEMENTS. ++ CALCULATING MEMBER FORCES. 38. PRINT SUPPORT REACTIONS 8:41:56 8:41:56 8 :41:56 8:41:56 8 :41:56 10 21= 03 .` GLULAW ROOF BEAM ON LT LINE SUPPORT REACTIONS -UNIT POUN FEET : STRUCTURE TYPE = PLANE LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z 1 0.00 6871.55 0.00 0.00.. 0.00: 0.00 2 0.00. 13214.52 0.00 0.00 0.00..' 0.00 3 0:00 20086.07 0.00 0:00 0.0.0 0.`00 1 0:00 18010.45 0.00 0.00' 0.00. 0.00 2 0.00 34635.48 0.00 0.00 0.00 0.00. 3 0.00 52645.93 0..00 0.00 0.00 0.00: 1 0.00 18010.45 . 0.00 0.00. .0.00. 0.00 2 0.00 34635.48 0.00 0.00 0.00 0.00 3 0.00 52645.93 0.00 0.00 0.00 0.00 1 0.00 6871.55 ' 0.00 0.00 .0.00 0.00 2' 0.00 13214.52 0.00 0.00 0.00 0.00 3. 0.00 20086.07 0.00 0.00 0.00 0.00 * * * * * * * * * * * * ** 39. PRINT MEMB FORCES END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * ** -,. g r+•ti 4tall O,f/::1taA: 744wn...w:aw.nw 4a4exto4~, atWaasViHr« llrOiti*ABV PitiVNn:at 21- 03.GLULAM ROOF BEAM ON J LINE MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- POUN FEET MEMB LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y 2 3 1 2 3 1 2 1 2 1 2 2 3 2 3 2 3 3 4 3 4 3 4 4 1 4 5 2 4 5 4 5 1 5 6 2 5 6 3 5 6 0.00 0.00 0.00 0.00 0.00 0.00 6871.55 9716.45 13214.52 18685.48 20086.07 28401.93 0.00 8294.00 0.00 - 4647.50 0.00 15950.00 0.00 - 8937.50 0.00 24244.00 0.00 - 13585.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4647.50 4647.50 8937.50 8937.50 13585.00 13585.00 - 4647.50 8294.00 - 8937.50 15950.00 13585.00 24244.01 9716.45 6871.55 18685.48 13214.52 28401.93 20086.07 40. PRINT MAXFORCE ENV NS 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 * * * * * * * * * * * * ** END OF LATEST A!AL`ISIS RESULT * * * * * * * * * * * * ** -- PAGE NO. MOM -Z 0.00 0.00 0.00 - 82502.06 0.00 0.00 0.00 - 158657.81 0.00 0.00 0.00 - 241159.88 82502.07 -0.01 158657.80 0.00 241159.86 -0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 82502.06 0.00 0.00 - 158657.83 0.00 -0.03 0.00 - 241159.89 82502.05 -0.01 158657.81 0.00 241159.86 -0.01 5 �/ 21 -03 GLULAM ROOF BEAM ON J LINE MEMB MEMBER FORCE ENVELOPE ALL UNITS ARE POUN FEET MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS FY/ DIST LD ML/ DIST LD FZ . DIST LD MY DIST LD -- PAGE NO. FX DIST LD MAX 20086.07 0.00 3 241159.88 58.00 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 28401.93 58.00 3 - 241012.52 23.20 3 0.00 58.00 3 0.00 58.00 3 0.00 58.00 3 2 MAX 24244.00 0.00 3 241159.86 0.00 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 4647.50 12.75 1 0.00 12.75 2 0.00 12.75 3 0.00 12.75 3 0,00 12.75 3 3 MAX 13585.00 0.00 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 13585.00 32.50 3 - 110378.13 16.25 3 0.00 32.50 3 0.00 32.50 3 0.00 32.50 3 MAX - 4647.50 0.00 1 241159.89 12.75 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 24244.01 12.75 3 -0.03 0.00 3 0.00 12.75 3 0.00 12.75 3 0.00 12.75 3 MAX '28401.93 0.00 3 241159.86 0.00 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 MIN -20086.07 58.00 3 -241012.52 34.80. 3 0.00 58.00 3 0.00 58.00 3 0.00 58.00 * * * * * * * * ** END OF FORCE ENVELOPE FROM INTERNAL STORAGE * * * * * * * * ** -r 41. PRINT SECTION MAX DISP NS 15 4-03 GLULAM ROOF BEAM ON.J LINE MAX MEMBER SECTION DISPLACEMENTS UNIT = INCH FOR FPS AND CM FOR. METRIC /SI SYSTEM MAX DISP LOCATION LOAD L /DISPL. 3.14674 348.00 3 221 0.09846 61.20 .3 1553 1.91150 195.00 3 204 0.09845 91.80 3 1554 3.14630 348.00 3 221 * * * * * * * * * * ** END OF 42. UNIT INCH 43. PARAMETERS 44. CODE TIMBER 45. GLULAM 1:24F- V8 -DF /DF MEMBER 1 2 4 5 46. GLULAM 1:24F- V4 -DF /DF MEMBER 3 47. LUZ 96 ALL 48. LZ 96 ALL 49 CDT 1.15 50. BEAM 1.0 ALL 51. CHECK CODE ALL SECT DISPL RESULTS * * * * * * * * *. *•* -- PAGE NO.. c4,:i Ax ;a;.ivt3r.:eawau^toLiProttrtIM ."A.wiftS N'rtnN6ot;6;m z,%ostr,,,mt • 21 -03 GLULAM ROOF BEAM ON J LINE ALL UNITS ARE - POUN INCH (UNLESS MEMBER TABLE RESULT/ FX STAAD -III CODE CHECKING - (AITC) * * * * * * * * * * * * * * * * * * * * * ** OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ -- PAGE NO. 8 LOADING/ LOCATION 1 PR 6.750X34.500 PASS TCM:CL. 5 -42 0.881 3 0.00 0.00 2893918.50 696.0000 MEMB- 1 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 696.00 LUZ= 96.00 LUY= 696.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.89 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 2161.20,fby= 0.00,fvz= 182.94,fvy= 0.00 ALLOW. STR3BSES: FA= 1265.00,FBZ= 2454 .43,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 2 PR 6.750X34.500 PASS TCM:CL. 5 -42 0.881 3 0.00 0.00 2893918.25 0.0000 MEMB- 2 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 153.00 LUZ= 96.00 LUY= 153.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.89 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 2161.20,fby= 0.00,fvz= 156.16,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2454 .43,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 3 PR 6.750X22.500 PASS TCM:CL. 5 -42 0.904 3 0.00 0.00 1324537.50 195.0000 MEMB- 3 GLULAM GRADE :24F- V4 -DF /DF LAM. =1.500 UNITS: POUND• -INCH LZ= 96.00 LY= 390.00 LUZ= 96.00 LUY= 390.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.93 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 2325.66,fby= 0.00,fvz= 134.17,fvy= 0.00 ALLOW. STRESSES: FA= 1322.50,FBZ= 2573.81, FBY= 1725.00,FVZ= 189.75,FVY= 166.75 4 PR 6.750X34.500 PASS TCM:CL. 5 -42 0.881 3 0.00 0.00 2893918.75 153.0000 MEMB- 4 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 153.00 LUZ= 96.00 LUY= 153.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.89 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 2161.20,fby= 0.00,fvz= 156.16,fvy= 0.00 ALLOW. STRESSES: FA= 1265. 00, FBZ = 2454.43, FBY= 1667.50,FVZ= 189.75,FVY= 166.75 21 -03 GLULAM ROOF BEAM ON J LINE ALL UNITS. ARE— POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO /. LOADING / FX MY MZ LOCATION 5 PR 6.750X34.500 PASS TCM:CL. 5 -42 0.881 3 0.00 0.00 2893918.25 0.0000 MEMB- 5 GLULAM GRADE:24F- V8 -DF /DF LAM. =1.500 UNITS: POUND- INCH LZ= 96.00 LY= 696.00 LUZ= 96.00 LUY= 696.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.89 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz =2161.20,fby= 0.00,fvz =182.94,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2454 .43,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 52. FINISH * * * * * * * * * * * * * ** *. END OF STAAD -III * * * * * * * * * * * * * ** DATE= JUN 18,1997 TIME= 8:41 :57 * * * * ** ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For questions on STAAD - III /ISDS, contact: RESEARCH ENGINEERS, Inc at (714) 974 -2500 *. Telex: 4994385 Fax: (714) 974-4771 ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -- PAGE NO. * .�J ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * S T A A D - III * Revision 16.Oa * Proprietary Program of RESEARCH. ENGINEERS, Inc. * Date= JUN 18, 1997 Time= 11:59: 9 * ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1. STAAD PLANE 21 -03 GLULAM ROOF BEAM ON C TO H LINE 2. UNIT FT POUND 3. JOINT COORDINATES 4. 1 0 0 5. 2 50.75 0 6. 3 58 0' 7.'4 116 0 8. 5 124.5 0 9. 6 165.5 0 10. 7 174 0 11. 8.232 0 12. 9 240.5 0 13. 10 281.5 0 14. 11 290 0 15. MEMBER INCIDENCE 16. 1 1 2 17. 2 2 3 18. 3 3 4 19. 4 4 5 20. 5 5 6 21. 6 6 7 22. 7 7 8 23. 8 8 9 24. 9 9 10 25. 10 10 11 26. UNIT INCH KIP 27. MEMBER PROPERTY 28. 1 PRISM YD.36 ZD 6.75 IZ 26244 29. 2 3 4 PRISM YD 33 ZD 6.75 IZ 20214.6 30. 5 9 PRISM YD 30 ZD 6.75 IZ 15187.5 31. 6 7 8 10 PRISM YD 31.5 ZD 6.75 IZ 17581.4 32. CONSTANTS 33. E 1700 ALL 34. MEMBER RELEASE 35. 2 6 START MZ 36. 4 8 9 END MZ 37. SUPPORT 38. 1 3 4 7 8 11 PINNED 39. DRAW SECTIONS XY 0.0 0.0 PAGE NO. ;iiiZ4.44.0tfitattiitti 21-03 GLULAM ROOF. BEAM ON C TO H LINE - - - + - + - - PAGE NO . 2. 21 -_03 GLULAM ROOF BEAM ON C TO H LINE 40. UNIT FT POUND 41. LOADING 1 DL 42. MEMB LOAD 43. 1 2 3 4 5 6 7 8 9 10 UNI Y -316 44. LOADING 2 SL 45. MEMB LOAD 46. 1 2 3 4 5 6 7 8 9 10 UNI Y -606 47. LOAD COMBINATION 3 48. 1 1.2 1 49. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S NUMBER OF JOINTS /MEMBER +ELEMENTS /SUPPORTS = 11/ 10/ ORIGINAL /FINAL BAND -WIDTH = 1/ 1 TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 21 SIZE OF STIFFNESS MATRIX = 126 DOUBLE PREC. WORDS TOTAL REQUIRED DISK SPACE = 0.02 MEGA -BYTES ++ PROCESSING ELEMENT STIFFNESS MATRIX. ++ PROCESSING GLOBAL STIFFNESS MATRIX. ++ PROCESSING TRIANGULAR FACTORIZATION. 50. PRINT SUPPORT REACTIONS 11:59:10 11:59:10 11:59:10 PAGE NO ** *WARNING - IMPROPER LOAD WILL CAUSE INSTABILITY AT JOINT 11 DIRECTION = MZ PROBABLE CAUSE MODELING PROBLEM .0.349E -09 ++ CALCULATING JOINT DISPLACEMENTS. 11:59:10 ++ CALCULATING MEMBER FORCES. 11:59:10 • 21 -03 GLULAM ROOF BEAM ON C TO H LINE SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE TYPE = PLANE JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z 1 1 0.00 8018.50 0.00 0.00 0.00 0.00 2 0.00 1537 0.00 0.00 0.00 0.00 3 0.00 23395.75 0.00 0.00 0.00 0.00 1 0.00 19472.82 0:00 0.00 .0.00 0.00 2. 0.00 37343.44 0.00 0.00 0.00 0.00 3 0.00 56816.26 0.00 0.00 0.00 0.00 1 0.00 18328.68 0.00 0.00 0.00 0.00 2. 0.00 35149.30 0.00 0.00 0.00 0.00 3 0.00 53477.98 0.00 0.00 0.00 0.00 1 0.00 18328.27 0.00 0.00 0.00 0.00 2 0.00 35148.54 0.00 0.00 0.00 0.00 3 0.00 53476.80 0.00 0.00 0.00 0.00 1 0.00 18325.90 0.00 0.00 0.00 0.00 2 0.00 35143.81 0.00 0.00 0.00 0.00 3 0.00 53469.71 0.00 0.00 0.00 0.00 1 0.00 9431.97 0.00 0.00 0.00 0.00 2 0.00 17556.27 0.00 0.00 0.00 0.00 3 0.00 26988.24 0.00 0.00 0.00 0.00 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * ** 51. PRINT:MEMB FORCES PAGE NO. • 1 1 2 2 1 2 1 2 1 3 4 2 3 4 3 3 4 5 1 5 6 2 5 6 3 5 6 6 1 6 7 2 6 7 3 6 7 7 1 7 8 2 7 8 7 8 • 21 -.03 GLULAM ROOF BEAM ON C TO H LINE MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- POUN FEET MEMB LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y 0.00 0.00 0.00 0.00 0.00 0.00 1 2 0.00 - 8018.50 3 0.00 10309.50 2 2 0.00 - 15377.25 3 0.00 19770.75 3 2 0.00 - 23395.75 3 0.00 30080.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8018.50 8018.50 15377.25 15377.25 23395.75 23395.75 9163.32 9164.68 17572.69 17575.31 26736.01 26739.99 4 1 4 0.00 9164.00 5 0.00 - 6478.00 2 4 0.00 17574.00 5 0.00 - 12423.00 3 4 0.00 26738.00 5 0.00 - 18901.00 6478.00 6478.00 12423.00 12423.00 18901.00 18901.00 - 6478.00 9164.00 - 12423.00 17574.00 - 18901.00 26738.00 9164.27 9163.73 17574.54 17573.46 26738.80 26737.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -- PAGE NO. 5 MOM -Z 0.00 0.00 0.01 0.01 0.01 0.01 0.00 0.00 0.00 - 66439.01 0.00 0.00 0.00 - 127411.54 0.00 0.00 0.00 - 193850.55 0.00 66438.99 0.00 - 66478.50 0.00 127411.50 0.00 - 127487.23 0.00 193850.50 0.00 - 193965.73 66478.48 0.00 127487.26 0.00 193965.75 0.00 0.00 - 0.01 0.00 - 0.01 0.00 - 0.01 0.00 0.00 0.00 - 66478.50 0.00 0.00 0.00 - 127487.27 0.00 0.00 0.00 - 193965.77 0.00 66478.50 0.00 - 66462.91 0.00 127487.24 0.00 - 127456.19 0.00 193965.75 0.00 - 193919.09 21 -03 GLULAM ROOF BEAM ON C TO H LINE MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- POUN FEET MEMB LOAD JT. AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y 10 10 9 10 9 10 10 11 10 11 10 11 0.00 9162.17 0.00 - 6476.17 0.00 17570.35 0.00 - 12419.34 0.00 26732.51 0.00 - 18895.