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HomeMy WebLinkAboutPermit B95-0383 - NC MACHINERY - BUILDING City of Tukwila ( %e,d, 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0383 Status: ISSUED Type: B -BLDG Issued: 01/04/1996 Category: NCOM Expires: 07/02/1996 Address: 17900 WEST VALLEY HY Location: Parcel #: 362304 -9011 Zoning: M1 Type Const: V -N Type of Occupancy: INDUSTRIAL PLANT Gas /Elect Wetlands: Y Slopes: Y Water: RENTON Sewer: TUKWILA Contractor License No.: COBICL051B4 TENANT N C MACHINERY CO. 17900 WEST VALLEY HY, TUKWI.LA. WA 98188 OWNER LEIGH RABEL & STAR MACHINERY 4= Phone: (206)328 -1600 130 LAKESIDE .AVE STE 200, `SEATTLE`.WA : :981226538 CONTACT DARRYL E.,ROOT.VIK Phone: 206 251 -9800 P.O. BOX 3562,,SEATTLE,'WA 98124 CONTRACTOR COBI CONSTRUCTION LLC r;, Phone: 206 756 -5555 3225 NORTH 30TH STREET, TACOMA, WA 98407, * * *k * * **k * * *4* * * * * * ** *. ** *fir ** kit *tk�rk,` ** Mfr **** ** * * * **** * * *** * * *. * ** *fit * * * *k * ** ** Permit Descr=iption CONSTRUCT PREFABRICATED' STEEL BUILDING WITH , CONCRETE' FOUNDATION. SETBACKS , , Units: ;001 Front: 0 Back: b ~"-`. Buildings 001 'Left ,t., 0 ` Right. 0 _, Fire Protection: ; ; ;'� UBC Ed`it,ion: 1994 , Valuation: 45, 0,52.20 Total Permit Fee: 893.44 * k****`********************* k***************** * * * * * * * * * * * *** ** * * *'* *, * * * * * * ** Permit Center A uthorized Signature Date I hereby certify that I have read and examined this permit' and know the same to be and correct. All provisions of law and ordinances governing'`: this work will be complied with, whether specified herein or not The granting of this, permit does not presume to give ,author'i ty' to violate or cancel the, provisions of any other state or local `"laws,`regulating construction or the performance of work:` ' I am authorized ; :to sign for and obtain this building permit. Signature :, ., �&.,Gk , D ate: , -- .' 6 P P Name _ �• �t' L : i C ZC� 1. , . ... T i t l e : 4.14.t �.s � iY t rt This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Il i 0/'� sy, C/TY OF TUKWILff - ' = ;;V4 —. S `: Department of Community Development - Permit Center ' , , ig: _ ' 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 `` .1 '� - (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER N c_ . , • • SITE ADDRESS SUITE NO. 3Q5 f cb oo VS __-- INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. ... DATE DEPARTMENT DATE IN ;. aPlaROv� < :. REgUIREMENTS / CUM111AENTS CONSULTANT: Date Sent - 1 jor . Date Approved - MaiEllne R BUILDING - i i- ci_g5 c)�Le- "�"� initial review (ROUTED �5 1 3 FIRE 1 s1Q q7 FIRE PROTECTION: ill J Detectors ( ) N/A ( �� Gf� ,. INIT: ( C� FIRE DEPT. LETTER DATED: I P j; f . INSPECTOR: 57 - ,M PLANNING 11- fo I ZONING: BAR/LAND USE CONDITIONS? Yes No n {� k�j REFERENCE FILE NOS.: // ` I NIT: ,MINIMUM SETBACKS: N- S. E- W- Z PUBLIC %tog j UTILITY PERMITS REQUIRED? U Yes U No PUBLIC WORKS LETTER DATED: WORKS INIT: t l+t Ut Abp ci5. iCLtP O OTHER INIT: ,-) BUILDING - \ ® 6 TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review INI : �v■ -.1l "' `t °Yes ` No \ q CO') BUILDING 1 r J OFFICIAL INIT: ' REVIEW COMPLETED AMOUNT CONTACTED OWING: D0..rr L 1 DATE NOTIFIED (0 BY: ► (/ init. , troi • 2nd NOTIFICATION BY: (init.) I t - 3RD NOTIFICATION BY: ' "I (init.) ' 1 -\ kt \J f4 t m ft 01.0.00 01i0erc3 BUILDINJ PERMIT illigil --�.. APPLICATION 1 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT RCPT# DATE (206) 431 -3670 ?c - of 0� BUILDING PERMIT FEE 53 '.q , /.6 ( PLAN CHECK Q ( / 3 PLAN CHECK FEE .360 t 9 _ NUMBER 'l J - v1 BUILDING SURCHARGE Li, ..,50 A PeL'c471ON 1 'U$T SE OTHER: . . rl , U:O3Ue",'C1'J!MINL. TTEL .. . TOTAL • ` /Y SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ r? 9oa s7 Vi --e , r . Ga c 1 1E5 OS ( D PROJECT NAME/TENANT ASSESSOR ACCOUNT # /VC M4C /1/NFi-Y co. 3C0 a 3,0 _ _ / TYPE OF 0 New Building U Addition U Tenant Improvement (commercial) 0 Demolition (building) WORK: 0 Rack Storage 0 Reroof ❑ Remodel (residential) 0 Other: DESCRIBE WOyIK TO BE DO E: C ayf y ( "^ e A c .k�e./ ...C ie-, 3 /c(y 7 C1 / o4.- 40%.,45o , BUILDING USE (office, warehouse, etc.) r7- 12 ucK. c NI. sis V Yrt/f`moM6T /L NATURE OF BUSINESS: 6OMM� /6,•m. 4-/{/(m / �� $A' .€5 f SE',ef/(C WILL THERE BE A CHANGE IN USE? cAL No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building:/6a a Tenant Space:A/O j/ Area of Construction: /4 o WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER 4 / &,/ X2/9 $6L 1 576'4 Mile. / E.e PHON -206) 3-2,g„ /6 0,, ADDRESS /30 A/p- ,Co foe Aga S(. .. 00 , Sc'PircE li)A. ZIP FBI 2. 2 - As 38' CONTRACTOR [PHONE e,Q.e / nA/S 77Zvc77 L LC ADDRESS 3 a a s At 3 0 rc. s /' A C. o At 4 Grp s4 ZIP7e sec 7 WA. ST. CONTRACTOR'S LICENSE # C i»g C - 05 ( 6 I EXP. DATE / _ /_ AnGI tiTECTj- PHONEz . .9 . 5..q_ 7(35 .7 ., . (n / Q• - /1 ✓ '� fi !ih �/ /i /6 /°Pr.+ -. ADDRESS ZIP Pte, /-c /.-. 4 _ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED ;: THIS .APPLICATION ?AND KNOW THE TO BE TRUE AND CORRECT, AND I AM AUTHORIZED TO APPLY FOR THIS .PERMIT.: BUILDING OWNER SIGNATURE DATE OR PRINT NAME PHON AUTHORIZED Ph R g Y4 0. ,e0 677//,e_ 4�o4 }..2s/ -PAoo AGENT ADDRESS F O , 13-o )c 3 6-6 x CITY/ZIP 5047714 / WA. Fkiz fe CONTACT PERS PHOi�E� )�sv - S 8o0 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER I AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 i days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of .f ` + ..Qevelopment Building Division at 431 -3670. Or DATE APPLICATION ACCEPTED 9 1995 DATE APPLICATION EXPIRES I I - 9 - 9 r 3 \' P 5 - cf - cl() PERM l CENTC11 1 0122/93 e' SUE MITTAL CHECK S T ;OMMERCIAL • COMMERCIAL TENANT. IMPROVEMENTS :. • NEW COMMERCIAL BUILDINGS/ADDITIONB Completed building permit application (one for each, structure) n C building permit application (one for oa t h structure • or • tenant) : �sses Aount Number: sor Acc — .Assessor Account Number Two sots (2) of the following : > :Two (2) s ets of construction plans; wh ich in c l ude 1, Specificat • (n: Site plan • .— Structural calculations stamped by a: Washington State licensed • Location of tenant. space engineer • Existing and proposed parking . ,. • :.Landscape an pl (if applicable, I e, change of use) Soils report . amped by a Washington State: licensed engineer n Overall building plan • Topographical survey '. •.Tenant•location Use of adjacent.(common wall) tenant f-I E ne rg y ca s t a mp e d b a W a s hin g ton State licensed • Overall dimensions of buildi or square fo . engineer or architect •:: • n. Haar: plan of pr tenant sp Legal description • 17 p . ••Tenant space plan •with use of. each room labelled Working drawings, stamped by a Washington State. licensed �:Exit'doors,;egress patterns architect, which include:, . ; Now. walls, existing wall ;and Walls to be demolished, • Site plan n C onstriction details •. Architectural drawings s • Structural drawings Cross sections showi w i ng all constructon antl method of Mechanical drawings :attachment far floor •and ceding • • Elevations C Structural calculations. stamped by a Washington; State lcensed Civil drawings • :: engineer may •be required if structural Work is to be done i (2 sets) . • Landscape plan • NOTE !f any utility work is to be done, submit separate utility permit rn C ompleted utility permit application •(one for enti project) a pplication,and plans. Six " 6 sets of civil drawings NOTE See utility permit application and checklist for s p e cific tility REROOF submittal requir ©menfs,,, u � Completed ..-.•:::::.:•.•:••::•..... u ildin g permit appli (o for e ach s r C • Assessor Account Num RACK STORAGE f Narrative de e xisting roof, ma b removed; a n d • materal being installed Completed building permit application NOTE A •certification letter Is required prior to final Inspection and sign„ } • Assessor :Account' Number off of the permit , • T (2) sets of plans, which include:. AN DISHES Building floor plan showing: • . C ompleted building permit application • Entire space where racks will bo located • • Exit doors . (—i Assessor Account Number • Dimensions of all aisles • LJ 'Tenant space floor plan showing rack storage layout, aisles and • Two (2) sets of plans, which include exits. . n Sita Plan (showing buliding and location "af entenna/satellite dish) NOTE: include dimensions of racks (height, width and length) aisles — • Details antenna/sntellite dish •and method of attachment • an d exit ways on plan, • Li Structural calculations stamped by a Washington State licensed -` Structural calculations stamped:by a Washington. State licensed engineer (rack stora o e' and over ) 9 ( g. .?, :.: , -" engineer may be required on . RESIDENTIAL i RESIDENTIAL REMODELS NEW SINGLE-FAMILY DWELLINGS /ADDITIONS i I Completed building permit re 1 • C ompl building permit a (one for e ac application (one for.each structu h s tr uc ture ) Legal description Assessor Account Numb C Number I I Assessor Account Number. n Two (2) sets of working drawin g, which include I I Two sets .(2) of working drawings, which include Sito;plan . .; : plan Floor plan • Site plan --.—p- (Ott plan, show closest hydrant location Roof plan • Foundation plan Include access to building, showing . .Building'eleyations (all views) • Floor. plan width and length of ac J • uilding cross= section . • Roof plan • ' B .Structural framing plans • .• • •• Building elevations (all views) •'Building cross section N OTE: I f a ny utility w ork is to be do • p r o vide utility permit ap plication Structural framing plans . an d plans must be . subm i 1 Washington State Energy Code data •REROOFS.: r Completed utility permit application l Oomplotod building perittit application (one for each structure) I I Six (6) sets of site plans showing utilities . n Assessor Account Number • NOTE ::Building site plan and utility site plan may be combined. See ; • C Na rrativ e d e s cri b ing e r oof , mat bein removed, and utility permit application and checkli for specific submittal requiremen materi being installed, Additional topographical and soils information: may be required if unique ' , NOTE; A`: certification n letter required prior final Ins pection:a nd ign s j ' . ; site conditions. off of the permit .......i .. ,::.'...� ..... :. -.. _:..,...,...... .... ... .._........... ......... ...........,..n....�........ w.r..n . 1#1;9t, • 611 R,( i► .. City of Tukwila John W Rants, Mayor 0� �,:' = Department of Public Works Ross A. Earnst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: December 8, 1995 SUBJECT: NC Machinery Co. 17900 West Valley Hwy. Project No.: P95 -0104 Plan Check No.: B95 -0383 Activity No. PW95 -0352 Contact Person: Mr. John M. Pickering Phone No.: (206) 756 -5555 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON December 8, 1995: PERMIT FEE PW95 -0352 Sanitary Side Sewer 2.100 TOTAL: $20.00 Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. If there are any questions that may arise, please advise me at 433 -0179. JJS /mv Attachments a/s cf: PW Utilities Inspector (w /copy of application/plans) Development File(w /copy of application/plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 4y City of f Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 SANITARY SIDE SEWER Permit No: PW95 -0352 Issued: 01/04/1996 Status: ISSUED Approval Letter: 12/08/1995 Project: NC MACHINERY CO Expires: 07/02/1996 Site Address: 17900 WEST VALLEY HY Parcel No: 362304 -9011 Wetlands: Y Watercourse: Slopes: Y Water: RENTON Sewer: TUKWILA Type of Install: PCOM Number of Units: 000 Exist SQ FT: Add SQ FT: New SQ FT: Contractor License No: OWNER LEIGH RABEL & STAR MACHINERY Phone: (206)328 -1600 130 LAKESIDE AVE STE 200, SEATTLE. WA' 981226538 CONTRACTOR COBI CONSTRUCTION Phone: 206 756 -5555 3225 N 30TH ST, TACOMA WA 98407 CONTACT JOHN P ICKERING /COBI CONSTRUCTION`. Phone: (206)756 -5555 3225 N 30 ST, TACOMA, WA 98407 TENANT N C MACHINERY 1,7900 WEST VALLEY HWY, " TUKWILA WA 98188 CONNECTION OF SUMP DRAIN FROM NEW DYNAMOMETER ',`, BUILDING TO EXISTING,. SANITARY SEWER CATH BASIN. THERE IS 'AN EXISTING;..OIL /WATER SEPARATOR IN 1 THE';EXISTING CB DOWNSTREAM.', OF THE NEW CONNECTION. 1 **• k• k** * * * **'k *****k * *•k * * * * *** * ** *eft *fit ** It*******• k*** k * * * *kk * **•k** *•k **:** * * * * * *'k *k Inspection Fee: 20.00 Acct No 402/342.400,.." Hook UP Fee: , .00 Acct No 402/388.102 Special Assessment: .00 Acct No 402/388:101 TOTAL FEE: 2.0.00 k * * *k k******** k***** * * * * * * * * * * * * * * *•k *•k * * * * ** * * ** k*** k ** *•k * * *** * ** * ** * * * * * * * *•k ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL. APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM OR ANY CLAIMS, ARISING AS A RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE CITY OF TUK.WILA AT AN ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature: -14 D ate: /- Company: CILL_/ ue_dli✓... /L f�, Ti tl e: c� , *• k******************• k*********** k************* k *•k * * * * * * * * * *•k * * * * * * * * *•k * * ** APPROVED FOR ISSUANCE BY: JJS Issued By: _ _ �„�,� Authorized Permit Center Signature Date ***************************************** k**** * * * * *** * * * * * * * * * * * * * * * * *** * ** ** I hereby certify that the permit holder whose name'and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. Final Inspection Approved: Inspector Signature Date ' • • . ' . . . .. , . • . . . . . . . • . . . . . . . . . . . . .. . . . . . . • . .. . . r • • . i • . . . , • . . • " r ... • . . • „ . , , ' . . , . i 4 • ' ' t. . i A r1 CITY OF TUKWILA Address: 17900 WEST VALLEY FrY Permit No: PW95 -0352 !I Suite: • 1 Tenant: N C MACHINERY Status: ISSUED Type: PW-SSS Applied: 11./22/1995 :. Parcel #: 362304-9011 issued: 01/04/1996 . *** .k Ai* * 'Al .k A. * * A. 'le* * * A 14 4 . 4 4 .4. it le 4 .4 A 'k A. .4 li * 4 4 A. 'A A * h. 'A 'A 'le 4' 'A A * le k A A A .A .1.. .4 h. * A' A 4 4 A ..1. A •4 •* * A- 'A * h A 1 Permit Conditions: . 1. Temporary erosion con tr i.74 ;1. imp 1 emented as . the 11 rst or der of b . u s a i r e 4 j i - s e o • - i 3 r e l l e ' l i ' V L ' s : e A r i i i e l l , t a teat off- ; ..... site or into exis,tAtorm drel . 2. PRIOR TO BEGINING,t0F copyrMcIT vr4 APPLICANT: SHALONkTT ,. .", .,,, LETTER FROM #,ME.,.; rO INOISTOI At wAgyEre Fr v 1 s iop (METRO - CONLAC, * ;` / PERSkrifit v DEisi.it E ° HEALY ''..ta 6 )R N,, 0 , ii ,1 .. It. .... p 41 4Y it'' 1 1) ARNALI EW F GIPAP7 89-10 .\\ 130 • 0-12, o `47 It ALLOWINGONNECT4TO 1 i: I ANITARY A SEWER, a - .:' Vi. . A. * A 14 0 'A\flik , 0 , .7 00 t tvii , 1 iii 4,4 0 ••14 0 e It . 10 „,,..6-- ---.....,,,,,, 4 4 •,„....., e , V li 4 ' ''Ac);N:P' ' .'s- -, Ali ,t04.: .. , .1t •,,,;,, 4 li 1,CIP t..., it' )1 ; 1 \ .,il ' m +.•*--; ' Ca 1 0 7 ii f K 4 I " - - ''''' ---' ' ''''- .- , '‘, '''' 4 \ 9 NS '. ■ .1 e, (4 !•:, -''',,,......_ '',, ‘ i ‘ vi // ,•:: : ',"., ' 1, '11 • > ./t.,...- / ,.,- " - -“;...%. \ ..f.. 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' . • . • , . „ 4. , . . . . 1 . . . . . . . . . . . „ . . - � City of Tukwila Apalca\ n # fq -o)oLj � ,- o • t..: %.,-,...% ; Central Permit System — Engineering Division iV io ; 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 '1908 - UTILITY PERMIT APPLICATION mi.... p352 PROJECT -'...: )...: % : :: Site Address: 7 7 ? v 4 A}, a P,i7 /��,� INFORMATION Name of Project: I `, ■ �. 4 • Pro•ert Owner: 4. - l i - /-e-/ • .St_ /4! . Phone No.: Street Address: / p /•, 41,7, 4,, 52;.. ,• a 0 _e , City /State/Zip: /J _ 7,5 z 6''3 Engineer: C7/. /. ` .T 45 p At Phone No.:" .4. - 45. y •- 7, 7 Street Address: - / 1 ,,,, w /--1_9 , City /State /Zip: Contractor: Co 4; (, f /.�,/ede, 0 U C. C. � Phone No.:,7v C __ -5 6 -f555 Street Address: z /, rJ ''� y Gt /y City /State/Zip: , King Cty Assessor Acct #: _3 poi /Contractor's License #: Cp /f4 A feg • Exp. Date: /- / - , - PERMITS ❑ Channelization /Striping /Signing ❑ Sewer Main Extension ED Private ❑ Public REQUESTED ❑ Curb Cut/Access /Sidewalk '❑ Storm Drainage ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Street Use Ft.U' 5 ❑ Flood Zone Control _ ❑ Water Main Extension ❑Private ❑ Public / Z/ / 'C , ❑ Hauling ❑ Water Meter/ Exempt: - No.: — Sizes: ❑ Land Altering cubic yards Deduct ❑ Water Only ❑ ❑ Landscape Irrigation ❑ Water Meter / Permanent - No.: — Sizes:______ ❑ Moving an Oversized Load ❑ Water Meter/ Temporary: - No.: — Sizes: Est. start/end times: Estimated quantity: Date: Schedule: Sanitary Side Sewer - No.: ❑ Other: WATER;METER:; Name: Phone No.: DEP: OSITC:< «! °; ;> REFUND/BILLING':' Street Address: City /State /Zip: MONTHLY ;;. Name: Phone No.: SERVICE;` BILLINGS TO:' .' Street Address: City /State /Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTION PROJECT '': ❑ Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel El Triplex ❑ Condominiums ,g1 Commercial/Industrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University _ l=1 Retail ID Manufacturing El Hospital CI Other: .,-/ &( „' MISCELLANEOUS g New Building El Remodel/ Square footage of original building space: 1 "" 1 "' 1j r S Add ition Y INFORMATION':;: s. �' Square footage of additional building space: Footage: / (,� X o � q 9 King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ !. HEREBY CERTIFY AT !. HAVE :REAP '.THIS 'APP.. LICATION AND KNOW THE, SAME TO BE ,7 U NAND C Applicant/Authorize. Contact Person RECEIVED ED Agent Si r-. .1, d_ -- •rin n, 9 9 . .� „V. Print Name: l / 4 ,, Al, ,nA'Q, a Address: NOV 9 1995 , Date: /_ f_ 9. Phone:206 • ( 6 .S S S S Phone: lr_ a_„_ Date Application Accepted: / - , (., ,� Date Application Expires: 4 --- ^ - BLIO WORKS 04/22/92 r 1 R: t • ,,,,,<dyK4444. lrfrf W ji. 't, I V ; H } ° ;di V' ,.. #kils,k ' r ' ;•': • . r • `I I I ... `' / t i. AV Y4• t • */ k� *A•kA *A *•k * * *•A *•k * ** * *•k•A*krl•hA *:t . A•A.A:k•b {rA•AA *kk•r1k•A k,* A *AhA 4A* Ait 1 C3;TY OF TUKWl LA. WA jCI ..... Q�� TRANSMIT hA.4,,1•k•k /r A k A * *• •A *•A • hk *aFk ,1•k' A 4A• k',' t{ rA* hA 4 •b ,t Irk •A*4•;4k*•ks:••k,1'4.d4 TRANSMIT Number: 96003451 Amount: 20.00 01/04/96 1(:33 Payment Method: CHECK Notation: N C MACHINERY CO Init: 1.3LO " , Permit No PW9 -0:352 Type: PW -S1 3 SANITARY ARY SII)I SEWER Pars: e1 No: 362304-9011 Site Address: 17900 WEST VALLEY HY ' Lotatian: 17900 WEST VALLEY H r Y y j y �jM Total �I a I 3r 0 4 5: 20.00 .. This Payment 20.00 Total ALL Pots: 20.00 Balance; .00 •k*A*•A4 *h kA Ad ** *o1 **.A -11.1 kA h* *A*ke4*11/44k k4A ** *AAAh•A *r1 k* *,1**•A• 0.h•4*t4A *A•A{r* Hcco t Cad cr i pt; i acs ' Amount 402/ .400 IN3P FEE - :iME /Sari 20.00 . w r . r . « . w rM ...� • r . • r • ....w ......w .. r. ..» r « . r .. w ..• .. r « r . • w . « .w r . r r • ...... _ . • r ti ...n• .. r w .« ..• ......rr ..� r. + • • ,; . . 5' GENERA 538.75 AkA*4AAI GENERA GENERA 4.50 crly ur ruK LA wi. WA IRANSMIT 20.00 * 4 * * * * * * * A irk AP* 3 * .fi 1,-A 4. * *Al * A io,■• TOTAL 563.25 1RANSMIT Number: 96003450 Amount: 543.25 01/04/96 1632 CHECK 563.25 CHANGE 0.00 Pavment Method: CHECK Notation: N C MACHINERY CO Iii114 Permit No 093-0383 Type: B-OLDO BUILDING PERMIT Parcel No: 362304-9011 Site Address: 17900 WEST VALLEY HY Total Fees: 893.44 ihis Payment 543.25 Total ALL Pmts: 893.44 Balance: .00 1 Account Code Description Amount 000/322.100 BUILDINO - NONRES 538.25 000/386.904 STAN': BUILDING SURCHARGE 4.50 $r,1! {'! .ik• Pb i ki' 'i"2 r ¢ '� • , S�art�.`y� l. ;¢: • r :.r r,' • T P }V1+ �i" . ro; . ' .��r lv a �� •Jr «.,w a :� r: �V1 /' .;4� f'Y �>�' 4 ,`4 1' ��. V i IY�'i. � � ♦�.�l� /h[�• "r,•( �� l > ! 1 1 � A Moth *old k ,tA•tit *ot4AkfiAkfi *A *a A �• k tk *�¢ , A * * * *k *r1 *,4k +t GENERA 350.19 CITY OF 'rUKWILN. NA ". •rI4At 8tiI'r CHECK 350.19 +•h•A•,F *kk *A•k•k*,t! < *,t *,t+* h *kA dtkh d** A•• A*A— A* fi *A• * **A *AAA,tk * *,t•A.AA•,t *,t* CHECK 350. TRANSMIT Number : 9400:3226 Amount: :350.19 11/09/'11 CHANGE 0.00 1 /1,/ 7812A000 17:09 PavimErrrt Me bhp(' CHECK Mutation: NC MACHINERY T.rti : K !3U P Permit No: B95 „ 0383 Type: B.. BLDG BUILDING PERMIT Parcel No: 362304• -9011 G i iie Address: 1 WEST VALLEY HY 'total Fees: B93.44 This Payment 350.19 Total LL Pmts: 350.19 Dal one e M 54'3.25 ,t t* *std * * * *AVA * *** * * *'A *d k * * *AA ** *,t A**\• A•* k •k *A *A *•A Account Code Description Amount 000/345.830 PLAN CHECK - NOMRES 350.19 • ' .75 ( INSPECTION RECORD 4- - I Retain a copy with permit D3T5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 4 / 6300 Southcenter Blvd., #100, Tukwila, WA 98188/ 206 431-3670 Project: NC.. At6,0-11/464q Type of inspe. on: - 11\ 1 L. Ad ess: AV 115 `i Hig Date called: - Special instructions: Date wanted: I - Requestelzo 6 . 7 - hon: No.: , 5 fl Approved per applicable codes. J Corrections required prior to approval. • C b MMENTS: • • I Inspector: Date: e i r: 4 1/ 17.1 [ $42.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must 1. •' ,• , be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • - Receipt No.: - Date: 5 / INSPECTION RECORD ,,- ;...1 e" ~' ' Retain a copy with perm .„,,(....D ' ` INSPECTION NO. PERMIT NO. N. CITY OF TUKWILA BUILDING DIVISION ` ,� 6300 Southcenter Blvd., #100, Tukwila, WA 9818 ki (206) 431 -3670 Project: Nte Type of inspection: F l t o(x ( Address: - ?° v u Date called: Special instructions: Date wanted: a.m. Requester: �5.. i . Phone No.: . I,•/ S5.5 � j Approved per applicable codes. I Corrections required prior to approval,\ . COMMENTS: Fi *--3115 - $ 4_) ';t c d 4.. ; /�' �/ 4 'i ' 9) ". )2e4 / / / 2/611g.8 d ' ..it j 1 7; Z4Arric7 ec:', , 01 " 01 C' '. 6 Mee4 fl ` A . A f i 5 ,..,, ..,,, . - ,, , .. Inspector: a i / Date: 4 //Y I i $42.