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6477.14 6478.86 12425.47 12420.53 18902.60 18899.39 - 6745.97 9431.97 - 12405.27 17556.27 - 19151.24 26988.24 52. PRINT MAXFORCE ENV NS 15 0.00 0.00 0.00 0.00 .0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * *. ** -- PAGE NO. MOM -Z 66462.91 0.00 127456.18 0.00 193919.09 0.00 23.24 0.00 20.43 0.00 43.67 0.00 0.00 - 337.71 0.00 - 70085.19 0.00 - 2756.27 0.00 - 128246.96 0.00 - 3093.98 0.00 - 198332.14 MEMB • 21 -03 GLULAM ROOF BEAM ON C TO H LINE MEMBER FORCE ENVELOPE ALL UNITS ARE POUN FEET MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS -- PAGE NO. FY/ DIST LD MZ/ DIST LD FZ DIST LD MY DIST LD FX DIST LD 1 MAX 23395.75 0.00 3 0.01 0.00 2 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 23395.75 50.75 3 - 296833.56 25.38 3 0.00 50.75 3 0.00 50.75 3 0.00 50.75 3 MAX - 8018.50 0.00 1 193850.55 7.25 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 30080.25 7.25 3 0.00 0.00 1 0.00 7.25 3 0.00 7.25 3 0.00 7.25 3 3 MAX 26736.01 0.00 3 193965.73 58.00 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 26739.99 58.00 3 - 193792.80 29.00 3 0.00 58.00 3 0.00 58.00 3 0.00 58.00 3 4 MAX 26738.00 0.00 3 193965.75 0.00 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 6478.00 8.50 1 0.00 8.50 3 0.00 8.50 3 0.00 8.50 3 0.00 8.50 3 5 MAX 18901.00 0.00 3 0.01 41.00 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 18901.00 41.00 3 - 193735.22 20.50 3 0.00 41.00 3 0.00 41.00 3 0.00 41.00 3 6 MAX - 6478.00 0.00 1 193965.77 8.50 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 26738.00 8.50 3 0.00 0.00 3 0.00 8.50 3 0.00 8.50 3 0.00 8.50 3 7 MAX 26738.80 0.00 3 193965.75 0.00 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 26737.20 58.00 3 - 193758.53 29.00 3 0.00 58.00 3 0.00 58.00 3 0.00 58.00 3 8 MAX 26732.51 0.00 3 193919.09 0.00 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 6476.17 8.50 1 0.00 8.50 3 0.00 8.50 3 0.00 8.50 3 0.00 8.50 3 9 MAX 18902.60 0.00 3 43.67 0.00 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 18899.39 41.00 3 - 193724.47 20.50 3 0.00 41.00 3 0.00 41.00 3 0.00 41.00 3 21- 03GLULAM ROOF BEAM ON C TO H LINE 1O :MAX - 6745.97 0.00 0.00 0.00 MIN 26988.24 8.50 0.00 8.50 53 PRINT. SECTIONi MAX. -NS 15 198332.14 8.50 3 0.00 0..00 1 0.00 0..00.. -3093.98 0.00 3 0.00 8.50 3 * * * * * * * ** *.'END OF FORCE ENVELOPE FROM INTERNAL STORAGE ********** -/ • 21 -03 GLULAM ROOF BEAM ON C TO H LINE MAX MEMBER SECTION DISPLACEMENTS .UNIT =INCH FOR FPS AND CM FOR METRIC /SI SYSTEM MEMBER" * * * * * * * * * * ** MAX DISP LOCATION LOAD L /DISPL 3.06020 304.50 3 199 0.03122 52.20 3 2787. 2.66153 348.00 3 261 0.04212 40.80 3 2421" 5 2.25255 246.00 3 218 6 0.04843 61.20 3 2106. 7 3.05932 348.00 3 227 8. 0.04842 40.80 3 2106 9. 2.25240. 246.00 3 218 10 0.04747 61.20 3 2148 END OF SECT DISPL RESULTS * * * * * * * * * ** 54. UNIT INCH 55. PARAMETERS 56. CODE TIMBER 57. GLULAM 1:24F- V8- DF. /DF MEMBER 2 3 4 6 7 8 10 58. GLULAM 1:24F- V4 -DF /DF MEMBER 1 5 9 59. LUZ 96 ALL 60. LZ 96 ALL 61. CDT 1.15 62. BEAM 1.0 ALL 63. CHECK CODE ALL -- PAGE NO. fa:N atm: »rerowasr. ^,� iµrt.�.te: w�:i:ei�:,�•::E.�wwr.^.n..:+^ . 21 -03 GLULAM ROOF BEAM ON C TO H LINE ax 1 PR 6.750X36.000 FAIL TCM:CL. 5 -42 3 PR 6.750X33.000 PASS TCM:CL. 5 -42 ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) STAAD -III CODE CHECKING - (AITC) * * * * * * * * * * * * * * * * * * * * * ** -- PAGE NO. 10 MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 1.000 3 0.00 0.00 3562002.75 304.5000 MEMB- 1 GLULAM GRADE:24F- V4 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 609.00 LUZ= 96.00 LUY= 609.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.89 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 2443.07,fby= 0.00,fvz= 144.42,fvy= 0.00 ALLOW. STRESSES: FA= 1322.50,FBZ= 2442. 85, FBY= 1725.00,FVZ= 189.75,FVY= 166.75 2 PR 6.750X33.000 FAIL TCM:CL. 5 -24 0.000 3 0.00 0.00 2326206.75 87.0000 MEMB- 2 GLULAM GRADE:24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 87.00 LUZ= 96.00 LUY= 87.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.89 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 1898.75,fby= 0.00,fvz= 202.56,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2466.58, FBY= 1667.50,FVZ= 189.75,FVY= 166.75 0.770 3 0.00 0.00 2327588.75 696.0000 MEMB- 3 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 696.00 LUZ= 96.00 LUY= 696.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.89 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 1899.88,fby= 0.00,fvz= 180.07,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2466.58, FBY= 1667.50,FVZ= 189.75,FVY= 166.75 4 PR 6.750X33.000 PASS TCM:CL. 5 -42 0.770 3 0.00 0.00 2327589.00 0.0000 MEMB- 4 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 102.00 LUZ= 96.00 LUY= 102.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.89 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 1899.88,fby= 0.00,fvz= 180.05,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2466 .58,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 ,. A'Lt!]'f.Y / ✓.. • 21 -03 GLULAM ROOF BEAM ON C TO H LINE '' 3Phc vrv'✓)++ 49' YI: �wMN�% IlxtMn< d�uMMUMYLLK. �/ » I. f *MV[AaM.wrtvrnRN. +�vwsuw........ n. ...�.....r.w..�..wr.nw...m�wn.w ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) -- PAGE NO. 11 MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 5 PR 6.750X30.000 PASS TCM:CL. 5 -42 0.921 3 0.00 0.00 2324822.50 246.0000 MEMB- 5 GLULAM GRADE:24F- V4 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 492.00 LUZ= 96.00 LUY= 492.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.90 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 2296.12,fby= 0.00,fvz= 140.01,fvy= 0.00 ALLOW. STRESSES: FA= 1322.50,FBZ= 2492. 84, FBY= 1725.00,FVZ= 189.75,FVY= 166.75 6 PR 6.750X31.500 PASS TCM:CL. 5 -42 0.841 3 0.00 0.00 2327589.25 102.0000 MEMB- 6 GLULAM GRADE:24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 102.00 LUZ= 96.00 LUY= 102.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.90 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 2085.13,fby= 0.00,fvz= 188.63,fvy= 0.00 ALLOW. STRESSES: FA= 1265. 00, FBZ = 2479 .36,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 7 PR 6.750X31.500 PASS TCM:CL. 5 -42 0.841 3 0.00 0.00 2327589.00 0.0000 MEMB- 7 GLULAM GRADE :24F- V8- •DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 696.00 LUZ= 96.00 LUY= 696.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.90 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 2085.13,fby= 0.00,fvz= 188.63,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2479 .36,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 8 PR 6.750X31.500 PASS TCM:CL. 5 -42 0.841 3 0.00 0.00 2327029.25 0.0000 MEMB- 8 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 102.00 LUZ= 96.00 LUY= 102.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.90 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 2084.63,fby= 0.00,fvz= 188.59,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2479 .36,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 • 21 -03 GLULAM ROOF BEAM ON C TO H LINE ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED). MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 9 PR 6.750X30.000 PASS TCM:CL. 5 -42 0.921 3 0.00 0.00 2324693.75 246.0000 MEMB- 9 GLULAM GRADE :24F- V4 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 492.00 LUZ= 96.00 LUY= 492.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.90 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 2295.99,fby= 0.00,fvz= 140.02,fvy= 0.00 ALLOW. STRESSES: FA= 1322. 50, FBZ = 2492. 84, FBY= 1725.00,FVZ= 189.75,FVY= 166.75 10 PR 6.750X31.500 FAIL TCM:CL. 5 -24 0.000 3 0.00 0.00 2379985.75 102.0000 MEMB- 10 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 102.00 LUZ= 96.00 LUY= 102.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.90 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 2132.07,fby= 0.00,fvz= 190.39,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2479 .36,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 64. FINISH * * * * * * * * * * * * * ** END OF STAAD -III * * * * * * * * * * * * * ** DATE= JUN 18,1997 TIME= 11:59:10 * * * * ** ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * For questions on STAAD- III /ISDS, contact: * RESEARCH ENGINEERS, Inc at (714) 974 -2500 * Telex: 4994385 Fax: (714) 974 -4771 ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -- PAGE NO. 12 ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** STAAD- III Revision 16.Oa Proprietary Program of RESEARCH ENGINEERS, Inc. Date= JUN 18, 1997 Time= 11:58:51 *. * ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 1. STAAD PLANE 21 -03 GLULAM ROOF BEAM ON B LINE 2. UNIT FT. POUND 3. JOINT COORDINATES 4. 1 0 0 5. 2 50.75 0 6. 3 58 0 7. 4 116 0 8. 5 124.5 0 9. 6 165.5 0 10. 7 174 0 11. 8 232 0 12. 9 240.5 0 13. 10281.5 0 14. 11 290 0 15. MEMBER INCIDENCE 16. 1 1 2 17. 2 2 3 18. 3 3 4 19. 4 4 5 20. 5 5 6 21. 6 6 7 22. 7 7 8 23. 8 8 9 24 . 9 9 10 25. 10 10 11 26. UNIT INCH KIP 27. MEMBER PROPERTY 28. 1 PRISM YD 34.5 ZD 6.75 IZ 23098.3 29. 2 3 4 PRISM YD 31.5 ZD 6.75 IZ 17581.4 30. 5 9 PRISM YD 28.5 ZD 6.75 IZ 13021.4 31. 6 7 8 10 PRISM YD 30 ZD 6.75 IZ 15187.5 32. CONSTANTS 33. E 1700 ALL 34. MEMBER RELEASE 35. 2 6 START MZ 36. 4 8 9 END MZ 37. SUPPORT 38. 1 3 4 7 8 11 PINNED 39. DRAW SECTIONS XY 0.0 0.0 PAGE NO. GLULAM ROOF BEAM ON B LINE = + - - -- -- - - + - +- . + - + -+ aviamhtiwitrWPC.kIt . 21 -03 GLULAM ROOF BEAM ON B LINE 40. UNIT FT POUND ▪ 41. LOADING 1 DL 42. MEMB LOAD 43. 1 2 3 '.4 5 6 7 8 9 10 UNI Y -286 44. LOADING 2 SL 45. MEMB LOAD 46. 1 2 3 4 5 UNI Y -550 47. LOAD COMBINATION 3 48. 1 1 2 1 49. PERFORM ANALYSIS PROBLEM S T A T I S T I C S NUMBER OF JOINTS /MEMBER +ELEMENTS /SUPPORTS = 11/.. 10/ ORIGINAL /FINAL BAND -WIDTH = 1/ 1 TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 21. SIZE OF STIFFNESS MATRIX = 126 DOUBLE PREC. WORDS TOTAL REQUIRED DISK SPACE = 0.02 MEGA - BYTES ++ PROCESSING ELEMENT STIFFNESS MATRIX. ++ PROCESSING GLOBAL STIFFNESS MATRIX.. ++ PROCESSING TRIANGULAR FACTORIZATION. 50. PRINT SUPPORT REACTIONS 11:58:52 11:58:52 11:58:52 ** *WARNING - IMPROPER LOAD WILL CAUSE INSTABILITY AT. JOINT 11 DIRECTION = MZ PROBABLE CAUSE MODELING PROBLEM 0.815E -09 ++ CALCULATING JOINT DISPLACEMENTS. 11:58:52 ++ CALCULATING MEMBER FORCES. 11:58:52 ,.21 -,03 GLULAM ROOF BEAM ON B LINE SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE TYPE = PLANE JOINT LOAD 11 51. PRINT MEMB FORCES PAGE NO FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y . MOM Z 1 0.00 7257.25 2 0.00 13956.25 3 0.00 21213.50 1 0.00 17624.13 2 0.00 33892.56 3 .0.00 51516.70 1 0.00 16588.62 2 0.00 31901.19 3 0.00 48489.80 1 0.00 16588.14 2 0.00 12927.37 3 0.00 29515.52. 1 0.00 16586.86 2 0.00 - 1652.37 3 0.00. 14934.49 1 0.00 8419.57 2 0.00 0.00 0.00 8419.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * ** 0.00. 0.00 0.00 .0.00 0.00 0..00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .0.00 0.00 0.00 0.00 0.00 0.00 0.00 , 21 -03 GLULAM ROOF BEAM ON B LINE MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- POUN FEET MEMB LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y 1 1 1 2 2 1 2 3 1 2 2 1 2 0.00 - 7257.25 3 0.00 9330.75 2 2 0.00 - 13956.25 3 0.00 17943.75 3 2 0.00 - 21213.50 3 0.00 27274.50 3 1 2 3 4 5 1 2 3 7 1 2 3 3 4 3 4 3 4 4 5 4 5 4 5 5 6 5 6 5 6 7 8 7 8 7 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7257.25 7257.25 13956.25 13956.25 21213.50 21213.50 8293.38 8294.62 15948.81 15951.19 24242.20 24245.80 8294.00 - 5863.00 15950.00 - 11275.00 24244.00 - 17138.00 5863.00 5863.00 11275.00 11275.00 17138.00 17138.00 6 1 6 0.00 - 5863.00 7 0.00 8294.00 2 6 0.00 - 11275.00 7 0.00 11275.00 3 6 0.00 - 17138.00 7 0.00 19569.00 8294.15 8293.85 1652.37 - 1652.37 9946.52 6641.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -- PAGE NO. MOM -Z 0.01 0.01 - 0.02 0.00 - 0.02 0.01 0.00 0.00 0.00 - 60131.49 0.00 0.00 0.00 - 115637.46 0.00 0.00 0.00 - 175768.95 60131.50 - 60167.24 115637.48 - 115706.23 175768.98 - 175873.48 60167.24 0.00 115706.24 0.00 175873.48 0.00 0.01 0.00 - 0.01 - 0.01 - 0.01 - 0.01 0.00 - 60167.25 0.00 - 95837.48 0.00 156004.73 60167.25 - 60158.79 95837.51 0.00 156004.77 - 60158.79 , 21 -03 GLULAM ROOF BEAM.ON B LINE MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- POUN FEET MEMB LOAD _JT AXIAL, SHEAR -Y SHEAR -Z TORSION MOM -Y' MOM -Z. 8 0.00 8293.01 0.00 0.00 0.00 60158.79. 9 0.00 - 5862.01 0.00 0.00 0.00 0.00 8 0.00 0.00 0.00 0.00 0.00 -0.01 9 0.00 0.00 0.00 0.00 0.00 0.00 8 0.00 8293.01 0.00 0.00 0.00 60158.79 9 0.00 - 5862.01 0.00 0.00 0.00 0.00 9 0.00 5860.64 0.00 0.00 0.00 -25.12 10 0.00 5865.36 0.00 0.00 0.00 0.00 9 0.00 0.00 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 0.00 0.00 9 0.00 5860.64 0.00 0.00 0.00 -25.12 10 0.00 5865.36 0.00 0.00 0.00 0.00 10 1 10 0.00 -5988.57 0.00 0.00 0.00 - 453.29 11 0.00 8419.57 0.00 0.00 0.00 - 63448.00 2 10 0.00 0.00 0.00 0.00 0.00 0.00 11 0.00 0.00 0.00 0.00 0.00 0.00 3 10 0.00 - 5988.57 0.00 0.00 0.00 - 453.29 11 0.00 8419.57 0.00 0.00 0.00 - 63448.00 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * ** 52. PRINT MAXFORCE ENV NS 15 PAGE NO, • Krv.s`rri •r�., hr.'.. ���. a;! vF�; aiSY, 4:Cv'1"s�;ipr1W^:1.'n >_e:ro•i.w 21 -03 GLULAM ROOF BEAM ON B LINE MEMBER FORCE ENVELOPE ALL UNITS ARE POUN FEET f iY.. 4i! f4'': /.kYWiiti.�hlNYI:MWIffIIah"YIi W itllwYdnti' wY+ .le»yYi+b�i4a..sdrrin�mMT?+rta' nark+. r. w. en. r...... w....•... .......r- I.wn.m...��.•.o. »...ww MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS -- PAGE NO. 7 MEMB FY/ DIST LD MZ/ DIST LD FZ DIST LD MY DIST LD FX DIST LD 1 MAX 21213.50 0.00 3 0.01 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 21213.50 50.75 3 - 269146.25 25.38 3 0.00 50.75 3 0.00 50.75 3 0.00 50.75 3 2 MAX - 7257.25 0.00 1 175768.95 7.25 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 27274.50 7.25 3 0.00 0.00 3 0.00 7.25 3 0.00 7.25 3 0.00 7.25 3 3 MAX 24242.20 0.00 3 175873.48 58.00 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 24245.80 58.00 3 175716.75 29.00 3 0.00 58.00 3 0.00 58.00 3 0.00 58.00 3 4 MAX 24244.00 0.00 3 175873.48 0.00 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 5863.00 8.50 1 0.00 8.50 3 0.00 8.50 3 0.00 8.50 3 0.00 8.50 3 5 MAX 17138.00 0.00 3 0.01 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 17138.00 41.00 3 - 175664.50 20.50 3 0.00 41.00 3 0.00 41.00 3 0.00 41.00 3 6 MAX - 5863.00 0.00 1 156004.73 8.50 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 19569.00 8.50 3 0.00 0.00 3 0.00 8.50 3 0.00 8.50 3 0.00 8.50 3 7 MAX 9946.52 0.00 3 156004.77 0.00 3 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 8293.85 58.00 1 - 60099.98 29.00 1 0.00 58.00 3 0.00 58.00 3 0.00 58.00 3 8 MAX 8293.01 0.00 1 60158.79 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 8.50 2 -0.01 7.65 2 0.00 8.50 3 0.00 8.50 3 0.00 8.50 3 9 MAX 5860.64 0.00 1 0.00 0.00 2 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN - 5865.36 41.00 3 - 60072.50 20.50 3 0.00 41.00 3 0.00 41.00 3 0.00 41.00 3 oxtizi.44 ' • 21703 GLULAMROOF BEAM ON B LINE PRINT SECTION MAX DISP NS 15 - - PAGE NO . 410 MAX 0.00 0.00 2 63448.00 8.50 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 MIN -8419.57 8.50 3 -453.29 0.00 3 0.00 8.50 3 0.00 8.50 3 0.00 8.50 3 ****** * * * END OF FORCE ENVELOPE FROM INTERNAL STORAGE ********** ,ttt�it6lfiill • 21 -03 GLULAM ROOF BEAM ON B LINE MAX MEMBER SECTION DISPLACEMENTS UNIT= INCH FOR FPS AND CM FOR METRIC /SI SYSTEM MEMBER MAX DISP LOCATION 6.. 7 8 9 10 . 3.15268 0. 2.77472 0.04391 2.38224 0.04705 1.38106 0.01739 0.81451 0.01747 * * * * * * * * * * ** END OF SECT DISPL 304.50 3 52.20 3 348.00 3 40.80 3 246.00 3 61.20 3 278.40 2 40.80 1 246.00 3 61.20 3 54. UNIT INCH 55. PARAMETERS 56. CODE TIMBER 57..GLULAM 1:24F- V8 -DF /DF MEMBER 2 3 6 8 10 58. GLULAM 1:24F- V4 -DF /DF MEMBER 1 5 9 59. LUZ 96 ALL 60. LZ 96 ALL 61. CDT 1.15 62. BEAM 1.0 ALL 63. CHECK CODE ALL LOAD L /DISPL 193 2673 250 2322 206 2167 503 5865 604 5838 RESULTS * * *. * * * * * * ** 1,,Rlu4.1::4?`.4=; :; "!rc, x 'x xa : Al1' rA 44+: 114v; 6. 4. xv ,h 21 -03 GLULAM ROOF BEAM ON B LINE STAAD -III CODE CHECKING - (AITC) * * * * * * * * * * * * * * * * * * * * * ** ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) -- PAGE NO. 10 MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 1 PR 6.750X34.500 PASS TCM:CL. 5 -42 0.983 3 0.00 0.00 3229755.25 304.5000 MEMB- 1 GLULAM GRADE :24F- V4 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 609.00 LUZ= 96.00 LUY= 609.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.89 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 2412.01,fby= 0.00,fvz= 136.64,fvy= 0.00 ALLOW. STRESSES: FA= 1322. 50, FBZ = 2454 .43,FBY= 1725.00,FVZ= 189.75,FVY= 166.75 2 PR 6.750X31.500 FAIL TCM:CL. 5 -24 0.000 3 0.00 0.00 2109227.50 87.0000 MEMB- 2 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 87.00 LUZ= 96.00 LUY= 87.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.90 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 1889.51,fby= 0.00,fvz= 192.41,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2479 .36,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 3 PR 6.750X31.500 PASS TCM:CL. 5 -42 0.763 3 0.00 0.00 2110481.75 696.0000 MEMB- 3 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 696.00 LUZ= 96.00 LUY= 696.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.90 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 1890.64,fby= 0.00,fvz= 171.05,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2479 .36,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 4 PR 6.750X31.500 PASS TCM:CL. 5 -42 0.763 3 0.00 0.00 2110481.75 0.0000 MEMB- 4 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 102.00 LUZ= 96.00 LUY= 102.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.90 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 1890.64,fby= 0.00,fvz= 171.03,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2479 .36,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 n.: cY- .C.1.1 asite a:C .:'hFn'>'aF Agorisn.i :..it.notw xovamtte swnxectvm.. vur�•.:cwasr 21 -03 GLULAM ROOF BEAM ON B LINE C ol w..wM•� ».uw+wN�r� ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) -- PAGE NO. 11 MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 5 PR 6.750X28.500 PASS TCM:CL. 5 -42 0.920 3 0.00 0.00 2107974.00 246.0000 MEMB- 5 GLULAM GRADE:24F- V4 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 492.00 LUZ= 96.00 LUY= 492.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.91 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 2306.87,fby= 0.00,fvz= 133.63,fvy= 0.00 ALLOW. STRESSES: FA= 1322.50,FBZ= 2507 .09,FBY= 1725.00,FVZ= 189.75,FVY= 166.75 6 PR 6.750X30.000 PASS TCM:CL. 5 -42 0.742 3 0.00 0.00 1872056.88 102.0000 MEMB- 6 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 102.00 LUZ= 96.00 LUY= 102.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.90 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 1848.95,fby= 0.00,fvz= 144.96,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2492. 84, FBY= 1667.50,FVZ= 189.75,FVY= 166.75 7 PR 6.750X30.000 PASS TCM:CL. 5 -42 0.742 3 0.00 0.00 1872057.13 0.0000 MEMB- 7 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 696.00 LUZ= 96.00 LUY= 696.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.90 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 1848.95,fby= 0.00,fvz= 73.68,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2492 .84,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 8 PR 6.750X30.000 PASS TCM:CL. 5 -42 0.286 1 0.00 0.00 721905.56 0.0000 MEMB- 8 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 102.00 LUZ= 96.00 LUY= 102.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.90 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 712.99,fby= 0.00,fvz= 61.43,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2492 .84,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 21 -03 GLULAM ROOF BEAM ON B LINE ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 9 PR 6.750X28.500 PASS TCM:CL. 5 -42 MEMB- 9 GLULAM GRADE :24F- V4 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 492.00 LUZ= 96.00 LUY= 492.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.91 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 788.89,fby= 0.00,fvz= 45.73,fvy= 0.00 ALLOW. STRESSES: FA= 1322.50,FBZ= 2507. 09, FBY= 1725.00,FVZ= 189.75,FVY= 166.75 10 PR 6.750X30.000 PASS TCM:CL. 5 -42 MEMB- 10 GLULAM GRADE :24F- V8 -DF /DF LAM. =1.500 UNITS: POUND -INCH LZ= 96.00 LY= 102.00 LUZ= 96.00 LUY= 102.00 JZ =0.000 JY =0.000 CDT =1.150 CSF =1.00 WET =0.0 CCR =1.00 CTM =1.00 CFZ =0.90 CFY =1.00 CLZ =1.000 CLY =1.000 ACTUAL STRESSES: fa= 0.00,fbz= 751.98,fby= 0.00,fvz= 62.37,fvy= 0.00 ALLOW. STRESSES: FA= 1265.00,FBZ= 2492 .84,FBY= 1667.50,FVZ= 189.75,FVY= 166.75 64. FINISH * * * * * * * * * * * * * ** END OF STAAD -III * * * * * * * * * * * * * ** DATE = JUN 18,1997 TIME= 11:58:52 * * * * ** -- PAGE NO. 12 0.315 1 0.00 0.00 720869.94 246.0000 0.302 1 0.00 0.00 761375.94 102.0000 *****'********************* * * * * * * * * *** * * * * ** * ** * * *** * * * * ** * For questions on STAAD- III /ISDS, contact: * RESEARCH ENGINEERS, Inc at (714) 974 -2500 * Telex: 4994385 Fax: (714) 974 -4771 ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FINALAPP.FRM City of Tukwila Fire Department Project Name 1 e, 1 - C)4 Address � ) S ?C� -- Q C_ Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: \- W1aC. Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature b ' =t &1 ?' den'` �e "t'YRk�"Y�RY.�CtYR6'iRX'tL'Fll1 T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief TUKWILA FIRE• DEPARTMENT FINAL APPROVAL FORM :CD 9 0\ Permit No. • \11 0 r CX-Rfl Date \ Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206).57.•4404 • Fax (206) 5754439 vul na- vl�.,rv�li ^ 011 CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: '007 1 PROJECT NAME: BOEING DEFENSE 6 SPACE GROUP PROJECT ADDRESS: CONTACT PERSON: GARY TALLER PLAN CHECK/PERMIT NUMBER: Mq7-00iM PHONE: 206- 544 -2975 REVISION SUMMARY: i tL P (..Orte._ +L •aT� (bDt � e .� e- ctt&t +1 G , S4 - DL-1 Ch e4 I ,5 B OO /' �t� t�. 4.c'�'Z o or J Lekk mebos (FZec� gLr5_l6n- SHEET NUMBER(S) s )60 1 M to 13 "Cloud" or highlight all areas of revisions and date revisions, SUBMITTED TO: k o n RECEIVED CITY OF TUKWILA S s.; :, 1 1 997 PERMIT CENTER L'llA Ul' ILI VWFLD SE 1x1.397 3/19/96 S�' toViZ J • • • • PROJECT NAME. PROJECT ADDRESS: REVISION SUMMARY: SUBMITTED TO: C CITY OF TUKVVILA Department of Community Development Building Division-Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 REVISION SUBMITTAL DATE: qfrk7 PLAN CHECK/PERMIT NUMBER: CONTACT PERSON: GARY TALLER BOEING DEFENSE S SPACE GROUP aI-o SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. S PHONE: 206-544-2975 Gil? OF TUKWILA 1 at.111.. 