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: I 5 J c.. . ...... 'I x+.. +. 'Cb.t •v <.4w ^5lJ5:e.rr,._.. r...... .. , F t r 7 1 r INSPECTION RECORD . Th Al" 5 , • ,-rq 103S3 - 1.--- ' Retain a copy with permit t :- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: % 0..... o hi 1 t i Type of inspection:pw Fi nal Address:I w \ ick k t.0 ■-si At i Date called: ,r. Special instructions: J Date wanted: a.m. - sq 15 CO5 Requester: c ' Phone No.: ..i. !•• /Approved per applicable codes. I I Corrections required prior to approval. ... ...::, COMMENTS: ., , •:., •.... '-, ".. .:•,1 .„..: ),. :.: •.,.z ..!: '.•::;.; ; : -,•., t ,.:'•! . 1 ' , • „ 7 , .•;:,. , ,, r., • . '7' , . . ' s. •:- '.:"..!,-;7. i ,, ,, ' , i.• ' ;; . ',,,., ., ' •.. -. :,,: . ,::;.•: , .• ',,,,- . , , , ,.t.,. .:•= : .; -...:, ..,.,; ..., , . , „ , ,. ' ,:,:,... • ', .,,, 1 Inspector: 4 Itavy ( fiti dltv.A. , 1/4 , Date: .711 % ;:: . .,,, f. :-. , I I $42.00 REINOECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,,,:.,' ., ,, ... ,,,;.b,,,,, , , t.4,,, ...,, ,,,,:i , ,...liy, • ,, , ,;‘,:,,„.: , .., , FricTceipt No Date: ....". ,.: - :.!' -:-:,,•• ,;,‘ i':,':;',' i : :*.,., ,: ,: i.J ' . A ., r . ..■ .!* '......,,;:;` , ; 4. .1%. .. -, , + „ .. ' .. A.r:th.: 0 .121 . i:AK, 444 ..\ 'I,. 4 , ...II .... . , . ■ 1 I L. ..............+. ....- .�_.'`� \ \.\. \ \ ..�....�.,. ...a.,.. .�... �. .._...........n<13 :.t. ........s r. ........., �. .. •'Y ........ '... ..'T,".:L� .. r .. \ I I t, • i sm. , INSPECTION RECORD 13 95 Retain a copy with permit b5$3 • .,,,. 1'., PERPIT NO. / CITY OF TUKWILA BUILDING DIVISION if 6300 Southcenter Bivd., #100, Tukwila, WA 98188 / (206) 431 -3670 ' ." ' -: N e. MA.0,1 i ►`lE R YPe ° . - i � Address: %DO W. , Lv.. 1 H Date Cased: i r — - co , Specla1 Instruciions: 11 1 Date Wanted: I - I 6 1 — C i '' �am p.m. _ 3 : 00 Requester: Phone No: 7-"10 — 32L t') . [Approved per applicable codes. ❑ Corrections required prior to approval. . COMMENTS: • t+H I Inspector: (/ Date: J .. r;1 .. " ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be patat 6300 Southcenter Blvd., Suite 100. Caf to schedule reinspection. „ '. " ' ti " t refilk —111e: . , .... ' n.' -._... u -+., .- ...,..-.w-1,, i A.._f.. _. Aa:,Aa sSi. WIN S,: 4.61;6474 4atilt + e9:t!?.. 1:_. ._- �� • .. , , _ . m I mwt;,` tz i v�,. . .. .. z,.. .i .. ,... _,..� U • . .. '.. .r .. • ... : . .. •, •.. f '. ,. . , N .. . a .1:i.��ii`ia,�N "ftF`! ?,.' L� ... Aa .`. � M � : �''' i"! . � e.�> t* �' ti-.¢ clt t�rw1 �/; }.e�l';i't�'T�r°^,�i�c �i�o F,...f Je"�. IP ' . •'- o,,s.LTAiyr4 Pacific ` Cs 0 c_. i e v . �: Testing .. ' E.6 TAO L IB HEO t tl2! ' • . Laboratories Seattle April 3, 1996 Bothell Certificate No. 9603 -0040 Tacoma Sumner Peninsula Mr. Duane Griffin Portland CITY OF TUKWILA BUILDING DEPARTMENT 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Project Name MC Machine Power Systems Project Address 1 alley Hwy. Permit No. B95 -0383 We have completed the requested special inspections on the subject project. Our final report, dated March 22, 1996, is numbered FR3375. One Lab. WORK REQUIRED WORK INSPECTED Structural steel erection Structural steel erection' * Engineer approval provided, see attached. One Consultant. To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Reviewed by: William B. Throne, Manager, Seattle Inspection One Solution. Sincerely, Air 6 .......- .,-=--- a mes C. Fre- ' g, P.E., ' esident JCF /j Enclosure cc: John Gintz Corporate offices GOBI CONSTRUCTION 3257 16th Avenue West 3225 North 30th Street Seattle, WA 98119470 Tacoma, WA 98407 U.S.A. Tel: (206) 282 -0666 Fax: (206) 282 -0710 0 PRINTED ON RECYCLED PAPER ... .� - . ,,, :; : ,,l a'.�v�.r �✓ � , •1'9 %{.1+1,.r ., ,, K7y:� 4 47.71`�rd r �i -ad' 'N ,y':� � - 1.7,/'• A.N'!' •�7•` kid;4'tY•4"i" i i 7; " `77, ,; ft1'4 f,; , ;4 \,1,tit., 4. n ,,11�' ►��•, 1 1 f. City of Tukwila John W. Rants, Mayor (P ; i Fire Department Thomas P. Keefe, Fire Chief „ ........ 1908 TURWILA.FIRE DEPARTMENT 1 1/ 7 FINAL APPROVAL FORM Permit No. ` Project ect Name /")L � 1� � tt/c L C 06 / 1 -C ( ter l) 7 � Address / f l r(C) I) ) //4- r r U-c.i Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: A. bT Pre -Fire: Permits: Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) S7S -4439 ,i • f',"°. ( ...,, CITY OF TUKWILA Address: 17900 WEST VALLEY HY Permit No: B95-0333 • Suite: Tenant: N C MACHINERY CO. Status: ISSUED Type: B-BLDG . Applied: 11/09(1995 Parcel #: 362304-9011 Issued: 01/04/1996 Permit Conditions: . 1 ''' - . No changes will be made );lS iiii „:. , t le .,- by the Architect or Engineerthe 2. Plumbing permits,s,heWte Otatned through - iii00 - eattle-King County Department Of Publii,cealth.Plumbtng Wtlitbe Inspected by,,*"04i' gaS/pipAng (296-4722 ) i.„ ,.,1 -;:l 4 , : ; , ' 41 :j: . ,! ',.1 , „/ 3. Electrica be (obtained ''' thr.ougirthi'i:Was State DiAt'eloneoabor,and Industries and all Oec V work wiMheAnspd'hy thk,p'0*y (2418-66.8.0) 4. All me 04hical ;;iito'rk-iiShall beilnidereparate perNii''''14:tiied ' ” WA ../4--, • VM '-' the Ci V of Tukwil4. if ,,t.•,e . ... 6 , , , I 5, All permlittin.o.pectic#recoed,and approved plans sliajiVbeg avaq061g„,,,a,tthe'job stte prW-i:o,.the start of anocci6 VA , !... 1 strqc0 ese c0. 'Th docuthents_are to p*Anaintained anct,avtW 7 able:,,,Ontil,fAn*1 Inspect ion approva1 is 6. Alltructuralconcrehe,Shelit• he .sPeCiat inspected (u . pc , Sec?..? 306 ( a)l ) ."-:' „,:,. . • -, -',. ; i '''1. ! ,•:, ' - ,, ,: ,,, ) 7. AllOructuraf' welding dones,h4/..W.A'.'b.O. certified • )` • -, 1t" - welders anckspectal inSpec't-ed 8. Allh)gil 1UBC ..- 4 . Sec.306(aA6). ,,-,- ,. 9. When special inspection is required e owner, architectengineer shall notify jo Dl vision of appointment of the in the first building inspection. COpies 'of al,r4pecial inspecOon reports shall be submitted to the BOTding DivisiOnAn a timely manner. Reports - 'Sa0 , .contain address,y projecame, permit number and' type of inspeCtionvteing performed "':',,: - „•,,„. . • ,„,. ,, i;:. , ,, ,i,, 10. The special Inspector shall'tubmit, signed report - ,- stating whether : the work requiring special inspectionwos., to the best of the inspectorstpoW1Oge, in conformance with approved plans and speOfiOttiOnS the applicable workmanship provisions of the 1..1BC. 11. Partition walls att&Che*JopePAng,gr.i&ithe laterally braced if over eight (3) 12. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 13. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994:Edition) , and Washington State Energy Code (1994 Edition). 14. Notify the City of Tukwila Building Division prior to . placing any concrete. This procedure is in addition to any ' requirements for special inspection. 35. Validity of Permit. The issuance of a permit or approval of , plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation . . of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this P ..■•■.r.... ..��r rte .1.+��1 � ..r+ a code shall be val ids , g,4•4. 1 t (5 . There �.ha l l be no 'cupancy of the 'bu i 1 d i n'g(s ` `rt i / .1 the f / final inspection t"4. been completed by the 1'u .''ila Building t � :Inspector. . , 4 (^ ,%:.'.4417;:;''' r r ' t ` '' '41 N �3 V E(' .r :} av . I } v .. .h ti � + r t ��' , ' . F +i ' ti S r ` '' 4. h� r i •, Y . 1 . e _ � , ,3t..' 1 4 • i'` 4, } ii; ' +�+� . -' t,7 1.F n 5 f ? r, x . 14 •:11 . ` 'S ' k �• , -4 r id F t It ' . � r �, , ' , '1' r{ ,at } 4,1 . . ,. l h t ( ,g, ,. 'Fl g a O t t It. .. . 4. m / f } • ff + . . `!1 - F i' i.",/1 ' r. $ `.: ' ;:t 4 ' ;:t 4 1 t hg? :5 . ri, f. ' a F t 2 } ;*v s ex r IPA s...' r y .}i r $ . ,(1, } ., i rf' 1 . .ti:., , , '$ i ` I k f , v,, h :. -----'''''''.111 i i t ,1.1 i - r 424,4' 1 \41k tr �" y t 1,, { ` } 3 i e � �� � n. } t t , i � r t „ e f y : r.;f :x;'umJ1 t y ° ; / -- -n', t 3 j # , . . .; • n ` • F 7 i y�' ,l F • 4 . opt + / ' + ,' t:, • ' , 14 < I s °1, . +;:;} i I t i , g ut fY,/ •� r (` ,�. . t ,, r� ILL, & • , . IV 1 i t i t . 4 :y {I• !r . / J r , t t, ) r l + ., }..�, ! f r � , x : ir F 1,40 , ya l4 .'Q t -f tIw '11P t V1 s 1 ! ` �x.� r •, s. , m Y " S 4' , o 4, ;+ „ f " t o - ! F } 6p 1 'd. s 14" x { .1' ,%1- ''•"s..'-. , �,(y }1 � q$ 44 4441 \\ . 17i, fF '' {:' } ,c i f ( ` '''' t ,,, .. y ., u� „,.. `y � 4y e a.� ” � 5.+ Y ' � �,a ; ,.,, Sr ;••ir'�`J "�' «r tp , , g � 1. ,tat t;, ''''' �` i„ r ii r9 • • ,-., ■, ' ,, �#`' •, r ' , ' 'v '1;�,' '' 4' i<' 1112 , I ,..,. 1, ,. d k 7 1t,• ' � " �''5 Y +r is } ^, ad..;' 1 .,I 4 �' ,4. 2 r l '. ' . 3 Y et? ' i + '' t' ,:,;'ii 41 ;,. .4y t s ,as ,, "r`y ,. ,. �b q Y, * ,',) . 1 ., . .. ... ..., .:'t. :': f .... .`..'.:, ......' P:.; . t... L ..:.: :._ «wr.-, «.h•�,..m.�. rem_...,,,.. buix° C'_,. I1. .. s�i. m. u. ... v.. .......................,..........................._..............., ........�_....._...- ..... «...., *«a...r • ENV•SUM 1994 Weshington 91ete Nonresidential Energy Cow Compliance Form Envelope Summary Climate Zone 1 ENV -SUM Project Name N.C. MACHINERY • DYNO BLDG 1 Date Project Address ,RENTON, WA Applicant Name COBI CONSTRUCTION Applicant Address Applicane Phone 206- 758 -5555 • Project Description New 6uIlding Addition Aiteretion Change of Use • L x I _ I • Compliance Option • Press ive C• •• orient Performance - tams Ma is X Space Heat Type Electric Resistance Al Other �� t • Glazing Area Total Glazing Area dlv byGross Ext Wall Area times 100 equals S of Glating Calculation 0 2726 100 0.0% • Concrete/Masonry Option I (Cheek Box If using this option. Envelope Requirements (enter values as licable Minimum Insulation R•Values Fully Heated/Cooled Space • • Roofs over Attic All Other Roofs • R -13 Opaque wags R -19+ Below Grade Walls Floors Over Unconditioned Space Slabs on Grade R -0 - Radiard Floors Maximum t1- Factors Opaque coons , • U•.60 Vertical Glazing Overhead Glazing Maximum SI4GC VerticaVOverheed Glaring Notes: • OVERHEAD DOORS MUST BE INSULATED TO OBTAIN A MINIMUM U -.25 (R -4). • tti i c0\\*. CITY OFT DEC 201995 PERMIT CENTER C C 1 1 1094 weuMa i Sim Nonreseknoen Energy Code Can nu Form - Envelope UA Calculations Climate Zone 1 ENV -UA Pro ject Name 1 N.C. MACHINERY • DYNO BLDG Space Heat Type Eleculc Resistance L l Al Other X 1 Glazing Area 0% Concrete/Masonry Option Yes I i No �X� I • _ . Building Component Proposed UA Target WA t - teclor. )(ken (/1) .. UA (U x A) %Rector x area (A) - UA (U x A) Vettical Glazing U= Plan ID: . 0.00 0.00 Us Plan ID: 0.00 Qle2ing % Mac Re.lst. ott Heeling • U - Plan ID: 0.00 0.14% 0.40 0.90 U+ Plan ID: 0.00 15.2016 0.40 0.75 U• Plan ID: • 0.0 20.30% not asowed 0 • i U■ Plan ID: 0.0 30-40% not slowed 0.60 Overhead Glazing U■ Plan ID: • ' 0.0 0.00 • Us Plan ID: 0.0 Gta>ing % EIec Real :t, ow Hoeling U= Plan ID: 0,0 0.15% 0.00 1,45 U= Plan ID: 0,0 15.2013 0.80 1.40 U- • Plan ID: 0.0 20-30% not dewed 1.30 U= Plan ID: 0.0 30-40% not wowed 1.25 Opaque Doors U..50 Plan ID: Man Door 040 21 12.4 0.60 449 201 .00 U'.15 Plan ID: Ovsrh.ad Doors -2 • 0.25 445 112.0 Ma Rudd. other Heating U' Ptan ID: 0.0 0.600 0.400 Roots over Attics RI= Plan ID: 0.0 0.00 1 R= Plan ID: 0.0 Etas Rata. o1Mr (:biding R. Plan 10: 0.0 0.031 0.036 All Other Roots R ■13 Plan ID:MBI In roof • 0.105 1620 170.1 0.05 1620 01.00 Rs Plan ID: 0.0 Fbc Rabt. CANT Il.Wng R.. Plan ID: 0.0 0.034 0.060 Opaque Walls R•13 Plan ID:MBI + RIgld Board 0.052 7261 117,4 0,14 2257 215.60 Rs Plan ID: 0.0 D.c Rulat. other Healing Rs Plan 10: 0.0 0.0112 0.140 Below Gracie Walls Rs Plan I0: 0.0 0.00 • Re' Plan ID: 0.0 Floor's over Uncond Space R'. Plan 10: 0.0 0.00 Rs Plan 1D: 0.0 Eloc Retbt. OUw mooting R■ Plan ID: 0.0 0.025 0.056 Stabs on Grote . R "0 Plan ID:Non Insulated 0.73 166 .122.6 • e.54 100 110.72 ' P. Plan ID; 0.0 ales Redd. other Heating R= Plan ID: • 0.0 F ■.54 Ps.64 Total: 4514 734.10 Totals 4614 769.10 ` For Gompllane6: Proposed Total Area slid equal Tempt Toad Area AND Proposed Total UA shall not exceed Tart* Total UA RECEIVED CITY OF TUKWILA • ' DEC 201995 PERMIT CENTER APR 2 '96 16:02 FROM ENGINEERING BEHLEN MF PAGE.001 BEHLEN MFG. CO. FAX NOTE Pages 1 TO: 1 ' FROM: ALAN BLAIR WW1° CO: a p n f L. 1/� cen c B E H L E N �� PHONE: (402) 563 -7235 ® BUILDING SYSTEMS FAX # 2 0G Z B Z - 01 / O FAX: (402) 563 -7286 Bohlen Mfg. Co. 't 4025 E. 23rd Street P.O. Box 569 Columbus, NE 68602 -0569 U.S.A. PH: (402) 564 -3111 TF.LEFAX: (402) 563 -7470 TELEX: 6875051 BHLEN UW 1 April 02, 1996 PACIFIC TESTING LABORATORIES RECEIVED John Vicente - -" ' o z - 2 1996 , T DB _ Pacific Testing Labs 111 -- ~ • 3257 16th Ave W. ` LI r.3 j__ .:.' �.v1:1C1; . _ - -- Seattle, WA . ,TSLi) rnls — � REFERENCE: I 49 30' X 54' X 23' Metal Building for N C Machinery, Tukwila, WA High Strength Bolting Dear Mr. Vicente: We arc in receipt of the inspection report of Mr. DiMartino dated 3 -22 -96 regarding installation of the high strength bolts. Our erection drawings specify installing the bolts using the "Turn of the Nut I Method". This is preferable to a specific torque reading, due to variabilities in the bolt conditions, the steel surface conditions and other items. The MSC Specifications for Structural Joints using ASTM A325 or A490 Bolts does not recognize "standard torques determined from tables or from formulas which are assumed to relate torque to tension ". It is our opinion, however, for the subject building, the bolt tension achieved by the torque observed by Mr. DiMartino will produce satisfactory results. None of the " joints in the building are "slip critical ", nor are they subject to fatigue or vibratory loads. Because of these factors and the excess capacity that the bolts have in this 1 particular application, installation to the torque observed is acceptable. t. Ny ` Please contact us if you have further questions on this matter. 4 o� iip - Sincerely, y ' J4t1. gyp. A o ,eee, 4, Alan D. Blair, P.E. r 91 3 ? !7/97 Chief Design Engineer """"-^�-� °- . .• "� • ( ) REPORT NUMBER FR 3 3 7 5 P T PREVIOUS APT. NO. . PACIFIC TESTIN• - LABORATORIES EXECUTIVE OFFICES • Seattle, WA EASTSIDE DIVISION • Bothell, WA TACOMA DIVISION • Tacoma, WA PORTLAND DIVISION • Portland, OR PENINSULA DIVISION • Poulabo, WA (208) 282.0666 • FAX (206) 282.0710 (( 206) 485 .4244.451 FAX (206)485.4611 (208) 922.9299 • FAX (206) 922.1512 (503) 224.224 FAX (503)244.5285 (360) 297.8821 • FAX (380)297.8628 MAILING Cob( I,L.N it'4U(.i.4 i b k.J REPORTED i1 I} t4j.1 ti (� DATE 5 " 9 '• � — c? � 0, 2' BY :� ' • s �(] ADDRESS 3').. a-7 '. I , x) ' /n BBY VIEWED DATE i e ATE tl` L J 9% `e-Um �' , ^' rk • 9/ v NUMBER NUMBER 9i ��� ATTENTION :1nLN C V ARCHITECT /fJ —rvti . 4', r• ' l ' Vi PROJECT aC.I, I 06: .. 0 // �5 � ENGINEER 1 t �� - � � ; I � � 1.. 41 LOCATION �� 106 �/'a'� ( � � y NUMBER ORD. ;2 " CONTRACTOR ( . 1 (' I C-0 fit , J t 't ■ S �2C c. c (r -- ( �C . t) - r� v k •• S c\ 3 %� '' l �, 3 �-`j _ -' ( �t;n: t,' �ti? k—) �, 1�� 1�1-., 1 tc l o c / at.,, ( '' c c' 1, ` �' " E . e t tU 4 5 C ‘vt S 1 D lr' cyC tt43 'I..u.- k.,•-e. C /4 : (7 '1..4.:: ,�"I,�f t'-, • t,'^ i ( r‘ lt;^ i ��C 0 l L,-e rz ... I �, —:e_ Fr ; �: R ' c �,.. � �'�.. ; L , l .t. 4:‘,4 ' 'CLp cLo- ttueL, y . o-( 3 o 0 . 'j 'I .5 �J-6.:7 . C6.1 1` C n,`z c(.: 1) . —b'1 L ,,,� , ASTM TEST METHOD (AS APPLICABLE) MODIFIED YES .7 NO , EXPLAIN: "p EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) • WORK CONFORMS Y �, f1O , 01. 'This report Is provided for the Information of the client only The reproduction of this report, by any method, and its transmit. HOURS MILE• tel to a third party, by any means, except in lull, without the written permission of Pacific Testing Laboratories, is prohibited.' AGE This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made COST CODE ON OFF ST OT within the defined scope of the work. Certification shall not be construed to represent Inspection, approval or acceptance of t 0 (q 0 f r t other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Pacific Testing Laboratories DATE FIELD CONTACT: DATE Contract Min. 3 TOTAL HOURS — Chargeable Hours . FR 89.2 -'� 01/97/1994 19:44 2067565554 COBI CONSTRUCTION PAGE 01 COBI Construction, LLC JOHN GINTZ EstlmatIng Operations 13412 -112 St. East Puyalwp, Wa. 88374 206.84$ -8141 -- - -• - -- Telephorn 208 - 768 -5555 Fax 206- 756 -5554 FAX TRANSMITTAL COVER SHEET • DATE 01/05/95 TO: ATTN: Ken Nelsen FROM Jolui Pickering RE: PERMIT NO B95 -0383 NUMBER OF PAGES (INCLUDING COVER) 2 Attached is confirmation of phone call this date, John Pickering RECEIVED JAN 0 5 1996 COMMUNITY DEVELOPMENT e 0 19:44 206756555 COBI CONSTRUCTION PAGE 02 (. (,) cor' Construction, LLC 01/05/96 Ken Nelsen, Plans Examiner Department of Community Development City Of Tukwila 6300 Southcenter Blvd Tukwila, WA. 98188 Dear Ken: This letter is to confinn our phone conversation of this date concerning PERMIT NO. B95 -0363, SPECIAL INSPECTIONS, CONCRETE. As per our phone conversation, NO inspection required on this item. Should you have any questions, please call me at my office, Sincerely: John Pickering, President COBI Construction, LLC RECEiVED JAN U5'1996 COMMUNITY DEVELOPMENT 3225 North 30th Strut • Tacoma, Washington 98407 • Phone: (206) 756 -5555 • Pax: (206) 756 -5554 c aICI. O 1 114 r ' BEHLEN. �it>� BUILDING SYSTEMS � "'` c'.11) Behlen Mfg. Co. ' crrr 4025 E. 23rd Street , � P.O. Box 569 :� < ;. No a 91995 Columbus, NE 68602.0569 U.S.A. ' PII: (402) 564 -3111 TELEFAX: (402) 563 -7242 pERMa CENTER TELEX: 6875051 BHLEN UW LETTER OF DESIGN CERTIFICATION REFERENCE NUMBER: D4945 BUILDING OWNER: N. C. Machinery Tukwila, Washington BUILDING DESCRIPTION: 30' X 54' X 23' GCSB Metal Frame Building This letter shall serve to certify that the above referenced building has been designed and produced by this AISC Certified Manufacturer in accordance with the order documents and information shown below: Design Standard: 1994 Uniform Building Code • Roof Snow Load: 25 PSF Wind Velocity: 80 MPH, Exposure C, Enclosed Collateral Load: 0 PSF Seismic Zone: 3 Occupancy Category: IV Steel members are designed in general accordance with the 9th Edition of the AISC for structural members, and the 1989 Edition of the AISI for light gage members. This certification is strictly limited to structural steel components designed and manufactured by Behlen Mfg. Co. for the loads and standards shown. Certification does not extend to foundation, mechanical, electrical, plumbing, fire protection, civil work, architectural responsibilities, overall project co- ordination, erection supervision or inspection, or other aspects of code or specification compliance not so indicated. 1 ) . • rt • • ,e‘e Oe4/ C'' t • Alan D. Blair, P. E. :,;� `,' ' :','� �. �O>�w°N • Chief Design Engineer II " � p R O v October 18, 1995 a , PQ v LEXpIR>rs 11 i f/`i'$ R�11"o1�GQ, R O B E R T 1 rkurl ;ti,u,\ 11. nu SI I I\I 111':\1 I. yn 111.`411 , >, 1 nl n1 nl111P111. �LAn I I ' I li ILI 'I IIfl I Ilu \III,I I I )1w 11:LI;I'Iu, \I. I':Itnl o'ji.uin't 1 \I. 1!etlq ' +a•i•a' 1 S ti U (: I A 1' R S n\:(204)1 621.47 In I \\ III »I 1r , • =:nn (1\ ;'It\r I. \(■\I:IiRs RECEIVED CITY OF TUKWILA DEC 2 9 1995 December 28, 1995 PERMIT CENTER J. Clark Johnson Consulting Engineers 1418 - 112th Avenue NE Bellevue, WA 98004 Attention: Mr. J. Clark Johnson Regarding: 95 -T -30 (NC Machinery Company) f5 '0351-3 RFA #95102 -30 Dear Mr. Johnson: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). We have no additional comments. We have forwarded the drawings and calculations to the City of Tukwila for their records. Please note that the Behlen Frame Building Erection Guide is part of the construction documents. One copy of this document was forwarded to the City of Tukwila. Please forward a copy of this letter to the metal building engineer at Behlen Building Systems. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crys 1 Kolke CLK:3 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t30 ^3.doc • CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * REVlSI•N SUBI',JITT /AL * DATE 44 ^ 2 — PROJECT NAME /// C r � , % �i C �!/ y e ^ ADDRESS CONTACT PERSON d o ti a ( 2/ ce PHONE ,40 G ( 7 1 . 6- 5'55 5 ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER � —" (' 3 t i 3 TYPE OF REVISION: C9 /("' S"' � p,-� �t /95 � X1c �Y� +M "'; "`_ ' : -e 794. rt Cle, 0 " rer 4 ' ( -1//fr 4.4 ' SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO:- 4 (. RECEIVED CITY OF TUKWILA DEC 201995 PERMIT CENTER • R O B E ' • T 11140+SWnty. 401 SECIA11 11E\1l oil I11 tl! S(Il IIIIIJII•I.'Iki.I I 14 1 i r 1( I: icEs tit 503 SI rl l: IT1: $031: ( } 1 � 1I . 1 ` s 1•IIRI �l ;11'll . l: 1Y1SIll \G1 \!11104 1111M11.11.1 11%1041411 ri•:Lha'IIc,NE. ( 21 1 1110:1 II:LI:I'III \I. 1 11u:,111140'•'1 S S f) C I A T r S K1.\: 120611121.9740 F 111(1011 5.2200 131\ ?t I:I'I \0 I: \CINI.I.:l:,. / / °A1 C December 19, 1995 J. Clark Johnson Consulting Engineers 1418 - 112th Avenue NE Bellevue, WA 98004 Attention: Mr. J. Clark Johnson Regarding: 95 -T -30 (NC Machinery Company) fi°16-0-63 RFA #95102 -30 Dear Mr. Johnson: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). Our comments follow: General . . 1. All welding is to be done by WABO certified welders. We did not receive a , revised Sheet S1 (Foundation Drawings). Also, please indicate if welding is done on the Metal Building. Foundation 2. Reference the 1994 Edition of the Uniform Building Code on the drawings. 