1R73DIV13101q' kq oog9 RECEIVED St SEP 1 p , 11397 PERMIT CENTER rercA CITY USE ONLY 3/19/96 City of Tukwila one a-y 1 Q9.2 Fire Department Review . Control # mq -1-00$ 9 ' Y1L' ASF^ .•H'Rinl.^looiee.vxn itro Mf11, 11,.`,...-t tY. A'i bRin t; tT^ WMArP .:AIVVYY!C!1KA;:teMM Mi:Ifiet Fire Department Thomas P. Keefe, Fire Chief Re: T.I. at BpetY13 a J' y l 3`717 l ao Pi Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention"'Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "A11 Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher.must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 ri R' .�;>I: Page number .un>rauxnu+.'etsMS.s:tw.l !trt arv.+r�t.^.b'. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are nxar nxaa ®rtx r ro c es Thomas P. Keefe, Fire Chief halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection.•_t g is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Far (206) 5754439 .• . ,• � , v:>•``: �, �:J.l1:. ,i'. �. Y•'r}S:r .S:SS• t 7M /0.1.,CMnVCASINAV. .3",.. .,,INtht.Ar4iitiY.'vP NII City of Tukwila Fire Department Page number 3 required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all:'times. (UBC 1013.3) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at Lloor level.. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1.and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) !.w.R Wi.s•:t'. s<txtcCNYt.tortc r tivx :Y ,•Vti,XR,ITYM4'0. 4 0ICFVSNi< John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 M1: n`i% U ter iN' t ,: , +;'!a:e'v:•4:Pf Fire Department Page number 4 rrlSn.prenatrl+.NWW.Y1+nYr::v n;MY%:i.`1.1.a'M'L ain'!rN•:+IWtt.vLVa.tCAkY + la.N �H*•rvtcn l'rw,t7.410 , izt.X.Ir t`x'aren1WW2 9. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S-W:B "., Factory Mutual, Industrial Risk Insurers, Kemper. or any other representative designated and /or recognized by The City of Tukwila, prior do submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test, Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80), 10. Maintain automatic fire detector coverage per • N.F.P.A. 72. Addition /relocation of walls, closets or 'partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.3.4) 11. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required .fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive John W Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 5 IfeS'. r, �SfiSUte- ;::rR±.4NS`.'kfi�D' +'isA.:4.:V. 111:0 -WiM': YM +nia.110. PIM, tte.f fori Pies<,4r...} requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed_or improperly installed. (UFC 701) The maximurg flame spread class of finish materials used on interzoi walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 14. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) Thomas P. Keefe, Fire Chief Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 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 adopted Fire or Building Codes does not imply approval of such condition or violation. ++:roaixrv ✓trr.ilr- 4..4srns trmxrrnrt; +we John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7S•4404 • Fax (206) 5754439 City of Tukwila The Tukwila Fir4 Prevention_,Bureau cc: TFD file ncd • Headquarters Station: 444 Andover Park East • ` Tukwila, Washington 98188 • Phone: (206): 57$4404 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Fax (206) 5754439 February 10, 1997 1- 9604- DBW97024 To: Larry Allen 19 -35 Leonard Astemborski OH -13 Terry Beals 63 -04 Rick Ford 2R -71 Len Knecht 63 -04 N. Konwent 5H -26 John Murdoch 89 -14 N. Pestisme 63 -04 Lori Pitzer 2R -71 Mike Sullivan 3U -EH Gary Taller 46 -87 Rex Turner 7R -35 Subject: 1997 Washington State Contractor's License for The Boeing Company Enclosed is a copy of the Washington State Contractor's License for 1997. This license expires on January 1, 1998. Please contact me if you have any questions. D. B. Weigelt 1 -9604, 1F-09 (206) 655 -4535 Enclosure ROE i NCsc 294ML i ;I • `J •/J' / %IJ / / %/. // I{// I/// I//J/// JJIJ/JJ/J/J% I//% J/{// IJJ IJ///JJ/// J %/ / / % / /N / /J / / { / / { / / /N/JJ / /JJJN /J/ JJi / /J / /i /J /J / /J / / / /J /J / /JJ %J /( N / /J / %J / {% ii F825-052.0001 (3.82) A BOX SHOP AREA JOB 0160086 -00 41600 CENT 30 NEC 400D CFM 30 NECK 1000 C 3000 CF 24" NECK 42" DA LIN VOLTAGE T -STAT MOi NEED INSIDE AT ROOF LEVEL SET TO 80degF 36" DIA. 54 14 GA CAL.. LINE VOLTAGE T -STAT MOUNTED INSIDE AT ROOF LEVEL _S TO 80'F TI 6.18.97 11010" S5D7 SIMILAR EXHAUST FAN MOUNTED ON ROOF CURB ABOVE EXHAUST FAN lLla MbU,NTED,ON `WOOr ORB, 1/10 M510 24 ° 4 14 C4/1 GALV.I 40 12700 cfm 43 fpm TRANSITION TO 42 ROUND TRANSITION 48'x50 TO 40" ROUND 4000 CFM 30' NECK 20'0 14 GA 9700 cfm 4446 fpm 16'4 7500 4244 0 !4 GA GALV. 10700, cfm L1N • VOLTAGE T-STAT 1A09,f10 INSIDE AT ROOf LEVEL SET ITO 80degF EXHAUST FAN MOUNTED ON ROOF CURB ABOVE OR CONTINUATION SEE DETAIL TRANSITION 38'"x50 "+ TO 38" ROUND I M10 M503 "6'4 14 GA dFLV. 6500 cfm 4655 Ifpm 9'0 14 GA GALV. RADIAL ARM SAW d I 4527 fpm 1000 CFM 22 "x36" TRANSFER. V _GRILLE BOTH SIDES 4 V A. JI I 14 114 CA GALV - -' OF WALL (4 PLACES) 1 1 4500 cfm 1 4546 fpm 4527 fpm 5093 fpm 5 0 1 4 4210 Ifpm 12'0 14 GA GALV. I -- - r0 - 1 - 1- GA GALV. 4000 CFM P 1 4838 fpm 9 . - 54 14 GA GALV. 30 111•11 111•11 ® " NECK _ i a .1 'BAND SAW -- _ - - - -- 1. JOIN aJ I_ I .0 A 1000 CFM PLAN MATCH LIN FOR CONTINUATION SEE SHT -1P61 800 ! 94 14 'GA GALV. HVAC PLAN _ _� 6'4 14 GA GALV. 11600 1000 3 "-0" CFM CFM _ - 111•11.7 W • I• r." fide —or T'/ - FAC all MI MI WY. IVA OM II Mil -_ � - 38" DIA. 4000 CEO SD 30" NECK T•ULE SAW 1000 CFM 36" DIA. 4000 CFM 30" NECK 1M10 E.CARRIGAN DUCTWORK - REPLACEMENT AHU NOTES BLDG. 21 -04 e -1e -s7 M ECHANICAL MASTER COL. A- K/1 -3.5 LAST REVSCN SYMBOL 1M10A 21- 04 -1M1OA S508 -c 2 ) LEGEND: VTR VENT THROUGH ROOF GENERAL NOTES: r > FOR DUCT VERTICAL SUPPORT AND TRANSVERSE BRACING, SEE DETAIL 1M10 S510 [---> FOR DUCT LONGITUDINAL BRACING, SEE DETAIL 0 M KEY PLAN SCALE NONE 510 E> FOR DUCT LONGITUDINAL BRACING, SEE SECTION > FOR DUCT VERTICAL SUPPORT AND TRANSVERS BRACING, SEE DETAIL ; FOR DUCT 1 M10 5510 LONGITUDINAL BRACING, SEE SECTION 1M CONSTRUCTION NOTES: INSTALL HVAC DUCTWORK AND NEW DIRECT FIRED AIR HANDLER AS PER THIS SHEET AND DWG M503. INSTALL EXHAUST FANS ON ROOF MOUNTED CURBS WITH GRAVITY BACKDRAFT DAMPERS. INSTALL TRANSFER GRILLES ON BOTH SIDES OF WALL IN 4 PLACES. NOTE: INSTALL DUST COLLECTIONS DUCT WORK AS SHOWN. DUST COLLECTION SYSTEM CONSTRUCTION NOTES ARE PRINTED ON DRAWING #21 04 - 1M10B. DUCT LAYOUT AND INFORMATION IS OTHERWISE IDENTICAL. 0 812 0 t8' RECEIVED CITY of TOKWIIA JUN 19 1997 PERMIT CENTER 160086 -00 A 6,18.97 Of SW EQ 5' -0' EQ MU SM m�sox 8f VFW. MR BOEZAW FACILITIES DEPARTMENT AC GEPTAB LILY BL " °0N s m W J. BETfENDORF - a ` a TYP - e A RECORD DRAWING 1 V S, 60 SS VENT a o oPNG ° a 2 0 ° o.w.i - S160 0f daki RELOCATE BOX SHOP J$160086 -00 MA 6 -16 -97 MAW. W MM _ J. BETEN00RF - /� ^/ d BLDG. Z1 —04 STRUCTU AL MASTER COL. A- K/1 -3.5 D.C. v 7 DUST COLLECTOR ROOF PENETRATION � ` I 9-9-97 16D S5OD 4x10 DE S F . SUR, TYP UNO J .6 xo. 127017 D S160 5500 lif S160 S500 4X74_DF$1 DENSE — PURUNS @ 8' -0' MMMM MEMM 00R - O.C. TYP. OtU -TAM ^GIRDER -TYP - _ 4xi0 DF No. 1 - TYP, UNO © Q _ P . - 1 0• -10" 2' -7 10' -icr M. SCHOLZ 01092 p W. 21- 04-S160 . a a ACI1 1,44 �(�} I— (2)2x8 DF$1 a 4x10 DF$1 PURIJNS DENSE $® 80' O.C.. TYP. V - - P . • i 5160 S500 D > D 5160 S5CJ I i I/ I \ a a° a a 4 a 4 10' -10' 2• -r r -1o' 10• -1o" z• -r 10• -10° 1 A 1 - ® - _ N 1 ,-..1_i, �, 'I (2)2x8 DF$1 P - , - - (2)2x8 DF$1 4x10 DF$1 N 4x10 DF#1 - 37 3 3 y - _.. - - - __ -__ __— _... -_. - -_- __. - / A . / ,1 K� - 2'‘„ .... P ARTIAAL ROOF FRAMING f 55q PLAN Q P v r 1 SCALE 1/8" = P -0" SW MU SM m�sox 8f VFW. MR BOEZAW FACILITIES DEPARTMENT AC GEPTAB LILY BL " °0N s m W J. BETfENDORF - SMILE PARTIAL ROOF FRAMING PLAN sm r umiox KmL ME A RECORD DRAWING GM WI 1W 10.25.93 o.w.i - S160 0f B RELOCATE BOX SHOP J$160086 -00 MA 6 -16 -97 MAW. W MM _ J. BETEN00RF - /� ^/ d BLDG. Z1 —04 STRUCTU AL MASTER COL. A- K/1 -3.5 D.C. C DUST COLLECTOR ROOF PENETRATION MA 9-9-97 J. BETfENDORF - .6 xo. 127017 MMMM MEMM 00R - M. SCHOLZ 01092 p W. 21- 04-S160 20' -3 24' -3" 24' -3" 24• -3 24' -3' 24' -3' 24' -3" LEGEND: GENERAL NOTES: 1. ALL FRAMING MEMBERS FOR NEW OPENINGS SHALL BE (2) 2X8 DF No. 2 UNLESS NOTED OTHERWISE. 2. VERIFY ROOF OPENING DIMENSIONS WITH SMOKE VENT SUPPLIER. CONSTRUCTION NOTES: 4x10 DF$1 DUCT SUPPORT BEAM 0 10' -0" O.C. MAX. SEE ME" H. DWG. 1M10. 4x10 DF$1 DUCT SUPPORT BEAM, ALIGN h CENTERED ABOUT DUCT BELOW. SEE MECH. DWG. 1M10. 4x10 DF$1 TO SUPPORT DUCT PENETRATION THRU THE ROOF CE .. H. DWG. IM10. ® 4x10 DF$1, USE SIMPSON U410 TIP. ® ALL CONNECTION. NAIL PLYWOOD ALONG THE 4 EDGES TO THE FRAMING W/ 8d 0 4" O.C. '5 KEY PLAN RECEwt�), SCALE: NONE 20' —S 24' —S' 24' -3" 24' —S 24' —S 24' —S 24' — S 24' - 3" 20' -0" (2)2x8 DFj1 4x10 DFl1 4 , w i .111111/6. Ara. 40'SQ. OPENING — FOR DUCT -- PEW! .. _ _ 576 S500 S16i — I S500 KAI IUN 5' -0 1' -5" — 70" 14' -0" (2)2x8 DE1 7 GLU —LAM GIRDER, 1W 4x1 DFj1 DENSE P URLYNS ®8' -0' O.C. TYP. EQ 5'--0 EO 3 4x10 DF #1 FAN OPENING B f AS 3 I61 5500 516 550051615500 6 } f 4x10 DF SEL SIR TO', UNC Q S 161 S500 0 r � I \F ,1 • s. 4x10 OF No. 1 1YP, UNO 5761 S500 D • Y 5161 5500 LJ 5161 5500 ;;./' / \ iN I / , / ' // / \ I _- -- - - --- -- L; - — . A . ECORD DRAWING ELOCATE BOX SHOP J# 160086 - 00 GM M.ABDI APPRIAID W1 1W 10.25.93 6 -18 -97 PARTIAL ROOF FRAMING PLAN SCALE: 1/8 = 1' -0" BOEZAIG FACILITIES DEPARTMENT ACCEPTAB 116 MON MAP MFROVED J. BETTENDORF D.W. LYTILE JJ. BETTENDORF J. 6TTENOO8F APPROVVO W.E. MOOR M. SCHOLZ 1 0 1292 N STRUCTUAL MASTER 5) 7/ LEGEND: BLDG. 21 -04 GENERAL NOTES: PARTIAL ROOF FRAMING PLAN 1. ALL FRAMING MEMBERS FOR NEW OPENINGS SHALL BE (2) 2X8 DF No.2 UNLESS NOTED OTHERWISE. 2. VERIFY ROOF OPENING DIMENSIONS WITH SMOKE VENT SUPPLIER. CONSTRUCTION NOTES: 4x10 DF #1 DUCT SUPPORT BEAM 6 10' -0" O.C. MAX. SEE MECH. DWG. 1M11. 4x10 DF #1 DUCT SUPPORT BEAM, ALIGN & CENTERED ABOUT DUCT BELOW. SEE MECH. DWG. 1M11. 4x10 DF #1 TO SUPPORT DUCT PENETRATION THRU THE ROOF. SEE MECH. DWG. 1M11. 5160 5162 CI KEY PLAN SCALE NONE COL. A— K/3.5 -6 D.C. JOB RECEig cm of Tuxwiu JUN 191997 11 PERMIT CENTER 0 LAST RE.S I STEEL S161 127017 B 6/18/97 21 -04 -5161 Or A NOTES: 10d NAILS ®G OC AROUND OPNG, 1W 2x4 ROOF STIFFENER BEYOND 1/2 "0 A307 BOLTS 2' -0 OC STAGGER NEW 4x10 4X14 PURUN PLAN srr1E ,7s SEE ARCH FOR SMOKE VENT CURB iI PL 3/8x4 3/4x0' -6" BEARING SEAT (2) 2x8 DF NO 2 CONNECT TOGETHER W /(2) ROWS OF 10d NAILS ® 6° OC SIMPSON U26 -2 STD JOIST HANGER 1. CONTRACTOR SHALL VERIFY OPENING DIMENSION WITH EQUIP SUPPLIERS. 2. REMOVE 2x4 ROOF STIFFENERS AS REQUIRED TO INSTALL NEW FRAMING. SECTION SCALE: 1 = 1' -0° 5160 -5163 5500 m 1oo9 RELOCATE BOX SHOP JOB #160086 -00 MA 6.18.97 A) L6x4x3 /8x0' -8' TYP PRECAST CONC WALL (2) 5/8 DRILLED CONC ANCHORS W/ 4' EMBED 4x10 NOTE: TO AVOID SPALLING OF CONCRETE PANEL, ANCHOR EMBEDMENT SHOULD NOT EXCEED 4 INCHES. 4x14 PURUN SECTION n SCALE 1 = 1' -0" S160— S16>�5500 1/2'0 A307 BOLTS ® 2' -0" OC STAGGER SECTION SCALE: 1 = 1' -0 S160— S163LS500 LEDGER (2) 3/4°0 A307 BOLTS (2 TOTAL) MIN GLULAM BM 4x10 TYP BOW/AEG FACILITIES DEPARTMENT (4) 10d NAILS, TYP EA SIDE 2x4 EXIST RAFTER 4x4 SHIM OVER 4x10 0 THE OPENING ONLY 4x10 DF #1 NOTES: 1. CONTRACTOR SHALL VERIFY OPENING DIMENSION WITH EQUIP SUPPLIERS. 