3. Since the Truck Service Pit has been omitted from this permit, do we void Sheets 1 through 37 Also, the Foundation Drawings need to be updated to remove the Truck Service Pit. Metal Building 4. Provide special inspection of all high strength bolting per Section 1701.5. This information must be called out on the Metal Building Drawings. Please forward a copy of this letter to the metal building engineer at Behlen Building Systems and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cry tal Kolke • CLK:2.. cc: Mr. Duane Griffin City of Tukwila � • j 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 9 t30 ^2.doc COMMUNE DEVELOPMENT • • • • . . _ .... ....... ... ... ,..... ..» awe 4Ta17,..•: m+ n ...,..,....._._ .._. .... ........ .... ..,. P 01 • crri OF Tuxw LA • 6300 SOUTHCENTEI BOULEVARD • TUKWILA, WA 98188 • • * * REVISION SUBMITTAL * * DATTEJ(-- 3 0 PROJECT NAME ",. j ¢ ADDRESS O ? :t 2 • CONTACT PERSON PHONE ,Z'O ' 7.S to ` .i5 54 ? • ARCHITECT OR k NUIN ; ' �1 , ^.4 />N - -- PLAN CHECK/PERMIT NUMBER Pt C is a^ l/ 323 '1'XPE? OF REVISION: / ; � - - - .I / � ,/ _ • fe SHRKT N UMBERS) • :. 47 Q ' o f J A t 0 - 7 ■,) e• Cloud or highlight all areas a( revisions • U date revis ons. �. ( 1/ 6)1-42/C 4 ci I ft 1 1 SUANIITT ! TO /1 ".e i � 45/ - :3 4 • RECEIVED . CITY OF TUKWILA • Nov 301995 PERMIT CENTER • _ P ©2 4 Consulting EngtnN• • u I - I4111 112th Ave, t( Oa t e' . ( y s .- 3 Wll,vua,WA99tk.. Suol et: \ (Z06) r6s 7137 I i ^ t(— q5- 7 ; C, T i i I i (Z : N 1 G : ,a Dlri-tr T .�.w r � P-4M cA IP 6QS --038s 1 P, ,t.,, a., ,t-ea- i 1 Y 7 it_21 i..,„ .%6 cr—cAlii 4- Ad * 7 ' 4 ' 4 a_ , i , 44.: v -z4 21.1riel 4&4" f 44-V >r"•L -.. - ,r 6•4 r4••- 4. C4 ■-f1LKZ 42,a- 0/ / ,er1-4-4:-Ut- .4,,,mk,"-z. 7=4 le/Zte . ,:d.!/■.1.44-.7.4. 147N—% WR /4**Le---e ,‘-et'Y'' ' 41- a , ' Ai5A-**-c-L''s'b A:,„ 71--e. Ccr`^ ^Z 4412 , iZ ,Qi24. rig P: # rer.e_ ...erLAAJLEt , er .e /e% e ° i ;ti ZA 0•4 ■ A Q.?.- ,er.. .,4 .-+,- 0.4„.. 4.14- ci"..R e'+,,.- - 0...--eA. C-4 ..ert 4. fl-Ag--/.4"4-e41 , v - a-oe.i.fLi k L C2kr Ayr . ! c,: „ 1. MrA co . ) - 0 , / , 4 , z . or 1_ .,.:,1 .i.„ . E XPIRE S 10-22 RECEIVED CITY OF TUKWILA NOV 3 0 1995 "�'" PERMIT CENTER R 0 B E T \ !'KIII F;titilll \.11, 4111 SI ?I:u \II 111: \I l: sot I•ll 111. Sol III III III•I.:IRi,I 11 i' ( �l 1 1 I1I C R til Ill; , : •111 1,211,1 f;flKl'OK1'flu\ S1;11'fl,li,1115111 \t; 111 \glflul 1111 \tll,l LI 1ri W'ndu I I111 (1\I': (2014 1) 1•11111.1 ll;l,:a'I iI \I: 11111111 L,•Id, MI \ S S (► C I A T F S 1.1\ 120141121.9710 I) I'1 \. m14111.220 011 r11 \st I,II \Ii 1•: \GI \I:I:N E C E PIED November 29, 1995 NOV 3 {l 1995 COMMUNITY J. Clark Johnson Consulting Engineers DEVELOPMENT 1418 - 112th Avenue NE Bellevue, WA 98004 Attention: Mr. J. Clark Johnson Regarding: 95 -T -30 (NC Machinery Company) — 03�~�, RFA #95102 -30 Dear Mr. Johnson: ..JJ We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). Our comments follow: General 1. All welding is to be done by WABO certified welders. Correct all applicable sets of Structural Notes. Foundation 2. Reference the 1994 Edition of the Uniform Building Code on the drawings. 3. Provide calculations for the design of the foundation. Consider the point loads noted on the metal building drawings for our review. Truck Service Pit 4. The drawings need to be stamped and signed by the engineer that designed this portion of the project. 5. Section F -F on Sheet 5 indicates that #5 reinforcing will be provided throughout the pit floor; what spacing is intended each direction? Section G -G calls out #4 reinforcing @ 12" o.c. horizontally at the pit wall; clarify the size and spacing of vertical reinforcing. Also, clarify reinforcing in the upper floor of the pit. Metal Building 6. Provide special inspection of all high strength bolting per Section 1701.5. 7. Incomplete information has been submitted. The drawings reference elements that relate to specific trade items such as "8Z6RP4", "WX6A2505 ", "R2 ", etc. Sufficient information needs to be provided on the drawings to clarify what elements are intended to be used, also the design properties of each element needs to be submitted for our review. 8. Sheet 1 indicates the column loads on the foundation, how were these loads derived? Provide supporting calculations. 0 4374C • November 29, 1995 NC Machinery Company Page Two 9. Provide a detail for the opening at the man door, as shown on the Elevation at Line "4 ", Sheet 4. Please forward a copy of this letter to the truck service pit engineer at SuperFiow Corporation and the metal building engineer at Behlen Building Systems and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one.copy of revised calculations to our office, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crys alKolke CLK:1 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t30 ^1.dac • J IV , .... O Gh' ' : City of Tukwila John W. Rants, Mayor 61 estraw.sss. � � ; � zg �. 2 : Fire Department Thomas P. Keefe, Fire Chief 1908 -= • 11/28/95 Fire Department Review Control # B95 -0383 (512) Re: N.C. Machinery Co. - 17900 West Valley Hwy. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 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) Maintain fire extinguisher coverage throughout. 2. 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 _oo 'Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.44139 W ILA, \. . !�/ . s _, — 4i v� 0 s City ®� Tukwila John W Rants, Mayor I S +// i re O '' �'ti i4Va X12 : Fire Department Thomas P. Keefe, Fire Chief ''1., •, .. ...N••, 1908 -" 1 . i s i x i Page number 2 s 1 I ) or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) % Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be 4 obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Exit hardware and marking shall meet the requirements r of the Uniform Fire Code. (UFC 1207.1- 1212.8) ;i Aisles leading to required exits shall be provided 'rc from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Combustible material shall not be stored in exits or ,q 1 exit enclosures. (UFC 1103.3.2.3) 3. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1742. 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) Local U.L. central station supervision is required. (City Ordinance #1742) An approved fire alarm system is required per City '. Ordinance ( #1742) An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) (City Ordinance #1742) (UFC 1001.3) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 1 k �, City of Tukwila la John W. Rants, Mayor ma , aqt , Fire Department Thomas P. Keefe, Fire Chief '. 1908 Page number 3 Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive 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) 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. Yours truly, 'I 4 The Tukwila Fire " Bureau cc: File dm Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575.4439 • q s ` _, { �� � • } ', City of Tukwila John W. Rants, Mayor ua i.�// `• Department of Community Development Steve Lancaster, Director 1908 November 14, 1995 Robert Fossatti Associates Consulting Engineers 401 Second Avenue South, Suite 503 Seattle, WA 98104 Regarding: 95 -T -30: NC Machinery Co. (B95 -0383) Please do structural review per U.B.C., 1994 Edition. Sincerely, 2.KDS)S)L Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite # 100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 C MEMO UPDATE TO: Duane Griffin FROM: Ken Nelsen DATE: November 8, 1995 SUBJECT: 15200 - 52nd Ave. S., change of construction type request. Change of the subject type V -N building to a V -1 hour construction type would require exterior walls less then 20 feet from a property line to be 1 -hour fire resistive per U.B.C. Section 503.2.1. No opening protection is reqired. Review of the original building permit plans #3096, appear to indicate a 24 foot portion of the east wall is 15 feet from the property line. The original plan does not show this wall to be of appropriate 1 -hour construction. z • • ROLF PREUSS ASSOCIATES architecture planning commercial and business interiors September 30, 1995 Mr. Dwayne Griffin Building Official City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Mr. Griffin: I am requesting that the Tukwila Building Department reclassify the construction type of the existing building (B -2 Occupancy) at 15200 52nd Avenue South from Type V -N to Type V -1HR because of the provisions under U.B.C. Section 508 allowing substitution of an approved automatic sprinkler system for one -hour f ire- resistive construction. The existing building has two floors and each floor has a gross area of approximately 3,900 sq. ft. The purpose for requesting this reclassification is to get an approved U.L. (Underwriters Laboratory) Central Station License. Enclosed are the approved sprinkler drawings for the existing building. Sincerel .- '! Scott Davis- Architect , Enclosures cc: Bill Van, S.T. Corporation Suite 1000 Tower Building 1809 7th Avenue • Seattle, WA 98101 (206) 4 - FAX(206) 62626 -5321669 4 • �. f. i... .. �.• I . .,.E !..� ., . A'72 •:, +•.'U. i.:33?..,.,;1>“ to 42 7 ate+l.`G ;' 7.17 7th'+17,77,=f l, 'Ntr ='zY`:'ari*...IY`X'?1M, 7 14 ,7 ,2 emaM'anaMhtn+er3,14•YRUrN4 i fy ROLF PREUSS l RE C) E I \T P ASSOCIATES JUL ' • t architecture CUfVS {vit;i F = planning IDEVELOPMEN f commercial and business interiors • July 7, 1995 Mr. Ken Nelson Building Official City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 • Dear Mr. Nelson: I'm requesting that the Tukwila Building Department reclassify the construction type of the existing building (13-2 Occupancy) at 15200 52nd Avenue South from Type V -N to Type V -1HFt because of the provisions under U.B.C. Section 508 allowing substitution of an approved automatic sprinkler system for one -hour fire - resistive construction. The existing building has two floors and each floor has a gross area of approximately 3,900 square feet. Sincerely, Scott Davis - Architect Cc: Bill Van, S.T. Corporation Suite 1000 Tower Building 1809 7th Avenue Seattle, WA 98101 (206)624 -1669 FAX(206) 626-5324 t• W ASHINGTUN SURVEYING AND RATING BUREAU ' 1, • . , , t SURVE & RATIKS BUR . • } , ; • 1 ' `7 1085 Form 211A rutKlatedt It , l • h _ ...on1 r tt:auttomonts'ot�t,1 titut a s�� e C 4 m�� s a s atto to plenstes . • 01/06/1994 21:17 2067565554 COBI CONSTRUCTION PAGE 01 43 o /( 0/12-J- e .7;24, yq . r • • • 4 ' • DEPARTMENT OF LABOR AND INDUSTRIES ; THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A • r iii,. +r j }h•` k;_U ":..•..yf ,,�x.i�••.'•i:',p43;''..+�`♦ ' �j? 4' � ^s • Y" f. , r ;5�f r •.•.,c�f.T ; t� ^ '<?4 . ��+ , •�•i•1 S r� ki t� ''� •.A I � �" • sM' a ,\ fie '•1 r1I * .� •, • •1 :;ArA ; } .,�d .� i j ;A z.C boat k :�n t` a ' �;:5'• a .. • •�7 �. . ; �� ' ;( f:1s•; ' *' :; STATE OF WASHINGTON ..�'�:..� 'ter: �' • , ;;: . ;r . , i . ��. ;.r^' • •},; ' �}•. a 1{._4 ^ , ..�.; •.R •:�[�K�`: -i1� , 11 y�, �'f'ti��tn�p�.'f'�„�:�..i rY'�t•�}14}tJ.�.•�;• •�.���1� + � ryr A; }�''�,;� ��j'� • • ' • •f• �y� y •`' t !'..I• r`r•' 1.5; :.,11 1 • � r 984 07 ; ;': ;:: `' .• . F2126-062- 00013421 • • • • • • • 4 , • / , RECEIVED DEC 1 5 1995` STRUCTUAL DESIGN CALCS FOR N. C. MACHINERY DYNO BUILDING +,, 8 TUKWILA, WASHINGTON 44 ‹,_ C.,9.04" ..,'"' D4945" \ v' " ,.' ' . -''P Y ry D / c . 0- „•(' ,,t` ° P WAFIi /I a • , -.1'i ,2iTi , 4 ...h..,j.. X 1 /t'2( lupins 11 /I /95 l p1.-3.■ DESIGN LOADS: PREPARED BY: Roof Snow Load: 25 psf Structural Engineering Dept. Wind Load: 80 MPH Exp. "C" Enclosed Behlen Mfg. Co. Soismb Zone: 3 Columbus, Nebraska Occupancy Category: IV Ph: (402) 564-3111 Building Code: 1994 UBC ENGINEER'S CERTIFICATION IS STRICTLY LIMITED TO STRUCTURAL COMPONENTS DESIGNED AND FURNISHED BY BEHLEN MFG. CO. CERTIFICATION EXTENDS ONLY TO THE DESIGN LOADS AND STANDARDS INDICATED ABOVE. CERTIFICATION DOES NOT EXTEND TO FOUNDATION, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, CIVIL WORK, ARCHITECTURAL RESPONSIBILITIES, OVERALL PROJECT CO- ORDINATION, ERECTION SUPERVISION OR INSPECTION, OR OTHER ASPECTS . OF CODE OR SPECIFICATION COMPLIANCE NOT SO INDICATED. . ci1Y o� �o � E a A�'p� J Ate � 3 1� °6 ` +t I11... ING pIVISI°1` 5 6 /L /T T GSVIdX3 1 LZ 64 Il 01. L 9 V Z 30Vel X34MI solliadald uo!i3S SaWBJJ UMW SOUJRJA itempu3 Bu18 Ae ivawwoo MILL • COMMENTARY ON THE DESIGN • OF THE • BEHLEN RIGID FRAME BUILDING SYSTEM The structural analysis of frames is based upon the "stiffness method" as outlined in Analysis of Frames Structures (Gere and Weaver, D. Van Nostrad Co., Inc. 1965PP 190ff.). Since many members are tapered 'sections, the member stiffness is derived from the.properties of each theoretical "segment". Creation of the overall structural stiffness matrix, its inversion by a Gaussian elimination technique, and the multiplication by load vectors yields joint deflections (see DESIGN SUMMARY REPORT) for the frame. Once joint deflections have been calculated, member forces and moments are computed from the original member stiffness matrices. Shear and moment diagrams are computed for each membei for each loading condition using the principles of statics. A detailed stress analysis is made at the center of each "segment" as well as at ends of every section. Stress ratios are computed at each analysis point. The largest combined stress ratios in a section are reported in the DESIGN SUMMARY REPORT. The sample frames in Figure 1 may be used with the DESIGN SUMMARY REPORT for general frame nomenclature. All structural steel members are designed in accordance with the Manual of Steel Construction, 9 Edition, of the American Institute of Steel Construction. Cold formed members are designed in accordance with the Specification for the Design of Cold Formed Steil Structural Members, 1989 Edition, of the American Iron and Steel Institute. Longitudinal wind stability is provided by cable (or rod) "X" bracing, fixed. base wind columns or portal frames in the plane of the walls as required. Appropriate loads and combinations of loads are applied to the main frame and the building components (rake beams and columns, purlins, girts and panels) in accordance with the referenced code on the cover sheet. • • • • IrrjBEHLEN., ,J W Behlen Mfg• Co• • Box 569 COMP. BY. 7: Yeti nq DATE (Q •1.3.15 SHT. R Columbus, Nebraska 68601 I ,CHECKED BY. , DATE Iv he p#46 OF 2/ • . . . , . .. -. i • .. J o,,v- z' . • : . . . .. . cloiMr . 3 - : : ..... JoiuT. 4 ..... . • f . • l.. • 1011J idatm-r 5. , : . . f. . GuRE.. . . . , ... .. , . . . ... ... .. ..... _ . .. ... ..• ...._..__ ... ' ._ - ' Y - •- 1 1 = B E H LE COMP. BY. -7; lA DATE 16./3,94 SHT. • 3 vir Hwy. 30 East • Box 569 J C Columbus, NE 68602 -0569 CHECKED BY. DATE i O// 9 � J pp 3 SPACES • 12' • 3t COVERAGE • ADP -1 (ADP -2 apposite) ENGINEERING PROPERTIES TOP FLAT IN COMPRESSION SOT. FLAT IN COMPRESSION GAGE THICKNESS Fy Fb WEIGHT (in) (ksi) (ksj) (psf) Ix Sx Mallow . Ix Sx Mallow in4 /ft in3 /ft in -k in4 /ft in3 /ft 1n -k 29 0.0135 80.0 36.D 1 0.80 0.028 0.032 1.15 0.025 0.031 1.13 ROO 26 0'.0179 80.0 36.0 1.07 0.039 0.044 1.60 0.035 0.043 1.53 WALL ---a 24 0.0239 45.0 27.0 ( 1.36 0.052 0.059 1.59 0.050 0.058 1.57 • a'si 111 -'9 Shs _x • 1=11 15 46 SSR ENGINEERING PROPERTIES • TOP FLAT IN COMPRESSION 80T. FLAT IN COMPRESSION GAGE THICKNESS Fy Fb WEIGHT - (in) (ksi) (ksi) Oaf) Ix Sx Mallow Ix Sx Mallow In4 /ft in3 /ft in -k 1n4 /ft 1n3 /ft in -k 26 0.0179 50.0 30.0 1.10 0.376 0.163 4.90 0.136 0.109 2.62 24 0.0239 50.0 30.0 1.42 0.529 0.232 6.96 0.213 0.147 4.41 • BEHLEN MFG. CO. PAGE yt * ** EAVE STRUT DESIGN * ** OP ZI JOB NUMBER : D4945 ( FULL OPTIMIZATION ) * ** GEOMETRIC DATA * ** BAY SPACING (FEET) :3@18. BAY SPACING (FEET) : i INSET LEFT (FEET) :1.0833 INSET RIGHT (FEET ) :1.0833 AVE EXTN LEFT (FT.) .0000 EAVE EXTN RIGHT (FT.) : .0000 ROOF SLOPE :1.000/12 HORIZONTAL SPAC :ING (FT.) : 1.7500 EAVE STRUT DEPTH (INCH) : 8.00 TOP FLANGE BRACED AT 1.00 FEET * ** DESIGN C :R I TEJ : I A *** { DEAD LOAD (PSF) : 2.200 LIVE LOAD (PSF):25.0069 WIND VELOCITY PRESSURE (q) : 19.500 PSF SPECIAL WIND COEFF .: -2.109 MAX. COMBINED SHEAR AND BENDING UNITY C:HEC :k< :1.034 MAX. SHEAR OR BENDING UNITY CHECK :1.034 MAX. DEFLECTION LIMIT PER SPAN : L /150. SPAN LENGTH SECTION AREA MOMENT WIND DL + WL DL + LL -FT- NAME I N . SC? . INERTIA COEF (KLF) (KLF) 1 1.08 8ES14 1.394 13.11 - 2.1090 -.0684 .0474 + 2 16.92 8ES 14 1.394 13.11 -2.1090 .0684 .0474 3 18.00 BES14 1.394 13.11 -2.1090 -.0684 .0474 4 16.92 8ES14 1.394 13.11 -2.1090 -.0684 .0474 0 1.08 8ES14 1.394 13.11 -2.1090 -.0684 .0474 ' . 4 ,.��`'^"�~,`~`^�~~^~^^-- ---' -------^ BEHLEN MFG. CO. PAGE x� z/ *** PURLIN DESIGN *** JOB NUMBER : D4945 ( OPTIMIZE SHORT LAPS ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :3@18. INSET LEFT (FEET) : 1.083 INSET RIGHT (FEET) : 1.083 pURLIN EXTN LEFT (FT.): .00000 PURLIN EXTN RIGHT (FT.) : .00000 ROOF SLOPE :1.000/12 HORIZONTAL SPACING (FT.): 3.50000 PURLIN DEPTH (INCH) : 8.00 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** DEAD LOAD (PSF) : 2.20 LIVE LOAD (PSF): 25.00 WIND VELOCITY PRESSURE (q): 19.500 PSF SPECIAL WIND COEFF.: -1.84 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.034 MAX. SHEAR OR BENDING UNITY CHECK :1.034 MAX. DEFLECTION LIMIT PER SPAN : L/150. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP WIND DL + WL DL + LL LENGTH LEFT SECTION RIGHT COEF (NLF) {KLF) ~--- ------- 1 1.0830 .0000 8Z14 .0000 -1.8420 -.1185 .0949 2 16.9170 .0000 8Z14 .1875 -1.8420 -.1185 .0949 3 18.0000 .1875 8Z13 .1875 -1.8420 -.1185 .0949 4 16.9170 .1875 8Z14 .0000 -1.8420 -.1185 .0949 1.0830 .0000 8Z14 .0000 -1.8420 -.1185 .0949 ' _ ' . . BEHLEN MFG. CO. PAGE /~ ��21 *** GIRT DESIGN *** ' *** FRONT SIDEWALL *** JOB NUMBER : D4945 ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** 'AY SPACING (FEET) :3@18. LNSET LEFT (FEET) : 1.0833 INSET RIGHT (FEET) : 1.0833 ROOF SLOPE : 1.00/12 MAX. TRIBUTARY SPACING (FT.) : 6.0000 GIRT DEPTH (INCH) : 8.00 GIRT CONDITION :BY-FRAME OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -19.50 PSF WIND LOAD PRESSURE COEFF. : .90 WIND LOAD SUCTION COEFF. :r .90 MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION NO. SPACING TRIB SPA COEF COEF (KLF) (KLF) 1 16.8167 6.0000 .9000 -.9000 .1053 -.1053 2 18.0000 6.0000 .9000 -.9000 .1053 -.1053 3 16.9167 6.0000 .9000 -.9000 .1053 -.1053 *** LOADING COMBINATION *** 1. WLP 2. WLS *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP LENGTH LEFT SECTION RIGHT 1 16.9167 .()000 8Z16 .7500 2 18.0000 .7500 8Z16 .7500 16.9167 .7500 8Z16 .0000 ' ' . � BEHLEN MFG. CO. PAGE 7 , �� J� � *** GIRT DESIGN *** oF - *** LEFT ENDWALL *** JOB NUMBER : D4945 ( OPTIMIZE SHORT ONLY ) *** GEOMETRIC DATA *** 'AY SPACING (FEET) : 4.500,14.250,11.250 INSET LEFT (FEET) : 1.0833 INSET RIGHT (FEET) : 1.0833 ROOF SLOPE : 1.00/12 MAX. TRIBUTARY SPACING (FT.) : 6.0000 GIRT DEPTH (INCH) : 8.00 GIRT CONDITION :FLUSH OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -19.50 PSF } WIND LOAD PRESSURE COEFF. : 1.14 WIND LOAD SUCTION COEFF. :T 1.14 MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION NO. SPACING TRIB SPA COEF COEF (KLF) (KLF) 1 4.1667 6°0000 1.1430 -1.1430 .1337 -.1337 2 14.2500 6.0000 1.1430 -1.1430 .1337 -.1337 3 10.9167 6.0000 1.1430 -1.1430 .1337 -.1337 *** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING SHORT CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP LENGTH LEFT SECTION RIGHT ^'--- 1 3.8125 .0000 8Z16 .0000 2 13.5417 .0000 8Z16 .0000 ' 3 10.5625 .0000 8Z16 .0000 � . BEHLEN MFG. CO. PAGE 6 *** BRACING DESIGN *** JOB NUMBER : D4945 (FULL OPTIMIZATION) *** GEOMETRIC DATA *** BAY SPACING (FEET) : 3E BRACED TIER SPACES (FT) : 10. FRONT EAVE HEIGHT (FEET): 22.0000 BACK EAVE HEIGHT (FEET) : 23.0000 FRONT SIDE ROOF SLOPE : 1.0000/12 FRONT SIDE TO RIDGE : 15.0000 *** BRACING DATA *** RF BRACING TYPE : CABLE # BAYS : 1 LOCATION : 3 FS BRACING TYPE : CABLE # BAYS : 1 LOCATION : 3 BS BRACING TYPE : CABLE # BAYS : 1 LOCATION : 3 LE BRACING TYPE : NO BRACING # BAYS : LOCATION : RE BRACING TYPE : NO BRACING # BAYS : LOCATION : *** DESIGN CRITERIA *** WIND VELOCITY PRESS (q) : 19.5000 PSF EDGE STRIP WIDTH (FEET) : 20.000 INTERIOR COEFFICIENT,GCpR: 1.3000 EDGE STRIP COEFFICIENT,GCpX : 1.3000 MAXIMUM UNITY CHECK RATIO: 1.0345 MAX. HORIZONTAL DEFLECTION : .0000 *** LOADING COMBINATIONS *** 1. WIND LOAD 2. SEISMIC: LOAD ZONE 3 V =(p)z I C W / Rw Z = 0.3 I = 1.0 C = 2.75 Rw = 8 W = 19,677R V = 6,0804 << 9,033# WIND IS CRITICAL • ' ' ' ` ~ ~ ~ .~ ._~-__� � � ' �-'- i | *** BRACING DESIGN *** JOB NUMBER : D4945 *** ROOF BRACING *** PAGE (FRONT TO BACK SIDE) « ^m �� zi , *** BRACING RESULTS *** , { |TIER | TIER | ' C ' B R A C I N G - S I 3 E / T E N S I O N | NO. | SPACING | BAY #3 | BAY it | BAY # | BAY # | BAY * | . � 1 | ^4.5000 | 1/4" DIA | (FS) | | 3.95 1 | | HORZ REAC| 3.83 | | ` | VERT REAC| .96 1 2 | 10.5000 | 1/4" DIA | | | | 1.19 1 t : | | HORZ REAC| 1.03 | ` | | VERT REAC| 60 1 . 4 ---- ` 3 | 3.7500 | 1/4'/ DIA | | | | 1.05 1 | | HORZ REAC| 1.03 | ^ | | VERT REAC| .21 | 1 . 4 | 11.2500 | 1/4" DIA | |(BS) | 1 3.36 | � | | HORZ REAC| 2.85 | Y | | VERT REAC| 1.78 | , | COL | P | S T R U T S - T Y P E � F O R C E | # | FORCE | BAY #3 | BAY # | BAY # | BAY # | BAY # | FS | .6586 | STD | |EAVE | | 4.49 1 ^ , | 2.8017 | STD | | | | 3.83 | 3 | 1.0314 | STD | | | | 1.03 | 4 | 2.8472 | STD | | | | 2.85 ! � BS | 1.6565 | STD | |EAVE | 1 4.50 | ` | , • • . . . „ . , *** BRACING DESIGN *** JOB NUMBER : D4945 *** WALL BRACING *** PAGE 16 o F 2./ *** FRONTSIDE *** 1 TIER I 'C' BRACING-SIZE/TENSIO N 1WALL I SPACING 1 BAY #3 BAY * 1 BAY # 1 BAY # 1 BAY # 1 1 FS 23.0000 .1 3/8" DIA . 