2. REMOVE 2x4 ROOF STIFFENERS AS REQUIRED TO INSTALL NEW FRAMING. SECTION SCALE NONE 10d NAILS 0 6" OC AROUND OPNG, TYP (2) 2x8 DF #1 SIMPSON U26 -2 JOIST HANGER (F� s160,s61 s,OU 4x10 S160—S163±5500 TIMBER / COL ROOF EL VARIES SECTION SCALE: 1 = 1' -0" ACCEPTAB LI1Y ms CCM SPIMIFILMIN s GRID J. TURKS GOAD J. BURKS APPROM MPPLIVED BLOCKING GLUTAM GIRDER BEYOND 2x4 STIFFENERS SIMPSON U410 STANDARD JOIST HANGER BEYOND NAIL PER MFG RECOMMENDATIONS f 11/95 4/21/95 TRUCTURAL MASTER ALL LEGEND: BLDG. 21 -04.1 GENERAL NOTES: CONSTRUCTION NOTES: ROOF FRAMING & WIRE WAY DETAILS CORP. PARK ECEIVED CITY OF TUKWIL4 JUN 191997 PERMIT CENTER WT 8299 I mmL S500 747430 21- 04 —S500 A 6.18.97 S502 24' -3" 24"-3" 9' -6" 9'-I -o° -tr SAW CUT AND ASPHALT PAVEMENT REMOVE CURB GRADE TO .MATCH IN THIS AREA EXISTING PAVEMENT SS502 BUILDING 21 -04 6' -0 " 1' -8 6' -8" S502 S503 APPRAID 4 H6 DETAIL N SCALE: 3/8 =1' -0" S I 5 (DUST COLLECTOR FOUNDATION) WEIGHT =4,800 LBS FOUNDATION PLAN SCALE: =V (T 3/4"0x2'-3 1/2" LONG ANCHOR BOLT -3 1/2" THREADED PROJECTION (TYP, 16 REO'D) S502 5503 #4 TIE 3" 1' -6"x1' -6" x6" HIGH CONCRETE PEDASTAL (TYP 4 PLACES) { , \ 2" CUT . � I J ) (TYP) MISON 24' -3° _ 20' -0° EXISTING TILT -UP S5 { \ 5502 1 SS02 CONCRETE WALL ASPHALT PAVEMENT SEE 5502115503 01 APPROVED H 3' -1 1/2 3' -1 1/2" DETAIL SCALE: 3/8" =1' -0" (FAN FOUNDATION) WEIGHT= 3,000 LBS EXISTING CURB NEW GUARD POST, SEE SECTION S502 5503 '�% BOE /iYG FACILITIES DEPARTMENT 2' -8" 4' -2" DETAIL SCALE: 3/8"=1' -0" (CYCLONE FOUNDATION) WEIGHT= 3,000 LBS DETAIL SCALE: 3/8 =1' -0 (AHU FOUNDATION) WEIGHT= 4,365 LBS PPPRIMED DP 2' -8" ° T R 6 o r 3/4 "0x2' -3 1/2" LONG ANCHOR BOLT -3 1/2" THREADED PROJECTION (TYP) (16 REQUIRED) 1'- 6 "x1' -6 "x6" HIGH CONCRETE PEDASTAL (TYP 4 PLACES) S502 O OAF S n 0 K.BUN/ MART TMAR M. ABDI S. RANGARAM CNEWED G. McKINNEY E.E. CARRIGAN 5-15-97 6 -18 -97 1) STRUCTURAL MASTER LEGEND: FOUNDATION PLANS BLDG. 21 -04.1 NOTES: 1. CHECK VENDOR DRAWINGS OR ACTUAL EQUIPMENT FOR ANCHORING DETAIL OF THE EQUIPMENT BEFORE POURING CONCRETE. 2. FOR GENERAL NOTES, SEE DRAWING 53. 3. TOP OF FOUNDATION ELEVATION SHALL BE IN LEVEL WITH THE EXISTING TOP OF CURB. CONSTRUCTION NOTES: COL. F -K /1 D.C. CIT VOF JUN 191997 PERMIT CENTER S502 160086 -00 21 -04 -5502 00 EXISTING IL GRADE r 3" CLR T EXISTING GRADE--, 215 CORNER BARS 2' -3 /509 r CLR 21' GRANULAR DLL COMPACTED TO 95% MODIFIED PROCTOR ASTM 01557 OR UNDISTURBED COMPACTED SOIL SECTION SCALE 3/8=1'-O 55021 S503 _ 1 EXISTING Ro' / GRADE 3 CLR () CC za SECTION SCALE: NONE 2" CLR }6 ®12 Ato GRANULAR FILL COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557 OR UNDSTIURETED COMPACTED SOIL SECTION 6p SCALE 3/8" =1'-0 551)2 550 31/2" , 3 1/2' SUPPO COL I i W1IH BASE R TOP OF PEDASTAL S502 S503 (2) 3/4 A307 HEADED ANCHOR (4 TOTAL) 18 I N rnq1 RN !SHED PAVEMENT PRECAST CONCRETE PANEL WALL SECTION SCALE: NONE (1 i PILE & GRADE 13 "� BEAM (EXIST) 1 / 2 ' FOR SECT H 10" FOR SECT J FINISHED PAVEMENT r 3 CLR T (TYP)- EXIST PILE CAP EXIST WOOD PILE 5502 S502 S503 SECTION SCALE: 3/8 =1' -0 STYRO FOAM - THICKNESS VARIES 1/r -1 NEW FOUNDATION, SEE PLAN FOR DEPTH 1 )'s 0 12 /4 TIE 1 ( EXISTING GRADE 5 ®,2 ; r 6 GRANULAR ALL COMPACTED TO 95% MODIFIED PROCTOR ASTM 01557 OR UNDISTURBED COMPACTED SOIL MINIMUM COMPACTED DEPTHS 1 8 r to I L 5502 S503 NEW ASPHALT PRIME COAT, MC -70 APPLIED AT 0.20 GAL/SY NEW WSDOT CLASS "0 ASPHALT CONCRETE �_•,_o • 0 °a .• G° o FOUNDATION CONCRETE (TYPICAL ASPHALT PAVEMENT) SECTION S50�S503 SCALE 1' =1' -0 FILL PIPE WITH CONCRETE TYPICAL MIRE GRADE NEW 4 SEA STEEL PIPE PANT TRAFIC YELLOW GUARD POST SECTION S5O�S503 SCALE NONE 15@12 GRANULAR FILL ::'... COMPACTED YO 95% MOORED PROCTOR ASIA 91557 OR UNDISNJEDTD COMPACTED SOIL 1/2 EXPANSION JOINT MATERIAL NEW CRUSHED SURFACING TOP COURSE WSW STD SPEC 9-03.9 (3) COMPACTED TO AT LEAST 95% MAXIMUM DENSITY PER ASTM 01557 9r SiRUCIURAL FILL PLACED IN LAYERS NOT MORE THAN 8' DEEP AND COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY PER ASIBI 01557 r CLR /5012 SECTION Lal SCALE 3/19' =1' -O" 5502 5503 0 0 a L 3" CLR (NP) SECTION SCALE: NONE EXISTING GRADE 3" 3 550215503 SUPPORT COL WITH BASE FE TOP OF PEDASTAL (2) 3/4"0 A307 HEADED ANCHOR (4 TOTAL) LEGEND: NOTES: 1. CHECK VENDOR DRAWINGS OR ACTUAL. EQUIPMENT FOR ANCHORING DETAIL OF THE EQUIPMENT BEFORE POURING CONCRETE. 2. FOR GENERAL NOTES, SEE DRAWING SD. CONSTRUCTION NOTES: NECFN20 E C as ENTL•• .N■ bl _ ineteZQ m � are FAO EPTA N SIIELF1201 IS , K .BLA% M.00TJM,R 5 =15 -97 wB1°" DETAILS AND SECTIONS Cat °"6 I m °° IA A MODIFY CONCRETE PAD NA 9/5/97 M.. ABDI s S503 ° � °o S. RANGARAM - BLDG. 21- 04.1 STRUCTURAL MASTER COL. N/A D.C. °° 160086_00 G - .F 5. E ARIGAN 5 -19-9] 21- 04 -S503 00 EXISTING IL GRADE r 3" CLR T EXISTING GRADE--, 215 CORNER BARS 2' -3 /509 r CLR 21' GRANULAR DLL COMPACTED TO 95% MODIFIED PROCTOR ASTM 01557 OR UNDISTURBED COMPACTED SOIL SECTION SCALE 3/8=1'-O 55021 S503 _ 1 EXISTING Ro' / GRADE 3 CLR () CC za SECTION SCALE: NONE 2" CLR }6 ®12 Ato GRANULAR FILL COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557 OR UNDSTIURETED COMPACTED SOIL SECTION 6p SCALE 3/8" =1'-0 551)2 550 31/2" , 3 1/2' SUPPO COL I i W1IH BASE R TOP OF PEDASTAL S502 S503 (2) 3/4 A307 HEADED ANCHOR (4 TOTAL) 18 I N rnq1 RN !SHED PAVEMENT PRECAST CONCRETE PANEL WALL SECTION SCALE: NONE (1 i PILE & GRADE 13 "� BEAM (EXIST) 1 / 2 ' FOR SECT H 10" FOR SECT J FINISHED PAVEMENT r 3 CLR T (TYP)- EXIST PILE CAP EXIST WOOD PILE 5502 S502 S503 SECTION SCALE: 3/8 =1' -0 STYRO FOAM - THICKNESS VARIES 1/r -1 NEW FOUNDATION, SEE PLAN FOR DEPTH 1 )'s 0 12 /4 TIE 1 ( EXISTING GRADE 5 ®,2 ; r 6 GRANULAR ALL COMPACTED TO 95% MODIFIED PROCTOR ASTM 01557 OR UNDISTURBED COMPACTED SOIL MINIMUM COMPACTED DEPTHS 1 8 r to I L 5502 S503 NEW ASPHALT PRIME COAT, MC -70 APPLIED AT 0.20 GAL/SY NEW WSDOT CLASS "0 ASPHALT CONCRETE �_•,_o • 0 °a .• G° o FOUNDATION CONCRETE (TYPICAL ASPHALT PAVEMENT) SECTION S50�S503 SCALE 1' =1' -0 FILL PIPE WITH CONCRETE TYPICAL MIRE GRADE NEW 4 SEA STEEL PIPE PANT TRAFIC YELLOW GUARD POST SECTION S5O�S503 SCALE NONE 15@12 GRANULAR FILL ::'... COMPACTED YO 95% MOORED PROCTOR ASIA 91557 OR UNDISNJEDTD COMPACTED SOIL 1/2 EXPANSION JOINT MATERIAL NEW CRUSHED SURFACING TOP COURSE WSW STD SPEC 9-03.9 (3) COMPACTED TO AT LEAST 95% MAXIMUM DENSITY PER ASTM 01557 9r SiRUCIURAL FILL PLACED IN LAYERS NOT MORE THAN 8' DEEP AND COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY PER ASIBI 01557 r CLR /5012 SECTION Lal SCALE 3/19' =1' -O" 5502 5503 0 0 a L 3" CLR (NP) SECTION SCALE: NONE EXISTING GRADE 3" 3 550215503 SUPPORT COL WITH BASE FE TOP OF PEDASTAL (2) 3/4"0 A307 HEADED ANCHOR (4 TOTAL) LEGEND: NOTES: 1. CHECK VENDOR DRAWINGS OR ACTUAL. EQUIPMENT FOR ANCHORING DETAIL OF THE EQUIPMENT BEFORE POURING CONCRETE. 2. FOR GENERAL NOTES, SEE DRAWING SD. CONSTRUCTION NOTES: NECFN20 E C as ENTL•• .N■ bl _ ineteZQ S507 EL 18' -0 "' VERIFY 3/8 PL . Mf- SECTION SCALE: NONE RBASJM 1/2 ° 0 HILII ANCHOR ROD WI HIT HYI50 ADHESIVE x 4 1/4" EMBEDMENT 3" SECTION SCALE: 3/4-=r-o- /2"0 /4 =1'-0" /2 "0 THREADEDD THRU ROD W /HEAVY HEX NUT W /HIT NY150 ADHESIVE (TYP) 8104 ANGLE Bo /(2) I/2"0 1/2'9 BOLT & BOLT AND N225 NUT (TV) SPRING NUT TYP 5 1 /2 "P /C CONIC PANEL OVER ROLL — UP DODR V--0" 6" 3 • DIMENSION AND /OR ELEVATION TO BE VERIFIED. m ° '' -2 11+105 1/2" WITH LOOK'WASHER AND HAJ 1/2" (TYP) 5507,S508 S507 1/2 THREADED THRU ROD W /HEAVY HEX NUT W /HIT 115150 ADHESIVE (TIP) 1/2 °0 HILTI ANCHOR ROD W/ HIT HY15O ADHESIVE x 4 1/4 EMBEDMENT STRUT B22 (TYP) M517 220 DUCT, SEE MECH 1/2,2 1/2x12 GA EL 23' -10 B634 ADJ HINGE, TYP ®2 ENDS 1/2 "0 BOLT & NUT (TYP) B22 STRUT DETAIL SCALE: 1 " =1' -0" Eh 0 La 3/8" PL 1/2 "0 HIED ANCHOR ROD WI HIT HYI50 ADHESIVE x 4 1/4" EMBEDMENT J ! TOC 26' -6 "' 8104 ANGLE W/ ( 1/2 °0 BOLT AND N225 SPRING NUT TYP M510 S507 1/2 "0 THREADED ROD W /HEAVY HEX NUT W /HIT HY150 ADHESIVE (TYP) SECTION SCALE: 3/4"=V-0" 8341 SPLICE PL. B22 STRUT UNDER B22TH STRUT (LONGITUDINAL DUCT BRACE) 6' - 10" MECH DUCT ABOVE 1/2 BOLT & NUT (TYP) STRUT B22 (TYP) 8104 ANGLE • DIMENSION AND /OR ELEVATION TO BE VERIFIED. 1/2"0 Hllll ANCHOR ROD W/INT HY150 ADHESIVE 4 1/4" EMBEDMENT BOE /,VG FACILITIES DEPARTMENT M510,iL1i0 5507 DETAIL SCALE 1 " =1' -0" 240 DUCT, SEE MECH 1_2 l/2x2 1 /202 GA FL 26' —B" 8634 ADJ Imo, TYP dI 2 ENDS 3/8" VIM 1/2 "0 HILII ANCHOR ROD W/ HIT HY150 ADHESIVE x 4 1/4" EMBEDMENT 5 1 /2 "P /C CONIC PANEL B335 ADJ HINGE B22 STRUT 5 1/2" P/C WALL PANEL M510,S5081 5507 W11151 /Pi CO TOC 26' -6" ' 8104 ANGLE W/ ( 1 / 2 " BOLT AND N225 SPRING NUT TYP 1/2 "0 THREADED ROD W /HEAVY HEX NUT W /HIT HY150 ADHESIVE (TYP) STRUT B22 (TYP) SECTION SCALE: 3/4 " =1' -0" ACCEPTAB LOY INs OEM 6' -10" 1/2 "0 BOLT & NUT (TYP) L2x2x12 GA. DIMENSION AND /OR ELEVATION TO BE VERIFIED. K.BUN MDI M. ABM S. RANGARA G. McKINNEY E. CARRIGAN 1 -15 -97 6 -16 - W I15101S5 -77 240 DUCT, SEE MECH EL 22' -10" STRUCTURAL MASTER 8634 ADJ HINGE, TYP ® 2 ENDS LEGEND: SECTIONS AND DETAILS BLDG. 21 -04.1 GENERAL NOTES: 1. FOR GENERAL NOTES, SEE DROWNS 53. CONSTRUCTION TS: MAX DUCT UNSUPPORTED LENGTH NOT TO EXCEED PROVIDE ONE (MIN) LONGITUDINAL BRACE FOR EVERY DUCT RUN. SPACING BETWEEN THE LONGITUDINAL BRACE IN EA RUN NOT TO EXCEED 40' -0" MAX. COL. N/A D.C. CI R OF E TUKWILA JUN 1 91597 PERMIT CENTER S507 160086 -00 21 -04 -5507 3508 TOD 22' -7" AFF " I (TOD 18' -1 3/4 AFF 3 48/50 DUCT (2 TYP) 8107 -22 FITTING NUJ S � STRUT B22, OONT. (2)622x8 LONG SHIM OVER COLUMN B22A4 POST B570A POST BAST= W /(4) 1/2'0 MLR KWIK BOLTx3 I/2° EMBEDMENT 6' -0" y T STRUT 822, CONT. DUCT SUPPORT FRAMING SCALE 1/2" =1 " -0" (10' -0 DC MAX SPACING) M503 6508 6° LINE B2069 CLAMP B22 STRUT B22A (DOUBLE STRUT) 6281A 1/2" KWIK BOLT (4 EA.) 3 -1/2" MIN. EMBED. TYP PIPE SUPPORT DETAIL n SCALE: NTS 1M 5508 iougq /2 "8 HID ANCHOR ROD & HIT HY150 ADHESIVE x4 1/4" EMBEDMENT, (TYP) STRUT 822 (TYP) 6104 ANGLE (TYP) STRUT B22A (TYP) 3/8 ° x12" PL 1/2 "8 THREAD THRU5°7 5508 ROD & HIT HY150 ADHESIVE, W /HEAVY HEX NUT (TYP) STRUT 822 SECTION SCALE: 3"="1 S503 TOD 22' -7" AFF 48/50 DUCT 3 1/4` A DUCT SUPPORT FRAMING SCALE 1/2" =1 " -0° (10' -0 OC MAX SPACING) STRUT 822A STRUT B22 LONGITUDINAL BRACE 8 40' OC MAXIMUM FOR CONNECTION TO WALL, SEE DETAIL S508 5507 S 50$ STRUT 622, CONE. STRUT B22 STRUT B22A 13104 ANGLE (TYP) STRUT B22, CONT. DETAIL SCALE 3 =1' -O" --L 1 -1/2`0 THREAD THRU ROD & HT HYI50 +w �i ADHESIVE W/TEAVY \ I HEX MUT (TYP) ROD & HYI5 �B ANCHOR ROD & hiT 0 ADHESIVE s4 1/4" EIF, (TYP) BOE/AW FACILITIES DEPARTMENT 1122A STRUT /8"x12' PL 13107 -22A ° U" SUPPORT 822X8" LONG SHIM (2 TYP) 8558 ANGLE BOTH SIDE B22A4 POST 5508 ACCEPTAB B22 1/20 HILT KWIK BOLT 0 4' -0" 0.C., 3 -1/2" MIN. EMBEDMENT DETAIL TYP FOR PIPE ADJACENT TO WALL SCALE 1 -1/2 = 1' -0" 1M10 S50B K.BG10' M.DITTM M. ABDI M. ABDI S. RANGARAM G. MCKINNEY CARRIGAN 9 330 -97 6 -18 -9 STRUCTURAL MASTER LEGEND: SECTIONS AND DETAILS BLDG. 21 -04.1 TOD TOP OF DUCT GENERAL NOTES: 1. FOR GENERAL NOTES, SEE DRAWING S3. CONSTRUCTION NO1LS: COL. N/A D.C. REIVED CITY CE OF TUKWILA JUN 1 9 1097 PERMIT CENTER UST NR6WN I S508 160086 -00 21 -04 -5508 822 COLUMN S509 , B22 MECHANICAL UNIT OUTLINE I DUCT SUPPORT- PARTIAL PLAN M503 5509 NOTE: FOR DIMENSIONS, SEE