1 1 7.58 HORZ REAC1 4.49 VERT REAC1 6.11 *** BACKSIDE ***. I TIER I 'C' BRACING-SIZE/TENSIO N IWALL SPACING I BAY #3 1 BAY # 1 BAY # 1 BAY # 1 BAY # 1 1 BS 23.0000 3/8" DIA 1 7.60 I I HORZ REAC 4.50 4 VERT REAC 6.12 *** LEFT ENDWALL *** +4.41- IT IS A MAIN-FRAME -1-44.4. *** RIGHT ENDWALL *** •.4.1-1- IT IS A MAIN-FRAME ++++ • ' ' ^ PA er i/ or al BEHLEN MFG. CO. *** COLUMN DESIGN *** *** LEFT ENDWALL *** JOB NUMBER : D4945 ( OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) : 4.500,14.250,11.250 'AY SPACING (FEET) : FS EAVE HEIGHT (FEET) : 23.00 BS EAVE HEIGHT (FEET) : 23.00 FSTCJ RIDGE (FEET) : 15.000 FS ROOF SLOPE : 12 : 1.00 END FRAME (BF,MF) : MF GIRT CONDITION : FLUSH � PURLIN DEPTH (INCHES) : 8.00 RAFTER DEPTH (INCHES) : .000 [ ENDWALL BRACING TYPE : N # BAYS : 0 LOCATION : *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): 19.50 PSF BUILDING COND. (E E COLUMN DEFLECTION LIMIT : L/120. ' SPCL.EW C0..PRES.COEF.: .900 SPCL.EW COL.SUCTION COEF. ^ : -.900 SHEAR + BENDING LIMIT : 1.03 SHEAR OR BENDING LIMIT : 1.03 *** LOADING COMBINATIONS *** 1. DL+LL 2. DL+WLS 3. DL+WLP 4. DLfLL+0.5WLS 5. DL+LL-+0.5WLP 6. DL+0.5LL+WLS 7. DL+0.5LL+WLP i � *** DESIGN RESULTS AND WIND LOADING *** COL SECTION ANAL. TRIB. MIDSPAN PRESSURE SUCTION PRESSURE SUCTION # SIZE LENGTH SPACING HEIGHT COEF. COEF. (KLF) (KLF) _______ 1 MAIN FRAME COLUMN 2 8%3C12 22.208 9.375 23.578 .900 -.900 165 -.165 3 8%6C13 22.771 12.750 24.000 .900 -.900 .224 -.224 4 MAIN FRAME COLUMN ' � . Pi 6C /2 of z.1 * * * * * ** B E H L E N M F 6 C 0 * * * * * ** * * * AUTO /STEEL DESIGN * * A SYNERCOM TECHNOLOGY, INC. DEVELOPMENT * * RELEASE 4 MOD 0 * FEB 1976 *: * PC Ported Jun '89 * * Revised April 19, 1995 * * * ** * ** ** ** 1:16 :57ps 10/13/95 * * * * * * * * ** ss. TITLE - 30'X23' GCSBS 25RS/188/80MPH"C "(19.5C(1)1:12 SL Z =3 94 -UBC 04945A BY - TJY DATE - 10/13/95 RUN - T000 TYPE - GABLE PROFILE, CLEAR SPAN nj REPORT OPTIONS .,..INPUT ECHO .,..FORCES, MOMENTS, AND STRESSES (LAST CYCLE ONLY) ....CRITICAL CONDITION ONLY FOR FORCES, MOMENTS STRESSES REPORT : ,..,ANCHOR BOLTS AND CONNECTIONS .,..FLANGE BRACE REPORT ....WELD REPORT ....DESIGN SUMMARY REPORT .,..COST SUMMARY REPORT EXECUTION OPTIONS 4/3 STRESS INCREASE TRIGGERED BY WIND LOADS. EXECUTION MODE = ANALYSIS ONLY MAXIMUM NUMBER OF ITERATIONS = 1 UNITY CHECK RANGE = 0.950 TO 1.035 MAXIMUM SEGMENT SIZE = 2,000 FT. COEF. OF LINEAR EXPANSION = 0.0000065000 MOD. OF ELASTICITY,E = 29000000. PSI OPTIMIZE FLANGE BRACING = NO • • DESIGN SUMMARY REPORT BEHLEN MANUFACTURING COMPANY, P.O.BOX 569, COLUMBUS, NEBRASKA 68601 PAGE NO. T000- I3 OF 2L1 30'X23' GCSBS 25RS /188 /80MPH'C "(19.5C0)1:12 SL Z =3 94 -UBC D4945A DATE 10/13/95 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 1 - DL + WLL VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) • 1 -6.240 -5.683 0.000 0.000 0.000 2 0.011 5.110 3 0.211 5.091 4 -0.002 5.070 5 1.414 -4.144 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 2 - DL + WLR VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 1 1.414 4.144 0.000 0.000 0.000 d 2 -0.002 -5.070 3 0,211 -5.091 4 0.011 -5.110 5 -6.240 5.683 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 3 - DL +LL +COL VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 8.870 0.852 0.000 0.000 0.000 2 -0.015 -0.035 3 -0.563 0,017 4 -0.014 0.068 5 8.532. -0.852 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 4 - DL+LL+COL+.5WLL VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 1 5,120 -2.036 0.000 0.000 0.000 2 -0.008 2.523 3 -0.427 2.562 4 -0.014 2.600 • 5 8.609 -2.878 0.000 0.000 0.000 DESIGN SUMMARY REPORT BENLEN MANUFACTURING COMPANY, P.O.BOX 569, COLUMBUS, NEBRASKA 68601 PAGE NO. T000- 46): Z/ 30'X23' GCSBS 25RS/18B/80MPH'C'(19.5C0)1:12 SL 1:3 94 -UBC D4945A DATE 10/13/95 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 5 - DL +LL +COL +.5WLR VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 1 8.947 2.078 0.000 0.000 0.000 2 -0.015 -2.567 3 -0.427 -2.529 4 -0.008 -2.490 5 4.782 2.036 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 6 - DL +WLL +COL +.5LL VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP-FT) (INCHES) (INCHES) 1 -2.005 -5.253 0.000 0.000 0.000 2 0.004 5.100 3 -0.074 5.108 4 -0.009 5.113 5 5.311 -4.574 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 7 - DL +WLR +COL +.5LL VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP-FT) (INCHES) (INCHES) 1 5.649 4.574 0.000 0.000 0.000 2 -0.009 -5.079 3 -0.074 -5.074 4 0.004 -5.067 5 -2.343 5.253 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 8 - DL +SNL +COL VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 1 8.093 0.687 0.000 0.000 0.000 2 -0.013 0.019 3 -0,454 0.060 4 -0.010 0.102 . 5 5.934 -0.687 0,000 0.000 0,000 ...... .. : .: .', ....' . . .. .... .... ... ...... .. ,.. ......, .... _....,. ....... ,.., .. . ,............s ..,, ....q r i. .r.. 7 is _ .... . v..... .. ......... .... ... � _. ... .. .. .... .. . . .. ...... DESIGN SUMMARY REPORT BEHLEN MANUFACTURING COMPANY, P.O.BOX 569, COLUMBUS, NEBRASKA 68601 PAGE NO. T000- /6 Or it/ 30'X23' GCSBS 25RS/18B/80MPH'C "(19.5CD)1:12 SL Z =3 94-UBC D4945A DATE 10/13/95 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 9 - DL +SNR +COL VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) .(INCHES) • 1 6.272 0.687 0.000 0.000 0.000 2 -0.010 -0.068 3 -0.454 -0.027 • 4 -0.013 0.015 5 7.756 -0.687 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 10 - DL+SNL +COL +.5WLR VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 1 8.170 2.713 0.000 0.000 0.000 2 -0.013 -2.513 3 -0,318 -2.485 4 -0.003 -2.456 5 2.184 2,200 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 11 - DL +SNR +COL +.5WLL VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 1 2.522 -2.200 0.000 0.000 0.000 2 -0.004 2.489 3 -0.318 2,519 4 -0.013 2.547 5 7.833 -2.713 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 12 - DL+ENDWIND VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 1 -2.413 2.086 0.000 0.000 0.000 2 0.004 -0.004 3 -0.004 0.000 4 0.004 0.004 . 5 -2.413 -2.086 0.000 0.000 0.000 DESIGN SUMMARY REPORT BEHLEN MANUFACTURING COMPANY, P.0.80X 569, COLUMBUS, NEBRASKA 68601 PAGE NO, T000- /6 6/ 2./ 30'X23' GCSBS 25RS /188 /80MPH'C'(19.5C0)1:12 SL Z =3 94 -UBC D4945A DATE 10/13/95 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 13 - DL +WLI +COL +.SLL VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP-FT) (INCHES) (INCHES) 1 1.822 2.516 0.000 0.000 0.000 2 -0.003 -0.014 3 -0.289 0.017 ' 4 -0.002 0.047 5 1.484 -2.516 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 14 - DL +WLI +COL +.5WLL VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 1 1.434 2.434 0.000 0.000 0.000 2 -0.002 0.013 3 -0.235 0.038 4 0.000 0.064 5 0.185 -2.434 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 15 - DL +WLI +COL +.5SNR VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 1 0.523 2.434 0.000 0.000 0.000 2 -0.001 -0.030 3 -0.235 -0.005 4 -0.002 0.020 5 1.096 -2.434 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 16 - DL+.SWLI +COL +LL VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 1 7.034 1.849 0.000 0.000 0.000 2 -0.012 -0.034 3 -0.534 0.017 4 -0,011 0.067 5 6.696 -1.849 0.000 0.000 0.000 • DESIGN SUMMARY REPORT BEHLEN MANUFACTURING COMPANY, P.O.BOX 569, COLUMBUS, NEBRASKA 68601 PAGE NO. T000- /7 61 z I 30'X23' GCSBS 25RS/18B/80MPH"C "(19.5C0)1:12 SL 1:3 94 -UBC D4945A DATE 10/13/95 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 17 - DL +.5WLI +COL +NLL VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 1 6.257 1.684 0.000 0.000 0.000 2 -0.010 0.019 3 -0.426 0.060 ' 4 -0.007 0.101 5 4.098 -1.684 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 18 - DL +.5WLI +COL+SNR VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 1 4.435 1.684 0.000 0.000 0.000 a 2 -0.007 -0.068 3 -0.426 -0.027 4 -0.010 0.014 5 5.919 -1.684 0.000 0.000 0.000 DESIGN SUMMARY REPORT BEHLEN MANUFACTURING COMPANY, P.O.BOX 569, COLUMBUS, NEBRASKA 68601 PAGE NO. TO00- /P3 6 L 2 30'X23' GCSBS 25RS /18B /8OMPH "C'(19.5C(/)1:12 SL Z =3 94-UBC D4945A DATE 10/13/95 MEMBER NO. 1- 2 LENGTH 21.55 FT MEMBER ANGLE 90.00 DEG TEMP DIFF 0. DEG F RELEASES 0 WEIGHT 387. L8 SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) STRESS SEG SIZE START END OR TUBE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 20.80 50.0 11 1.89 FT 12.00 IN 12.00 IN 6.000 X0.3125 0.1345 6.000 X0.3125 0.743 20.8 FT 7 (CONTROLLING ACTIONS) AXIAL -- ALLOWABLE STRESSES -- -- MAXIMUM STRESSES - -- - -UNITY CHECK COMPONENTS -- - -- -WEB SHEAR D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 5.28 -57.28 26.88 40.00 40.00 1.00 -28.52 28.52 0.04 0.71 0.71 1 5.68 23.71 MEMBER NO. 2- 3 LENGTH 13.90 FT MEMBER ANGLE 5.47 DEG TEMP DIFF 0. DEG F RELEASES 0 WEIGHT 273. LB SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) STRESS SEG SIZE START END OR TUBE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 13.46 50.0 7 1.92 FT 20.00 IN 16.00 IN 5.000 X0.3125 0.1345 5.000 X0.3750 0.500 13.9 FT 3 (CONTROLLING ACTIONS) AXIAL -- ALLOWABLE STRESSES -- -- MAXIMUM STRESSES - -- - -UNITY CHECK COMPONENTS -- - -- -WEB SHEAR D SECTION FORCE MOMENT FA FOO FBI AXIAL F80 FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 0.80 36.75 20.92 30.00 30.00 0.15 14.87 -13.37 0.00 0.50 0.45 3 7.65 10.48 MEMBER NO. 4- 3 LENGTH 13.90 FT MEMBER ANGLE 174.53 DEG TEMP RIFF 0. DEG F RELEASES 0 WEIGHT 273. LB SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) STRESS SEG SIZE START END OR TUBE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND a 1 13.46 50.0 7 1.92 FT 20.00 IN 16.00 IN 5.000 X0.3125 0.1345 5.000 X0.3750 0.501 13.9 FT 3 (CONTROLLING ACTIONS) AXIAL -- ALLOWABLE STRESSES -- -- MAXIMUM STRESSES - -- - -UNITY CHECK COMPONENTS -- - -- -WEB SHEAR D SECTION FORCE MOMENT FA FBO FBI AXIAL F8O FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 0.90 36.75 20.92 30.00 30.00 0.16 14.87 -13.37 0.01 0.50 0.45 3 7.31 10.48 a i DESIGN SUMMARY REPORT BEHLEN MANUFACTURING COMPANY, P.O.BOX 569, COLUMBUS, NEBRASKA 68601 PAGE NO. T000- 19 or z/ 30'X23' GCSBS 25RS/18B/80MPH'C'(19.5C0)1 :12 SL Z =3 94 -UBC D4945A DATE 10/13/95 MEMBER NO. 5- 4 LENGTH 21.55 FT MEMBER ANGLE 90.00 DEG TEMP DIFF 0. DEG F RELEASES 0 WEIGHT 387. L8 SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) STRESS SEG SIZE START. END OR TUBE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 20.80 50.0 11 1.09 FT 12.00 IN 12.00 IN 6.000 X0.3125 0.1345 6.000 X0.3125 0.743 19.9 FT 2 (COIjTROLLING ACTIONS) AXIAL -- ALLOWABLE STRESSES -- -- MAXIMUM STRESSES - -- - -UNITY CHECK COMPONENTS -- - -- -WEB SHEAR D SECTION FORCE MOMENT FA FBO FBI AXIAL F80 FBI OUTER FL. INNER FL. LOAD FORCE' ALLOW. - NOti (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 -6.60 57.45 40.00 40.19 40.19 -1.25 28.61 -28.61 0.03 0.71 0.71 2 5.68 23.71 TOTAL FRAME WEIGHT IS 1321. LBS. . . • • . . .