MECHANICAL DRAWINGS. SCALE: 3/4 = 1' -0 35 -2 -1/2 ADJ HINGE (TYP) 1/2 ° 0 ° HILTI`ANCHOR ROD A HIT HY150 ADHESIVE 4-1/4 EMBEDMENT CONC FLR 8104 SECTION SCALE: 1 -1/2" = 1' -0, 5 B280 1/2 "0 HILTI KWIK BOLTx3 1/2 EMBEDMENT, 4 TOTAL 822D 8104 ANGLE (TYP) m B22 COLUMN \/ B22 S509 1/2 THREAD THRU ROD W /HILT] HIT HY150 ADHESIVE, PLACE 0 8 FROM CORNER & W 16 O.C., (3 BOLTS MIN EA SIDE) 1/2 "0 HILT] ANCHOR ROD & HIT HY150 ADHESIVEx4 1/4 EMBEDMENT 0 8 FROM EA CORNER & 016 O.C. (3 BOLTS MIN EA SIDE) 3/8 1/2 FLAT BAR g al a_ 0048.9 9 SECTION SCALE: NONE 5 509 1/2 1/2 FLAT BAR TYP BOEZAVG FACILITIES DEPARTMENT S� 4' -1 1/4" DUCT PENETRATION DETAIL SCALE P = 1'-O 220 DUCT 0 BP A8U1 aVflOYED 2 1 —11 1/4 • 8 (TYP) 8" (TYP) • M503 S509 M.DI1TMAR /K.BUN 611 -97 M. ABDI M. ADD] S. RANGARAM - G: McYCINNEY E. CARRIGAN 6 -IB -97 2" (TYP) 2" (TYP) WELD 5 1/2" PLATES 3/8 I 5 1/2 ALONG JOINT / W CORNER TYP 2" (TYP) 2" (TYP) DUCT PENETRATION DETAIL SCALE: 1° =1' -0" M 5509 �\ <TYP 1/2 "x10" FLAT BAR (TAP) 1/2 "x5 1/2" FLAT BAR SAW CUT 51 "x53" OPN'G FOR 48 ° x50" DUCT PENETRATION SAW CUT 25 "x25" OPN'G 1/2 "x5 1/2" FLAT BAR 1/2 "x10 FLAT BAR (TYP) WELD 5 1/2" PLATES ALONG JOINT 3/8 5 1/2 W CORNER, (T(P) STRUCTURAL MASTER LEGEND: SECTIONS AND DETAILS BLDG. 21 -04.1 GENERAL NOTES: 1. FOR GENERAL NOTES, SEE DRAWING S3. CONSTRUCTION NOTES: COL. N/A D.C. RECEIVED CDY OF TUKNILA JUN 1 9 1997 PERMIT CENTER ON S509 160086 -00 21 -04 -5509 4x10 DUCT SUPPORT BEAM B22 ROD STIFFENER & SC228 STIFFENER �T ASSEMBLY @ LONGITUDINAL BRACE LOCATION ONLY ROUND DUCT , FOR SIZE & LOCATION SEE MECH. DRAWINGS 7010 & 1011 8335 -2 -1/2 ADJ. HINGE 5510 (TYP) 1/2 "0 THD. ROD TYP. 2 -1/2 "x112 GA. STRAP 1/2 "0 BUL7 & NUT• STRUT B22 ROUND DUCT SUPPORT DETAIL SCALE: 1 -1/2" = 1' -0" DUCT PERPENDICULAR TO DUCT 1MIO S510 SUPPORT BEAM ABOVE EXIST. GLUELAO BEAM (2)1/2 "0 15/16 BOLT & N225 SPRING NUT LONGITUDIAL STRUT B22 BRACE @ 40' O.C. } STRUT 822, TYP, L4x3x3/R W /(2) 1/2 ° 0 THRU BOLTS (2)1/2 "0x15 /16" BOLT & N225 SPRING NUTS 822 ROD STIFFENER A SC228 STIFFENER ASSEMBLY @ TRANSVERSE BRACE LOCATION ONLY TRANSVERSE STRUT B22 BRACE @ 40' O.C. MAX. 1 8335 ADJ. HINGE (2) HN W / 1/2 LONGITUDIONAL DUCT BRACING SCALE: 1 -1/2" = 1' -0" 1M10 5510 L4x3x3 /8 W /(2) 1/2 ° 0 THRU BOLTS 8335 ADJ. HINGE TYP. @ 2 ENDS (2) HNCS 1/2 "x15/16" W/ LOCKWASHER & TM 1/2 EXIST. 4x14 ROOF PURLINS @ io 9 er B22 STRUT, SPAN BETWEEN 2x4'S S510 NEW 2x4, CONNECT TO EXIST. 2x4 RAFTER, TYP. @ TWO ADJACENT 2x4 RAFTERS SCALE: 1 -1/2" = 1' -0" (1)10d WOOD SCREW ROUND DUCT , FOR SIZE & LOCATION SEE MECH. DRAWINGS 1010 & 1011 (1) 10d WOOD SCREW TO EA. 2x4 8d NAIL @ 16" O.C. TOP 6 BOTTOM, STAGG AS SHOWN 8335 -2 -1/2 ADJ HINGE 1/2 "0 BOLT & RVT 2 -1/2 "x12 GA. STRAP STRUT B22, TYP. ROUND DUCT SUPPORT DETAIL 4 NOTE: WHERE DUCT IS LOCATED PARALLEL & WITHIN 3' FROM GLUE -LAM BEAM, DUCT LONGITUDIONAL BRACING SHALL BE PER DETAIL 3 ON THIS DRAWING. LONGITUDIONAL DUCT BRACING STRUT 822, TYP. IY j (3)84 TOE NAIL TO EXISTING 4x14 PURLINS, 7YP. @ BOTH ENDS EXIST. 2x4 RAFTER S510 S510 1010 1011 LONGITUDIAL STRUT B22 BRACE @ 40' O.C. MAX. BOE/iVG FACILITIES DEPARTMENT EXIST. GLUE -LAM BEAM 4x10 DUCT SUPPORT BEAM I/2'0 THD. ROD TYP. B22 )030 STIFFENER & SI7228 STIFFENER ASSEMBLY @ TRANSVERSE BRACE LOCATION ONLY 8335 ADJ. HINGE TRANSVERSE STRUT 822 BRACE @ 40' O.C. MAX. SCALE 1 -1/2" = 1'-IT DUCT PARALLEL TO DUCT SUPPORT BEAM ABOVE 1M10 5510 1011 1/2 ° 0 THD. ROD (1)704 WOOD SCREW 8335 -2 ADJ. HINGE STRUT B22, TYP. II ! III � B22 ROD STIFFENER & SC228 STIFFENER ASS CO LONGITUDIONAL DUCT BRACING SCALE: 1 -1/2" = 1' -0" 5510 5510 1M10 1811 ACCTPTAB UT 4x10 DUCT SUPPORT BEAM (2)1/2 ° 0x16/16" BOLT & N225 SPRING NUTS LAXLY / DJ. HINGE 0335 -2 -1/2 ADJ. HINGE PUN BY M. DITTMAR 6 -10 -97 M. ABDI 6 -18 -97 M. ARDI 6 -18 -97 S. RANGARAM 6 -18 -97 liFROVED G. McKINNET 6 -18 -97 E. CARRIGAN 6 -18 -97 L4x3x3/8 W /(2) 1/2 "0 THRU BOLTS bra 9110WILE STRUT B22, TYP. 4x10 DUCT SUPPORT BEAM (1)10d WOOD SCREW 1/2 "0 THREADED ROD SECTION SCALE: 1 -1/2" = 1' -0" S� W ) LOCKWASHER & / 1 /2" LONGITUDIONAL STRUT B22 BRACE @ 40' O.C. MAX, LEGEND: SECTIONS & DETAILS GENERAL NOTES: 1. FOR GENERAL NOTES, SEE DRAWING 53. CONSTRUCTION NOTES: PROVIDE TWO TRANSVERSE BRACE @ EA. DUCT RUN. MINIMUM SPACING BETWEEN TRANSVERSE BRACE NOT TO EXCEED 40' -0" MAX. PROVIDE VERTICAL SUPPORT FOR DUCT 0 10' -0" O.C. MAX. PROVIDE ONE (MINIMUM) LONGITUDIONAL BRACE @ EA. DUCT RUN. SPACING BETWEEN LONGITUDINAL BRACES NOT TO EXEED 40' -0" MAX. ® SEE DRAWING 5160 & S161 FOR 4x10 DUCT SUPPORT BEAM LOCATION. STRUCTUAL MASTER BLDG. 21 -04 D.C. RECENED cm oP Tuxwlu JUN 191997 PERMIT CENTER Nx�1a. E SHEET S510 CAT 160086 -00 21-04-S510 I w t V AZIX w v� 3 FUTURE ROOM ec 7 4000 CFM —42 DIA. 4000 CFM 30" NECK 1000 C FM 3000 CFM 24" NECK LINE VOLTAGE T -STAT MOUNTED INSIDE AT ROOF LEVEL SET TO 80degF 36" DIA. 30 DIA lv7 Hi UNEI VOLTAGE T -STAT MOUNTED INSIDE AT ROOF LEVEL SET 'TO 80degF VW VW 1' Q ©EV 42" DIA. 0 EXHAUST FAN MOUNDED ON ROOF CURB ABOVE 9 O • Ala WY EXHAUST FAIN MOUNTED ON ROOF CURB. ABOVE 1M10 M510 ma 4 fpm 12 TRANTO 4 ON ROUND 48'x50 a , TRANSITION 48x50 -. TO 40 ROU t I 1.1 IN TRANSITION t ` 22" 107 II l CFM 405 . l NECK I � 36 DIA 7"0 3742 fpm \ 30 DIA 24'0 12700 cf 4043 fp m 20'11 970G� 444 ! CFM NECK OI — \ 650 46 k \ 1, 14,,0 V :4.50C Al II lEr 4000 CFM 42 C � . 41111:4 30" NECK i U F a "dTl� 1 18 444 fp fr 5073 fpin 7 �0 / 5093 fpm 7"0 4490 fpm 9"0 4527 fpm 1Y0 48x50 SUPPLY ABOVE (q_ AT 20' L 6" AEI) 48x50 RERIRN BELOW (CL AT 16'1-0 3/4 AFF) RIPPER SANDER 500 CFM SAW CCCM LINE VOLTAGE T -STAT MOUNTED INSIDE AT ROOF LEVEL SET TO 80degF — TORE MODEL 164 DUST COLLECTOR RATED TO 500 CFM @3.5" ESP 3/4 HP, 460 V MOTOR 0 • WY EXHAUST FAN MOUNTED ON ROOF CURB ABOVE RADIAL ARM SAW Mil YS.. U11 4546 fpm 4527 ipm 5093 fpm �1 9"0 - ifl G 1000 FOR CONTINUATION SEE DETAIL D:: 1 TRANSITION 38x50 ", - TO 38" ROUND j 6"0 5093 fpm; 1M10 M503 I UU T. }M l - - TABLE SAW 1008 CFM w 4000 CFM 30" NECK e v 4000 CFM 30" NECK DIA. 30" DIA. 1M12 N IF 30" NECK 3' -0" 1 '' r 22"x36" TRANSFER _GRILLE BOTH .SIDES _ -- OF WALL (4 PLACES) HVAC PLAN 1/8 =1•-0 MAC( L 3' -0 " 1 -.. -- SHT MMEE 800 CFM 6"0 TO TABLE SAW 1000 CFM BAND SAW 4000 CFM 30" NECK TABLE SAW 1000 CFM 3Y' DIA. 36 ROUTE THE DUCT WORK THROUGH THE ROOF AND OVER THE EDGE OF THE NORTH WALL. PROVIDE A ROOF PENETRATION AS PER THE STRUCTURAL DRAWINGS. ROUTE THE DUCT WORK EAST TO THE NEW CYCLONE INERTIAL SEPARATOR. ROLL THE 90' ELL AT 45 TO MAKE THE ELEV. CHANGE NECESSARY TO TIE INTO THE CYLCONE. SUPPORT AT 10' INTERVALS AS PER THE STRUCT DRAWINGS. A •. 90' T k 454 Co Mai - 0049 y - Rp EIVMO A LEGEND: VTR VENT THROUGH ROOF GENERAL NOTES: CONSTRUCTION NOTES: RELOCATE THE FARR MODEL TEN -KAY SIZE 30 LS DUST COLLECTOR CARTRIDGE HOUSE FROM THE 7 -81 -2 BUILDING TO THE SITE SHOWN. INSTALL ON THE FOUNDATION PROVIDED BY THE STRUCTURAL DRAWINGS. INSTALL THE NEW FARR MODEL #2DF -44 CYCLONE INERTIAL SEPARATOR ON THE FOUNDATION PROVIDED BY THE STRUCTURAL DRAWINGS. INSTALL THE NEW TWIN CITY FAN MODEL TYPE HIT SIZE 270 FAN ON THE FOUNDATION PROVIDED BY THE STUCTURAL DRAWINGS. PROVIDE A MINIMUM 96" BETWEEN THE LAST FITTING AND THE INLET TO THE FAN. ® INSTALL NEW DUST COLLECTION DUCT WORK TO THE POWER EQUIPMENT AS PER THE MECHANICAL LAYOUT. USE THE DUCT WORK ORDERED TO IMPLEMENT ON EACH BRANCH. PROVIDE AD I BLAST GATES ON THE DUCT WORK TO THE SMALL RADIAL ARM SAW, DUAL SANDER, JOINER, AND BAND SAWS. GCU WILL FABRICATE THE OR AND 1 "0 BLAST GATES. I> ROUTE THE BRANCH LINES AT A CENTERLINE ELEV. OF 19' AFF. ROUTE THE DUCTS TO THE LOCATIONS SHOWN, BE SURE TO PROVIDE ADEQUATE WORKING SPACE AROUND THE EQUIPMENT IN THE BOX SHOP. SUPPORT THE DUCTWORK AS PER THE STRUCTURAL DWG. AT MAXIMUM INTERVALS OF 10' ON CENTER. ROUTE THE DUST COLLECTION DUCT WORK TO THE FLOOR. SUPPORT THE DUCT WORK FROM THE FLOOR AS PER THE STRUCTURAL DRAWINGS. FOR DUCT WORK RUNNING ON THE FLOOR FIX IT TO THE FLOOR WITH FRAMING CHANNEL. INSTALL CHANNEL ON THE FLOOR Al MAX. 12' INTERVALS. ROUTE THE DUCT WORK TO THE BAND SAW AND CONNECT TO THE DUST COLLECTION SYSTEM AS PER SKETCH #VS -95 -01 FROM THE INDUSTRIAL VENTILATION HANDBOOK. ROUTE THE DUCT TO THE DUAL SANDER AND CONNECT EACH SANDER TO THE DUST COLLECTION SYSTEM AS PER SKETCH #VS- 95 -12. THE DISC SIZE IS 36 "0. ROUTE THE DUCT TO THE TABLE SAW AND CONNECT IT TO THE COLLECTION SYSTEM AS PER SKETCH #VS- 95 -02. ROUTE THE DUCT TO THE JOINER AND CONNECT IT TO THE COLLECTION SYSTEM AS PER SKETCH #VS -95- 20. REBUILD THE EXISTING HOOD ON THE RADIAL ARM SAW AND CONNECT IT TO THE ISO COLLECTION SYSTEM AS PER SKETCH #VS -95 -04 FOR A SYSTEM WITHOUT THE CUT THROUGH TABLE. RE -USE THE EXISTING HOODS ON THE "RIPPER" AND CONNECT THEM TO THE DUST COLLECTION SYSTEM USING 6 "0 DUCT. ROUTE THE DUCT WORK ON THE FLOOR FROM THE BOTTOM HOOD, CLEAR THE WORKING SPACE AROUND THE EQUIPMENT AND ROUTE UP TO THE 19' AFF CENTERLINE ELEV. ROUTE CO DUCT DIRECTLY FROM THE OVERHEAD HOOD TO THE 19' AFF CENTERLINE ELEV. ROUTE BOTH BACK TO THE MAIN TRUNK LINE. SUPPORT THE VERTICAL DUCT RUN AS PER THE STRUCTURAL DRAWING. INSTALL A TORIT #64 CABINET COLLECTOR FOR THE SMALL 16"0 DISC SANDER AND CONNECT AS PER SKETCH #VS -95 -12 WITH THR 4 "0 20 GA GALV. DUCT WORK AND 18 GA GALV. FITTINGS PROVIDED. (A1 .1 KEY PLAN SCALE. NONE 5 BOE /iYG FACiLIT1ES DEPARTMEN ACC EPTAB MS smzw a e SAME DUCTWORK A ,ox 1 � h B BOX SHOP DUST COLLECTION JOB 11160086 -00 KRAIGS 6.18.97 1 A A 1 (Y B IVI lJ or REV AS BUILT REV. TO BOX SHOP OUST COLLECTION KGP 9/8/97 , -lt ■ T-T- sr/ r _ TA TA A . g �. 0,:,., ovE _ +m BLDG. 21 -04 MECHANICAL MASTER COL. A- K/1 -3.5 - LEI �' I SILL � __ ea - - M.O. 21 -04 -1 M108 I w t V AZIX w v� 3 FUTURE ROOM ec 7 4000 CFM —42 DIA. 4000 CFM 30" NECK 1000 C FM 3000 CFM 24" NECK LINE VOLTAGE T -STAT MOUNTED INSIDE AT ROOF LEVEL SET TO 80degF 36" DIA. 30 DIA lv7 Hi UNEI VOLTAGE T -STAT MOUNTED INSIDE AT ROOF LEVEL SET 'TO 80degF VW VW 1' Q ©EV 42" DIA. 0 EXHAUST FAN MOUNDED ON ROOF CURB ABOVE 9 O • Ala WY EXHAUST FAIN MOUNTED ON ROOF CURB. ABOVE 1M10 M510 ma 4 fpm 12 TRANTO 4 ON ROUND 48'x50 a , TRANSITION 48x50 -. TO 40 ROU t I 1.1 IN TRANSITION t ` 22" 107 II l CFM 405 . l NECK I � 36 DIA 7"0 3742 fpm \ 30 DIA 24'0 12700 cf 4043 fp m 20'11 970G� 444 ! CFM NECK OI — \ 650 46 k \ 1, 14,,0 V :4.50C Al II lEr 4000 CFM 42 C � . 41111:4 30" NECK i U F a "dTl� 1 18 444 fp fr 5073 fpin 7 �0 / 5093 fpm 7"0 4490 fpm 9"0 4527 fpm 1Y0 48x50 SUPPLY ABOVE (q_ AT 20' L 6" AEI) 48x50 RERIRN BELOW (CL AT 16'1-0 3/4 AFF) RIPPER SANDER 500 CFM SAW CCCM LINE VOLTAGE T -STAT MOUNTED INSIDE AT ROOF LEVEL SET TO 80degF — TORE MODEL 164 DUST COLLECTOR RATED TO 500 CFM @3.5" ESP 3/4 HP, 460 V MOTOR 0 • WY EXHAUST FAN MOUNTED ON ROOF CURB ABOVE RADIAL ARM SAW Mil YS.. U11 4546 fpm 4527 ipm 5093 fpm �1 9"0 - ifl G 1000 FOR CONTINUATION SEE DETAIL D:: 1 TRANSITION 38x50 ", - TO 38" ROUND j 6"0 5093 fpm; 1M10 M503 I UU T. }M l - - TABLE SAW 1008 CFM w 4000 CFM 30" NECK e v 4000 CFM 30" NECK DIA. 30" DIA. 1M12 N IF 30" NECK 3' -0" 1 '' r 22"x36" TRANSFER _GRILLE BOTH .SIDES _ -- OF WALL (4 PLACES) HVAC PLAN 1/8 =1•-0 MAC( L 3' -0 " 1 -.. -- SHT MMEE 800 CFM 6"0 TO TABLE SAW 1000 CFM BAND SAW 4000 CFM 30" NECK TABLE SAW 1000 CFM 3Y' DIA. 36 ROUTE THE DUCT WORK THROUGH THE ROOF AND OVER THE EDGE OF THE NORTH WALL. PROVIDE A ROOF PENETRATION AS PER THE STRUCTURAL DRAWINGS. ROUTE THE DUCT WORK EAST TO THE NEW CYCLONE INERTIAL SEPARATOR. ROLL THE 90' ELL AT 45 TO MAKE THE ELEV. CHANGE NECESSARY TO TIE INTO THE CYLCONE. SUPPORT AT 10' INTERVALS AS PER THE STRUCT DRAWINGS. A •. 90' T k 454 Co Mai - 0049 y - Rp EIVMO A LEGEND: VTR VENT THROUGH ROOF GENERAL NOTES: CONSTRUCTION NOTES: RELOCATE THE FARR MODEL TEN -KAY SIZE 30 LS DUST COLLECTOR CARTRIDGE HOUSE FROM THE 7 -81 -2 BUILDING TO THE SITE SHOWN. INSTALL ON THE FOUNDATION PROVIDED BY THE STRUCTURAL DRAWINGS. INSTALL THE NEW FARR MODEL #2DF -44 CYCLONE INERTIAL SEPARATOR ON THE FOUNDATION PROVIDED BY THE STRUCTURAL DRAWINGS. INSTALL THE NEW TWIN CITY FAN MODEL TYPE HIT SIZE 270 FAN ON THE FOUNDATION PROVIDED BY THE STUCTURAL DRAWINGS. PROVIDE A MINIMUM 96" BETWEEN THE LAST FITTING AND THE INLET TO THE FAN. ® INSTALL NEW DUST COLLECTION DUCT WORK TO THE POWER EQUIPMENT AS PER THE MECHANICAL LAYOUT. USE THE DUCT WORK ORDERED TO IMPLEMENT ON EACH BRANCH. PROVIDE AD I BLAST GATES ON THE DUCT WORK TO THE SMALL RADIAL ARM SAW, DUAL SANDER, JOINER, AND BAND SAWS. GCU WILL FABRICATE THE OR AND 1 "0 BLAST GATES. I> ROUTE THE BRANCH LINES AT A CENTERLINE ELEV. OF 19' AFF. ROUTE THE DUCTS TO THE LOCATIONS SHOWN, BE SURE TO PROVIDE ADEQUATE WORKING SPACE AROUND THE EQUIPMENT IN THE BOX SHOP. SUPPORT THE DUCTWORK AS PER THE STRUCTURAL DWG. AT MAXIMUM INTERVALS OF 10' ON CENTER. ROUTE THE DUST COLLECTION DUCT WORK TO THE FLOOR. SUPPORT THE DUCT WORK FROM THE FLOOR AS PER THE STRUCTURAL DRAWINGS. FOR DUCT WORK RUNNING ON THE FLOOR FIX IT TO THE FLOOR WITH FRAMING CHANNEL. INSTALL CHANNEL ON THE FLOOR Al MAX. 12' INTERVALS. ROUTE THE DUCT WORK TO THE BAND SAW AND CONNECT TO THE DUST COLLECTION SYSTEM AS PER SKETCH #VS -95 -01 FROM THE INDUSTRIAL VENTILATION HANDBOOK. ROUTE THE DUCT TO THE DUAL SANDER AND CONNECT EACH SANDER TO THE DUST COLLECTION SYSTEM AS PER SKETCH #VS- 95 -12. THE DISC SIZE IS 36 "0. ROUTE THE DUCT TO THE TABLE SAW AND CONNECT IT TO THE COLLECTION SYSTEM AS PER SKETCH #VS- 95 -02. ROUTE THE DUCT TO THE JOINER AND CONNECT IT TO THE COLLECTION SYSTEM AS PER SKETCH #VS -95- 20. REBUILD THE EXISTING HOOD ON THE RADIAL ARM SAW AND CONNECT IT TO THE ISO COLLECTION SYSTEM AS PER SKETCH #VS -95 -04 FOR A SYSTEM WITHOUT THE CUT THROUGH TABLE. RE -USE THE EXISTING HOODS ON THE "RIPPER" AND CONNECT THEM TO THE DUST COLLECTION SYSTEM USING 6 "0 DUCT. ROUTE THE DUCT WORK ON THE FLOOR FROM THE BOTTOM HOOD, CLEAR THE WORKING SPACE AROUND THE EQUIPMENT AND ROUTE UP TO THE 19' AFF CENTERLINE ELEV. ROUTE CO DUCT DIRECTLY FROM THE OVERHEAD HOOD TO THE 19' AFF CENTERLINE ELEV. ROUTE BOTH BACK TO THE MAIN TRUNK LINE. SUPPORT THE VERTICAL DUCT RUN AS PER THE STRUCTURAL DRAWING. INSTALL A TORIT #64 CABINET COLLECTOR FOR THE SMALL 16"0 DISC SANDER AND CONNECT AS PER SKETCH #VS -95 -12 WITH THR 4 "0 20 GA GALV. DUCT WORK AND 18 GA GALV. FITTINGS PROVIDED. (A1 .1 KEY PLAN SCALE. NONE 5 U'H1_ VTR J f B re(AGII-DOVI 40 HOLE THRU ROOF 36'0 DUCT — ABOVE BOOTH 36"0 DUCT —'_ FROM BOOM . ; ---I PAIN SPRAY BOOTH REt% TED— FROM 7 -81 -2 CHOP SAW I lr 1JI SHOP VAC TO 6'0 16 GA GALV. 3565 fpm 700 CfM j B®E/AW FACILITIES DEPARTMENT - GEAR% AUDDEL 1 —L -1689 -125 — TER WASH PANT BD0114 WITH 125 FPM FACE VELOCITY, 34 EXHAUST STACK 20 IIdP EXHAUST FAR. (RELOCATED FROM 7 -81 -2 810G.) ACCEPTAB maws, 6 PPM. OPT DIFtle BPRE MECHANICAL MASTER HVAC PLAN LEGEND: BLDG. 21 -04 VTR VENT THROUGH ROOF GENERAL NOTES: L FOR DUCT VERTICAL SU 15 O. AND TRANSVERSE BRACING, SEE DETAIL. M105110 t" FOR DUCT LONGITUDINAL BRACING, SEE DCTAIL 1M10 5510 E> FOR DUCT LONGITUDINAL BRACING, SEE SECTION CONSTRUCTION NOTES: k �� ENLARGE THE EXISTING OPENING AND CONNECT A 6 ° 0 DUCT TO THE SOUTH SIDE OF THE TABLE SIDE WITH A BELL MOUTH CONNECTION. INSTALL A 6" DIA X 90 DEGREE ELL WITH A 15" CENTERLINE RADIUS TO THE BELL MOUTH. ROUTE THE DUCTWORK EAST PAST THE FEED TABLE AND ROUTE UP i TO THE CEILING AS PER THE STRUCTURAL DRAWING. ROUTE THE 6" DUCT WORK AT A CENTERLINE HEIGHT OF 19' AFF. ELOCATE AND REASSEMBLE DEVILBISS MODEL •D — .: • P , 40TH IN LOCATION SHOWN. PR• / •OF PENETRATE•• '•I SUPPORT EX TACK AS PER THE STRUCTURAL DRAW T` . SEMBLE PAINT BOOTH COMPLETE ., FIRE ON THE TOP GE OF THE PAINT BOOT CONNECT THE CHOP SAW TO A SHOP VACUUM. NOTE: PAINT BOOTH RELOCATION TO BE ACCOMPLISHED UNDER SEPARATE PERMIT PACKAGE KEY PLAN SCALE NONE M101S510 1 M10 /// /O %/� 1M13 ( TE 1UF aILA N0 , P , Q nvIFU Jul 2 15197 �1) CIT ROF JUN 1 9 1997 PERMIT CENTER JOB NO. 150086 -0001 COL.A— K/1 -3.5 21-04-1M11 mu Er" """^- ° ti "° w" �` f° BoWAMvc FACILITIES DEPARTMENT SEPTAL SPESCATOi 6 WM. R.RIVERA Mir 8 -20 -96 "�""` MISC. DETAILS III �� � C.. , �+ M503 ,mmn Dm . a = _ 11 BLDG. 21-04 MECHANICAL MASTER - D.C. 763042 - 00 � 21- 04 -M503 PARTIAL PLAT DETAIL SCALE: 1/4 = 1• -0- 7.110 8503 22" DIA. DUCT TO DUST COLLECTOR-, C 23' -10' AFF 11552 (ID 0' DUCT STRUCTURAL SUPPORT, SEE D TOP OF DUCT 22' -7' AFF-, 481 1 35.000 CF M DIRECT FIRED NATURAL GAS AIR HANDLER / —DITLINE OF EXISTING CURBING ON NORTH FACE OF 21 -04 BLDG. EXIST. ELEC. PANELS M5031 S509 STRUCTURAL SUPPORT @ 10' OC MAX (TYP) RC 3500 CFM 30/48 10 RETORT GRILLES EQUALLY 'PACED \ \ SECTION SCALE: 1/4" =1'0" FINISH FLOOR ELEV. 42'-9' 54' -0" 181018503 2x2x1/4 ANGLE HOOD SUPPORT \=BY TRANSITION EMI UNIT TO 48'x5O' TYPICAL CF SUPPLY AHD RETURN /A ` 1 85031 M508 50 "x48' SUPPLY DUCT--, RETURN DUCT 48'x50' 48`x50" \ SUPPLY DUCT SECTION SCALE: 1/4 "=1'O' 7 7- FOR DUC SUPPORT, SEE STRUCTURAL DETAIL ( I� M5031 5509 M503 4 FINISH FLOOR ELEV. SECTION _ SCALE: 1/4 " =1'0" MM03 5) ECEIVEC CITY R OR TAINILA JUN 1 9 1997 PERMIT CENTER Sow blade ' 1000 mu size ze for Adikk 2000 fpm Total exhaust tlaw rata atm Applies to duct Up to 12 350 A 12 to 18 II1 Floor A ■ 45° aper o Clean out door and drawer A Saw blades diameter. inches Exhaust flow rote. cfm A and 6 32 to 38 Up to 16 350 38 to 48 1300•• 16 to 24 440 over 24 550 Saw with dada blades 550 Minimum duct velocity = 4000 fpm h = 1.78 Vs + 0.25 VP AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS FLOOR TABLE SAW OAfe 12 -90 ITIC1m0 VS -95 -02 Disc diameter, inches Total exhaust tlaw rata atm Applies to duct Up to 12 350 A 12 to 18 440 A 18 to 26 550 A 26 to 32 700• A and 6 32 to 38 900• A and 8 38 to 48 1300•• A, B. and C Bl.;n• wuoYfa Exhaust flow role, atm enu.... Do1Om T.F. ' Total Up to 2 440 12 to 20 2103 over 20 800 Stu 4 la 6 6 pa Knife length, Inches Exhaust flow rate, cfm Up to 6 350 6 to 12 440 12 to 20 550 over 20 800 Saw diameter, Exhaust flow rate, J L„ ae mow" M" sv K..11 er'm loo ms R.RIVERA B -20 -96 IND. VENTILATION HANDBOOK SKETCHES �ae PM BELT �` °"�°" 1 sn sis aa BIlE /AEG = M504 FACILITIES DEPARTMENT ooh BLDG. 21 -04 Ta 763042 -00 Nat — - MECHANICAL MASTER — D.C. 21- 04 —M504 Blade Table as Entire be enclosed on all sic. ' 5loffed wood block Top hood 1! imam au00 velowfy = 3500 /pm h = 1 -75 W (gaud ® in duct ris r) Blade Hood slotted to enclose blade Hinged door for clean out TOP HOOD DETAIL AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS BAND SAW D 12 -90 Imcuxe VS -95 -01 m°rooi 500 afro AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS Duct 8 Minimum duct velociy = 4000 fpm u he= 3.5 VPd (paint A in duct For booth enclosure, see VS -80-17 •Two bottom branches. "One top and two bottom branches. Minimum dud velocity ='3500 f pm Entry loss depends on hood design. ha= 1.0 VP. 0.25 VPd as illustrated AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS RADIAL ARM SAW 12 -90 i.- VS-95-03 DISC SANDERS 2— e 0 1 Duet A VS -95 -12 AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS SWING SAW DATE 12 -90 FI0U00 VS— 95-04 T pe hood where fable is cut through Front v of hood Front view of hood nches cfm Up 10 20 incl. 300 over 20 440 Minimum duct veloc ty = 4000 fpm h = 1.78 V; 1- 0.25 VPd Rear table —7 _ r— Front table Velocity at this - space, 2000 fpm minimum Minimum duct velaci y = 4000 fpm h =1.0 VS 4- 0.25 VPd 1/2" minimum clearance 'AMERICAN CONFERENCE JOINTERS OF GOVERNMENTAL INDUSTRIAL HYGIENISTS p ® 12_90 VS -95 20 IU'37 RECEIVED 000 0E TUKW JUN 1 9 1997 PERMIT CENTER S Blade Table as Entire be enclosed on all sic. ' 5loffed wood block Top hood 1! imam au00 velowfy = 3500 /pm h = 1 -75 W (gaud ® in duct ris r) Blade Hood slotted to enclose blade Hinged door for clean out TOP HOOD DETAIL AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS BAND SAW D 12 -90 Imcuxe VS -95 -01 m°rooi 500 afro AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS Duct 8 Minimum duct velociy = 4000 fpm u he= 3.5 VPd (paint A in duct For booth enclosure, see VS -80-17 •Two bottom branches. "One top and two bottom branches. Minimum dud velocity ='3500 f pm Entry loss depends on hood design. ha= 1.0 VP. 0.25 VPd as illustrated AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS RADIAL ARM SAW 12 -90 i.- VS-95-03 DISC SANDERS 2— e 0 1 Duet A VS -95 -12 AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS SWING SAW DATE 12 -90 FI0U00 VS— 95-04 T pe hood where fable is cut through Front v of hood Front view of hood nches cfm Up 10 20 incl. 300 over 20 440 Minimum duct veloc ty = 4000 fpm h = 1.78 V; 1- 0.25 VPd Rear table —7 _ r— Front table Velocity at this - space, 2000 fpm minimum Minimum duct velaci y = 4000 fpm h =1.0 VS 4- 0.25 VPd 1/2" minimum clearance 'AMERICAN CONFERENCE JOINTERS OF GOVERNMENTAL INDUSTRIAL HYGIENISTS p ® 12_90 VS -95 20 IU'37 RECEIVED 000 0E TUKW JUN 1 9 1997 PERMIT CENTER .. u2�sc er sir, al raerwie wrt EPIAB DoE ®AvKU FACIUTIES DEPARTMENT 51.134.1.1 6 AMMO R.RIVERA 8 -20 -9 s uennE MSC. DETAILS x�s�Nx 71;801. CliECKED s .�, M 510 HI OEM M� BLDG. MECHANICAL MASTER 21-04 - D.C. CO D U 763042 -00 OPPRO. oxNw 21- 04 -M510 TWIN CITE BLOWER MODEL #270 FINISH FLOOR ELEV.� V 822 TARS . -'EA1 I±E 34L5 C- �s1�RJ 55 Hat: .EXIST) 240 14 CE. GALV. i'L1k = 36" DUCT 'YnO�F9. 1 ( LEN 96 07 7 M51015507 156 Mc11-01YS9 24 A) 240 14 G4 GALV. DUCT WORM 3 EXIST GRADE ELEV ,'25/28 TO 220 '.',SQUARE TO ROUND "TRANS 14 GA GALV 3 LR = 48 (2 x DIA) 1.15101 S507 FARR MODEL #2F0 -44 TWIN BODY CYCLONE (NEW) PARTIAL SOUTH ELEV. SCALE: 1/4" = 1 -0" 33/26 1/2 1 210 ECCENTRIC SQUARE TO ROUND TRANS 14 GA GALS 36" 106 60" (NEW) FARR MODEL #2FD-44 TWIN BODY CYCLONE 33/26 1/2 0 240' SQUARE t ROUND TRAN 4 GA GALV M510 5507 M5101 5507 50 " FARR MODEL TEN -KAY �� SIZE 30LS !CARTRIDGE NOUSE (RELOCATED FROM 7- 81 -2)- 22J 14 GA MY -----t DUCT WOW T ` T g MIN. 132 of 124" PARTIAL FLOOR PLAN SCALE: 1/4 = P -O -1 TWIN COY BLOWER MODEL #270 5 M51015507 REPLACEMENT AIR AND m GENERAL VENTILATION AIR HANDLING UNIT OUTLINE OF EXISTING CURBING ON NORTH FACE CE OF 21 -054 BLDG J) LEGEND: GENERAL NOTES: / EXIST ELECT PANELS J - 1 CONSTRUCTION NOTES: K ECEI CCV R DF T URWILA JUN 1 9 1997 PERMIT CENTER m uv5pu IN IP7KIVE0 Sri or BOE7W FACIUTIES DEPARTMENT ACCEPTAB LDY INS DEMI • A• APFSIMD K.BUN 6 -i7 - wennc FIRE PROTECTION ""ISnx mBO 1 � M 511 D L EA BLDG. 21 -04� MECHANICAL MASTER COL E -K /1 D.C. - 160086- 00 E.caRRIGAN 6 - 1e - 97 21- 04 -M511 L i T 1 HEAD 1111 FRONT AND 1 HEAD BEHIND SEE PLAN BELOW _ II -- HOPPER --, SPRINKLER I -J F 1"VALVE 2"x12" LONG 1"VALVE SLOPE PIPE INSIDE /TH BLDG 1=L VALVE 2x17 LONG 1"VALVE PARTIAL SOUTH ELEV. SCALE 1/4 = i' -0 SEE SHEET 1M260 /1 1/4" - 77 l 1" DN TO HOPP r J PARTIAL FLOOR PLAN C) SCALE 1/4 = 1' -0 1� LEGEND: • SPRINKLER HEAD, PENDENT • SPRINKLER HEAD, UPRIGTH • DRY PIPE VALVE GENERAL NOTES: 1. ALL DRY PIPE PIPING SHALL BE GALVANIZED STEEL PIPE AND C.I. FITTINGS. 2. SPRINKLER HEAD SPACING INSIDE THE HOPPER AND CYCLONE SHALL BE SPACED NOT CLOSER THAN 6' -0 3. SPRINKLER HEAD WILL BE RATED AT 286'F, UPRIGHT. CONSTRUCTION NOTES: Ii!i. L 1997 RECEIVED CITY OP TUKWILA JUN 1 9 1997 PERMIT CENTER REINFORCEMENT LAP LENGTHS BAR SIZE 14 15 16 17 18 19 110 111 GR60 TOP BAR 2' -1" 2' -8" 3' -1" 3' -7' 4.-3 T-5.31-10"8 OTTER BAR 1' -T 2' -0" 2' -4 2' -9" 3' -3" 4' -T 5' -3 6' -5 CODES AND SPECIFICATIONS A. UNIFORM BUILDING CODE -1994 EDITION B. ACI 318 -89 (REVISED 1992) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. C. CRSI MANUAL OF STANDARD PRACTICE - LATEST EDITION D. RISC MANUAL OF STEEL CONSTRUCTION - NINTH EDITION E. AWS STRUCTURAL WELDING CODE - ANSI /AWS DI 1 -90 F. FACTORY MUTUAL ENGINEERING DIVISION STANDARDS G. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) H. AMERICAN INSTITUTE OF TIMBER CONSTRUCTIION(AVTC) I. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOS) 1997 EDITION). DESIGN CRITERIA A. WIND LOAD 1. BASIC WIND SPEED = 80 MPH 2. EXPOSURE B B. SEISMIC LOAD V = 7 10 (W) = TOTAL LATERAL FORCE AT BASE Rw Z = 0.30 FOR ZONE 3 I = 1.0 Cp = 0.75 C. ROOF AND FOUNDATION LOADS 1. ACTUAL WEIGHT OF EQUIPMENT D. SOILS DATA AND FOUNDATIONS 1. REFERENCE "REPORT OF GEOTECHNICAL INVESTIGATIONS BY RITTENHOUSE - ZEEMAN AND ASSOCIATES DATED DEC.1993. 2. ALLOWABLE SOIL BEARING CAPACITY WILL BE 2500 PSF FOR SPREAD FOOTINGS. BOTTOM OF FOUNDATIONS SHALL BE ON FIRM UNDISTURBED SOIL OR COMPACTED FILL. MATERIALS A. STRUCTURAL STEEL 1. STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36. STRUCTURAL TUBES SHALL BE ASTM A500 GRADE B. 2. FABRICATION AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS. 3. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO FABRICATION. 4. STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED. 5. SURFACE PREPARATION FOR PRIMING SHALL CONSIST OF RUST AND SCALE REMOVAL BY POWER TOOL CLEANING. SURFACES TO BE PRIMED MUST BE DRY, FREE OF DIRT, OIL, GREASE, OR OTHER FOREIGN MATTER. B. STRUCTURAL AND MISCELLANEOUS STEEL CONNECTIONS 1. ASTM A325 3/4" DIA BOLTS SHALL BE USED IN ALL STRUCTURAL CONNECTIONS, UNLESS NOTED OTHERWISE. INSTALLATION SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS FOR SLIP CRITICAL CONNECTIONS. 2. PROVIDE EACH BOLT WITH ONE HARDENED WASHER, ONE LOAD INDICATOR WASHER, AND ONE HEAVY HEX NUT, UNLESS NOTED OTHERWISE. 3. BEAM AND GIRDER CONNECTIONS SHALL BE MADE WITH DOUBLE FRAMING ANGLES, SIZE L4x3x5/16, UNLESS NOTED OTHERWISE. 4.. ANCHOR BOLTS SHALL BE ASTM A307 OR A36, UNLESS NOTED 'OTHERWISE. 5. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH ONE HEAVY HEX NUT, ONE WASHER AND ONE LEVELING NUT EACH BOLT UNLESS NOTED OTHERWISE. 6. WELDS SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND AISC SPECIFICATIONS. ELECTRODES SHALL BE E -70 SERIES. C. CAST -IN -PLACE CONCRETE 1. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF F's = 4000 PSI AT 28 DAYS. A MINIMUM OF 6 1/2 SACKS OF CEMENT SHALL BE USED WITH 5± 1% AIR ENTRAINMENT. SLUMP SHALL NOT EXCEED 3 ". MAXIMUM AGGREGATE SIZE 1 1/2" AND CONFORM TO ASTM C33. WATER CEMENT RATIO SHALL NOT EXEED 0.4. 2. DESIGN MIX FOR CONCRETE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 3. EXPOSED EDGES OF CONCRETE SHALL HAVE 3/4" CHAMFER, UNLESS NOTED OTHERWISE. ANSON MATERIALS CONTINUED D. REINFORCING STEEL 1. CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318 -89 AND ACI 315. 2. REINFORCING BARS SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615 GRADE 60. 3. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REIN- FORCEMENT SHALL BE AS INDICATED ON THE DRAWINGS. THE FOLLOWING PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED, UNLESS NOTED OTHERWISE. ANN COVER (INCHES) (A) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 EXPOSED TO EARTH OR WEATHER: 16 THROUGH 118 BARS 2 15 BARS AND SMALLER 1 -1/2 (C) NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH THE GROUND: SLABS, WALLS. $11 BARS AND SMALLER 3/4 BEAMS, COLUMNS, PRIMARY REINF, TIES AND STIRRUPS 1 -1/2 4. LAP AND EMBED ALL REINFORCING BARS PER TABLES BELOW. TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF CONCRETE IS BELOW THE BARS. (B) 14 1' - 3 REINFORCEMENT BAR MIN EMBEDMENT LENGTHS /5 )' -6" /6 1' - 10" 17 r -r 18 2' -6" 19 3' -r 110 4 ,_ 0 . I11 4' -11" E. GROUT 1. NON- SHRINK GROUT SHALL BE EMBECO 1885 BY MASTER BUILDERS, OR OTHER APPROVED. F. SHEAR CONNECTORS 1. HEADED WELD STUDS SHALL CONFORM TO AWS 01.1 -90 SECTION 7. G. STRUCTUAL LUMBER 1. ALL LIMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT NAPA STANDARD GRADING RULES FOR WESTERN LUMBER. 2. ALL LUMBER SHALL BE SEASONED WITH A MOISTURE CONTENT NOT TO EXCEED 19%. 3. ALL BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH A STANDARD CUT WASHER. 4. ALL NEW FRAMING SHALL BE DOUGLAS FIR - LARCH, UNLESS NOTED OTHERWISE. 4x10 DF SELECT STRUCTURAL (Fb =1725 Psi) 4x10 DF NO.1 Fb =1200 psi 2x8 DF NO.2 Fb =1050 psi GENERAL A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. B. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS INCLUDING FOUNDATION, SHALL BE PROVIDED DURING CONSTRUCTION. PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. C. LOCATION AND SIZE OF EQUIPMENT PADS, ANCHOR BOLTS, INSERTS, OR HANGERS FOR EQUIPMENT SHALL BE TAKEN FROM APPROVED VENDOR'S DRAWINGS AND CHECKED WITH THE EQUIPMENT SUPPLIER. D. GENERAL CONTRACTOR SHALL COORDINATE ALL ADDITIONAL OPENINGS, INSERTS AND EMBEDMENTS SHOWN ON ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. E. DO NOT SCALE DRAWINGS. F. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS OF UBC SECTION 108. SPECIAL INSPECTION IS REQUIRED ACCORDING TO UBC SECTION 1701 FOR REINFORCEMENT, CONCRETE, A325 BOLTS, ANCHOR BOLTS, WELDS. rn ioc9 DRAWING INDEX STRUCTURAL GENERAL NOTES ROOF FRAMING PLAN ROOF FRAMING PLAN ROOF FRAMING & WIRE WAY DETAILS FOUNDATION PLANS DETAILS AND SECTIONS PLANS AND DETAILS SECTIONS AND DETAIL PLANS, SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS ADD DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS REFERENCE DRAWINGS 121-004 - 1000 -S1 121 -001 - 1000 -S2 121 -001 - 1000 -S3 781 -002 - 1018 -S15 781-002 -101 B-S20 BOE /AEG FACILITIES DEPARTMENT 53 5160 5161 5500 5502 5503 5504 5505 S506 5507 5508 S509 S510 FOUNDATION PLAN FOOTING PLANES, SECTIONS, DETAILS NOTES, WALL PANEL ELEVATIONS AND DETAILS FORDAT ION PLAN DETAILS AND SECTIONS - A 3E. na. I CRIES'2, ACC AWIUIY K.BUN M.M. USDI S. AANGARAM G. McKINNEY E CARRIGAN 09, 8 -IS-97 STRUCTURAL GENERAL NOTES STRUCTURAL MASTER BLDG. 21 -04.1 D.C. RECEIVED CITY Of TUKWIIA JUN 1 9 1997 PERMIT CEMER LAST RMS. S3 160086 -00 21 -04 -S3 DRAWING INDEX- 4 SHEET NO. SHEET TITLE REV. N0. SHEET NO. SHEET TITLE REV. N0 . SHEET N0. Al COVER SHEET, LEGALS & NOTES — S503 DETAILS AND SECTIONS 1M10A HVAC FLOOR PLAN (HVAC NOTES) A 5507 SECTIONS & DETAILS 1M1OB HVAC PLAN (DUST COL. NOTES) A S508 SECTIONS & DETAILS 1M11 HVAC FLOOD 'LAN A S509 SECTIONS & DETAILS M503 MECH. SECTIONS & DETAILS — S510 SECTIONS & DETAILS M510 MECH. SEC 'IS & DL !AILS — M511 MECH. SECTILTLS & DETAILS - S3 STRUCTURAL NOTES - 5160 ROOF FRAM I''P LAN — S161 PLANS, DEF.■LS & NOTES - S500 DETAILS AN SECTION: - S502 FOUNDATIOIN FLANS - , M5Q DETAILS & SECTIONS — CODE SUMMARY _Tea LAND GE . - FOR `E BBB° USE COD, M HP REFERENCE. 1994 UBC, CODE KING COUNTY /TUKWILA J 1 Cny STATE ENERGY CODE ❑ MECHANICA - - -- WASHINGTON WASHINGTON S I ATE BARRIER FREE CODE ELECTRICA ADDITIONS B -2 STORAGE TO THE CITY OF TUKWILLA o PLUMBING OCCUPANCY FOR COMBUSTIBLE GOODS A / O PIPING GROUP OCCUPANCY 8 -2 OFFICE X0 11 I � OP 0,-.- N AND INDUSTRIAL - LOW HAZARD CHA':GE F -2 FACTORY AT NORTH B PORTION ONLY - (36,584 SF). CONSTRUCTION THROUGHOUT TYPE V N SPRINKLERED AREA SEPARATION WALLS HOUR + HORIZ. SEPARATION ND THE ROOF (IN LIEU OF PARAPET WALL) - -2 (BOX SHOP), CENTER & S. PORTIONS (NO CHANGE) NOTE: 3 BLDG. PORTIONS N. PORTION LOCATION -(3 SIDES) N N. & S. PORTIONS AND (2 SIDES) N CENTER ON HIOPERTY SEPARATIONS PORTION OF THE BUILDING. FLOOR FOOTPRINT = 113,724 S.F. AREA (ACTUAL) BUILDING BUILDING FLOOR TO TOP PLATE HEIGHT: 26' 5 1/2 STORIES: 1 W/ 5,220sf MEZZANINE IN THE S. PORTION REMODELED AREA: 36,584 sf OCCUPANT FROM B -2 TO F -2: LOAD: CHANGES [36,584 sf /200] - [36,584 sf /500] _ (183 - 73) = 110 WAREHOUSE = 44,080 C. PORTION + 30,740 S. PORTION 0 500 = 150 STORAGE = 1550sf 0 300 = 5 MECHANICAL = 1,850sf 0 300 = 7 MANUFACT = 36,584sf 0 200 = 183 for the N. PORTION OFFICE = 8,092sf 0 100 = 81 in the S. PORTION MEZZ I. CONFERENCE= 140sf 0 15 = 10 FIRE WET PIPE THROUGHOUT PROTECTIONS FULLY AUTOMATIC, VENTS At CURTAIN 8D. INSTALLED SMOKE IN ENTIRE BUILDING IN 1993. RECErveo SEISMIC CnY OP TONWILA ZONE 3 FIRE JUN 1 9 1997 ZONE 3 PARKING PROVIDED 739 PERMIT CENTER PARKING REQUIRED 725 Cr) ([� r *= 47 B30 I i Io3 NG M la 2 ARY f AREA MAP 9 ADDRESS: (EAST MARGINAL WAY CORPORATE PARK) 3417 SO. 120TH PLACE SEATTLE, WA BUILDING 21 -04 (WAREHOUSE "B ") mq NO SCALE I EAST MARGINAL WAY CORPORATE PARK Q APLAN OCATE CHECK BOX REVISED WORK_ ❑ ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10-k NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE ❑ I_ TENANT &MOVEMENT (STRUCTURAL): ❑ 5 SETS OF ARCHITECTURAL DRAWINGS ❑ 5 SETS OF STRUCTURAL DRAWINGS ❑ 5 SETS OF STANDARD DETAILS ❑ 5 SETS OF ENGINEERING CALCULATIONS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS ❑ BRIEF PROJECT NARRATIVE BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 IMP =tiff ARPORT CEI (FAA) f6R (FAA) VICINITY MAP FROM SEATTLE - TACOMA AIRPORT FROM DOWNTOWN SEABEE EAST MARGINAL WAY CDO'ORAIE PARK 599 TUKWILA PROJECT SITE DEVELOPMENTAL CENTER FROM KENT & AUBURN NO SCALE 21 -03 21 -05 PROJECT SITE GENERAL NOTES CONSTRUCTION SET OF DOCUIENIS, R=VHWID AND STAMPED BY COY OF TUKWILA MUST BE ON SITE DURING CORSTRUCTION, DO NOT PROCEED WIN CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY FACUTY ENGINEERS MUD EXISTING CONDITIONS REQUIRED DESIGN REVISIONS. IEWSICNS TO BE APPROVED BY QTY OF TIIKWLA PRIOR TO PROCEEDING WITH PROPOSED RETURN THIS SAME SET TO GARY TATTER AT BUILDING 9 -51.2 COL N/1 AFTER COMPLETION OF TITS CONSTRUCTION PROJECT CHECKLIST ❑ THESE DRAWINGS CONFORM TO THE 1994 U.R.C., U.F.C., U.P_C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH THE CITY OF TUKWILA ZONING_ ❑ BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. ❑ 2. TENANT IMPROVEMENT (NON- STRUCTURAL): ❑ 4 SETS OF ARCHITECTURAL DRAWINGS ❑ 4 SETS OF STANDARD DETAILS ❑ 4 SETS OF ENERGY CALCULATIONS ❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 3. TENANT IMPROVE MENTS (REVISIONS), 2 COMPLETE SETS 10 4. MECHANICAL 4 COMPLETE SETS ❑ 5. FIRE PRDTECRON /SPIUNKLEMS, 3 COMPLETE SETS CHANGE NORTH PORTION OF 21 -04 BLDG. FROM HIGH PILED STORAGE TO A BOX SHOP (F -2 MANUFACTURING PLANT). JOB INVOLVES INSTALLATION OF 12,700 CPU DUST COLLECTIONS SYSTEM AND A REPLACEMENT AIR HANDLING EQUIPMENT RATED TO 35,000 CFM WITH 3,000,000 BTU OF GAS FIRED HEATING CAPACITY. SEM Box Ho SllaiRLE J L J L AirLiefite FACILITIES DEPARTMENT LOY vn as mai CHUICED RIECKEU APPROVED ARCHITECTURAL MASTER 1 I � 3 1 47 mil o =mom TITLE SHEET BLDG. 21 -04.1 „d ha. ,,e of COL. A- K/1 -11 }ark iv ,‘W «+ OIN D.C. JOB UST Al R'iIILR LI7 60086 - -00 21 -04 -Al Or