• I BEHLEN. ye . Hwy, 30 East • Box 569 COMP. BY: .) DATE SHT Columbus, NE 68602 -0569 r ?law/ /6 • j •4�" Z d CHKD. BY: i r DATE fail P49¢ s OF L (Design Specification: 1989 AISI) ALLOWABLES DIMENSIONS THK EFF. - SECTION in. Sx Fy V M-tc M-bc D B R L in.3 ksi kips ft-k ft-k 8C16 8.0 3.0 0.188 0.584 0.0598 1.61 55.00 2.27 4.43 1.77 8C15 1 8.0 3.0 0.188 0.610 0.0673 1.96 55.00 3.24 5.39 2.16 8C14 8.0 3.0 - 0.188 0.628 0.0747 2.23 55.00 4.43 6.13 2.45 8C13 8.0 3.0 0.188 0.740 0.0897 2.79 55.00 7.70 7.67 3.07 • 8C12 8.0 3.0 0.188 0.777 0.1046 3.49 55.00 12.26 9.60 3.84 • 10C14 10.0 3.5 0.188 1.130 0.0747 3.69 55.00 3.53 10.15 4.06 10C12 10.0 3.5 0.188 1.276 0.1046 5.66 55.00 9.76 15.57 6.23 SECTION WT AREA Ix Sx Rx Iy Sy Ry Iyc J Cw Ro Xo x,e plf in2 in4 in3 in in4 in3 in in4 in in in 8C16 2.96 0.87 8.59 2.15 3.14 0.96 0.44 1.05 0.48 0.00104 11.45 3.88 -2.02 0.810 • 8C15 3.33 0.98 9.65 2.41 3.14 1.08 0.50 1.05 0.54 0.00148 13.02 3.88 -2.03 0.818 8C14 3.70 1.09 10.69 2.63 3.13 1.20 0.55 1.05 0.60 0.00203 14.47 3.88 -2.04 0.823 8C13 4.49 1.32 12.93 3.23 3.13 1.51 0.70 1.07 0.75 0.00354 18.62 3.92 -2.10 0.856 8C12 5.24 1.54 15.00 3.75 3.12 1.76 0.83 1.07 0.88 0.00562 21.84 3.91 f-2.11 0.866 10C14 4.72 1.39 21.17 4.23 3.91 2.36 0.96 1.30 1.18 0.00258 48.90 4.87 -2.60 1.036 10C12 6.66 1.96 29.61 5.92 3.89 3.38 1.40 1.31 1.69 0.00714 72.30 4.89 -2.66 1.075 8C16 5.92 1.74 17.17 4.29 3.14 3.06 1.02 1.33 1.53 0.00208 52.64 3.41 8C15 6.67 1.96 19.31 4.83 3.14 3.48 1.16 1.33 1.74 0.00296 59.80 3.41 8C14 7.40 2.18 21.38 5.35 3.13 3.88 1.29 1.34 1.94 0.00405 66.58 3.41 8C13 8.98 2.64 25.85 6.46 3.13 4.95 1.65 1.37 2.48 0.00708 85.31 3.42 8C12 10.47 3.08 30.01 7.50 3.12 5.83 1.94 1.38 2.92 0.01123 100.09 3.41 10C14 9.44 2.78 - 42.34 8.47 3.91 7.70 2.20 1.67 3.85 0.00516 215.21 4.25 10012 13.32 3.92 59.23 11.85 3.89 11.29 3.23 1.70 5.64 0.01428 316.82 4.24 8C16 5.92 1.74 17.17 4.29 3.14 10.27 3.42 2.43 5.13 8C15 6.67 1.96 19.31 4.83 3.14 11.51 3.84 2.42 5.75 r B 8C14 7.40 2.18 21.38 5.35 3.13 12.73 4.24 2.42 6.36 . 8C13 8.98 2.64 25.85 6.46 3.13 15.62 5.05 2.40 7.58 1 ` . 8C12 10.47 3.08 30.01 7.50 3.12 17.55 5.85 2.39 8.77 10C14 9.44 2.78 42.34 8.47 3.91 21.56 6.16 2.79 10.78 10C12 13.32 3.92 59.23 11.85 3.89 29.81 8.52 2.76 14.90 1 - 'l--+- x xo I BEHLEF H wy. 30 East • Box 569 SHT.'/ Columbus, NE 68602-0569 COMP. BY /, 5 'nu.� DATE 1013 q • CHKD. BY: 4 DATE 0. 1/ D ¢945 OF 27.1 (( 8213 8.0 2.313. 2:428 0.749 60 0.250 0.0897 55.00 7.70 8.06 4.03 • 8212 8.0 2.313 2.428 0.758 60 0.250 0.1046 55.00 12.26 9.41 4.70 10214 10.0 3.500 3.500 0.919 42 0.188 0.0747 55.00 3.53 8.88 4.44 10212 10.0 3.500 3.500 1.080 42 0.188 0.1046 55.00 9.76 13.89 6.94 SECTION NT AREA Ix Deft Ix Sx Eff Sx Rx Iy Sy Ry ptf in2 in4 1n4 1 in3 in 1n4 1n3 in 8Z16 2.82 0.830 7.98 7.98 1.96 1.76 3.10 1.08 0.36 1.14, 8215 3.17 0.930 8.98 8.98 2.21 2.00 3.11 1.22 0.41 1.15 8Z14 3.52 1.030 9.97 9.97 2.45 2.34 3.11 1.36 0.46 1.15 8Z13 4.22 1.240 11.98 11.98 2.96 2.93 3.11 1.65 0.56 1.15 8Z12 4.93 1.450 13.98 13.98 3.42 3.42 3.11 1.94 0.65 1.16 ' - 10Z14 4.70 1.380 21.40 20.55 4.28 3.23 3.92 3.74 1.06 1.64 10Z12 6.65 1.960 30.26 30.26 6.05 5.05 3.93 5.25 1.50 1.64 • REDUCED SECTION PROPERTIES (Fy = 55 ksi) GROSS PROPERTIES TOP FLANGE COMPRESSION l BOT. FLANGE COMPRESSION SECTION D THK NT AREA Ix y Ix Sx M y Ix Sx M in. ptf in2 1n4 in. in4 in3 ft -k in. in4 in3 ft -k • 8E14 8.0 0.0747 4.70 1.380 15.34 4.83 13.11 2.72 7.48 4.48 12.60 2.82 3.10 8E12 8.0 0.1046 6.60 1.950 21.74 3.75 18.92 3.99 10.97 4.38 18.26 4.17 4.59 10E14 10.0 0.0747 5.20 1.530 25.35 6.12 21.19 3.47 9.54 5.25 20.32 3.55 3.91 Err Lai �• N ' B ' , D. ' • . 0',,, f \VAsi c �/ � 0 :� ,, 1 D • .1. .r t y 1 f I.o u gll2 ' ;,. - p . .�'; , .. �H,i b BB ExpiRES 11/7/95 - p I -i4 NOtE LAtBS CNANOES' 11.161.81.615.69.(53.955 DasC. page pllus7A. Nn.l No. 5 95 5 95 • r ^`n U 18 A,74S,7AC l . q-k 34A Q + �, � - 105 �� Behien 107,1 ��,+�` 108, Frame Buddingf99r J RECEIVED DEC 1 5 lc Erection Guide _____ _ . . , 4 rt ' t ' L , •Part .2 ®f. ; . r OR A NOTE!' Thit4book is t o, Abe rused. sn conjunction t 4. � 5 , .,,, , ,, „t1 ^ + !. ,,, t , h,'' ., C u i : 4 ; 1 ;,; Y i j ��i': y {f� mith, i. the enclese r and y ; :..� • _ �°:. �4iz. �5o',L,t*Hac:r.;�: ?2d�asds,� .oA;�9�t.dr �,..s,,, r . • t / � . 4 ,► 4, 0 .0. 4 1/ 11/ r AL. , , _ 1 '--Ifiz- A iiir i '''f- ' --4 IA 1'. 1 I. N( 11 I1 y 0� tUKW� p �' ??R4 \I E A 3 1996 • DIVISIO l' ' BUILDING I BEHLEN MFG. CO. • COLUMBUS, NEBRASKA 68601 [ 0055 038 F- 15277MP 6.15 -95 I •° w Hwy. 30 East • Box 569 Columbus, NE 68602 -0569 "i7 ATLAS BOLT & SCREW COMPANY STOP... PLEASE READ RECOMMENDED INSTALLATION FOR SELF - DRILLING TAPPING .FASTENERS TO INSURE FASTENER PERFORMANCE * Apply with 1800 RPM electric screw gun. • * Drive socket size must fit appropriately to fastener head. , ; • . . • Socket Types: 1 '' ' 1) Magnetic - Magnet needs to be'„preset in order for screw 0 r • head to rest in socket correctly' orrectly': 1/4" 5 /16 " • ;!!F ' . ;, r i. � . , . , ; ', ; (1, , , f ; ' ;;' r r II ', '1,,..0:,., , . . 1 7 . 2) Retaining Ring -‘Used lo life non ma . netic screw` t t' i .: / ' 'f' ' ` ; ' ;L' ; ' ) g g g= g � � , heads. Can be used with carbon screw to avoid.'drill chips a ;, r ' • ;,,:, collecting as. on .magnetic sockets. 1/4",... 5/ 16 ' ; i ' ''' ; ` i,' ':' ,! ri• ! , 1 .;4! 4:3 i: 1 !, f i ( Z) : 3 Non-magnetic - Used by erectors on roofin 'a licatios , '' • . , , 1• y. g PP , n ., .rr),' ,< ., mainly to avoid drill': chips collecting in sockets . , 1/4 ". 5/16" ` 3/8" ,'i�!.. '•:',...'"-:•,.;,,':,'-',',:,',' ' . ' '1, I t,! ,. ;■' t . k, fp Drilling /Driving fastener must be held!`perpendicular to the , '� 1 fastening surface.'' I :: ' , �` !, Self- Drilling fasteners should not be forced in Allow the drill' ;: ) , 'i ,'f'r r l ' ,' 1 ;' ;i r i 1 I i I S {. 5 '. _ . point to do the work. j ; ,,z , � �� 3 , F1 , , S; ; t r . tON'I' t I r� { , rft ' rt ', + , � r ? t 1 ' I '' l' r CA V T ,.,:.•.:;.i ' u : 1 4 �+ i , ,. , } r,�;,� t 3 1 1 , r.,1 , r, � .+ r '� , , toui may result in fastener aatio/fa Over- r qng ay resu se ilu ( f;. ! ' , ' ( ` ; , . tr , popping off). Care should be exercised during installation }, ` '�: } t , # ' iY ' I ^, ' Torque of 30 -60 in. lbs. based on' fastener size and application .i • i; ,. ,,' . • • , FOR APPLICATION. SUPPORT; CONTACT:.'' ' , , ,;,' :,:...,:.ys..: , ATLAS BOLT & SCREW TECHNICAL SERVICES' (800) :: BEHLEN MFG. CO. (800) 228 -0340 ''.. ' , *1800 RPM screw guns and sockets are availabl at your local tool hou o r from: ' . ' ` r ' ` : ' ' :. } ' I ,. , '. • Dynamic Fasteners,1 -800- 821 -5448 , F.1R081M' 4/94 ,iA BE H LE N FRAME BUILDING ERECTION GUIDE • Bohlen MIg,Co. • Box 569 TITLE A. Columbus, Nebraska 68601 INDEX Page GENERAL No. • Introduction and OSHA Regulation 1 Reading Erection Drawings 1 Receiving and Unloading Materials 2 Storing. Covering 3 General Framing 4 • Equipment and Tools 5 ERECTION SEQUENCE - FRAMING Check Foundation and Anchor Bolts 6 Erecting the First Interior Bay 6 -9 Erecting Beam & Column Endwall 10 BLANKET INSULATION General Information 11 Installation on a Roof 11 -12 Installation on a Wall 12 Building Cross Sections 12 -13 -14 Walk Door & Framed Opening Cross Sections 15 Window Cross Sections 16 Translucent Panel Cross Sections 17 ERECTION SEQUENCE - COVERING & TRIM General Information 18 Fastener Identification 19 -20 Wall Covering 20 -23 Trim Along Eave 24 -25 Roof Covering 25 -27 Trim Along Rake 27 -28 Gutter Along Eave 28 -30 Outside Corner Box 30 -31 Single Slope Building (High Eave) 31 ACCESSORIES Walk Doors (ADP -1 Wall) 32 Walk Doors (ADP -2 Wall) 33 -34 Dominion Walk Doors 34A Walk Door - Rough Frame (Structural) 35 Walk Door - Rough Frame (Trim) 36 • Framed Opening (Structural Framing) 37 Framed Opening on Endwall (Structural Framing) 38 Framed Opening Torsion Spring Mounting Channel 39 Framed Opening (Trim) 40 Horizontal Slider Windows 41 Rough Framed Opening with Sill (Cuts Girt at 7' -4" Elev.) 42 Rough Framed Opening with Sill (Below Girt at 7' -4" Elev.) 43 CHECK LIST Check List 44 -45 MAN -HOUR CHARTS Chart Description 46 Clear -Span Frames 47 Modular Frame 48 Accessories 49 Estimating Erection Costs 50 -51 Man -Hour Example 52 F- 15278ME 6-15-95 . ........,.. w-. n.ame1.'+!'tt'u?n..y'?:s ):i.tiv•:rvh.ivnr•x...... . NOTE: INFORMATION CONTAINED IN THIS • BOOK WILL NOT SUPERSEDE INFOR- MATION SHOWN ON ERECTION PLANS SUPPLIED WITH THE BUILDING. I PREFACE This manual has been prepared to help guide the erection of a BEHLEN frame building. It is a summary of the best techniques in use through our builder organization and they are recommended by BEHLEN as good and proper erection practices. Although other procedures and methods can be used, BEHLEN believes those set forth in this manual will result in the best quality with more efficiency, lower cost and greatest safety to the workmen. SAFETY BEHLEN MFG. CO. strongly recommends that safe working conditions and accident prevention practices be the top priority on any job site. Local, state and federal safety and health standards should always be followed to help insure worker safety. Make certain all employees know the safest and most productive way of erecting a building. Emergency telephone numbers, location of first aid stations and emergency procedures should be known to all employees. Daily meetings highlighting safety procedures, the use of hard hats, rubbt • sole shoes for roof work, proper equipment for handling material and safety nets where possible ar • recommended erection practices. QUALITY The builder and /or erector is expected to be thoroughly familiar with tht. ;ontents of this manual. If the erection crew is not experienced in the proper techniques in the erect •- n of a BEHLEN frame building, technical field assistance is available. BEHLEN must charge for 'iis service. Contact our Customer Service Dept. at (402) 564.3111 for current rates. Deviations from the instructions outlined in this manual may void any ar : all warranties. • • S F- 16043MA 12.1.88 1 BEHLEN FRAME BUILDING ERECTION GUIDE % Bohlen MIg.Co.• Box 569 ii� ®M ( TITLE t•1 Columbus, Nebraska 68601 • GENERAL INTRODUCTION OSHA REGULATIONS . The erection information presented herein is pro- The Occupational Safety and Health Act has promul- vided as a supplement to the erection drawings gated many regulations applicable to the erection prepared for your specific job. The information, of this or any other building. illustrations and procedures in this guide are typical for most Behlen buildings. Variations may occur These regulations, identified as Part 1926, Safety because of special building requirements. Always and Health Regulation for Construction, are available refer to the erection drawings supplied with each from any government book store. job which will govern specific part and assembly Compliance with OSHA regulations should be arrangements and applicable installation details, recognized as a jobsite requirement. Failure to do By studying the erection drawings and this guide so may result in substantial fines. before the arrival of the steel at the jobsite, these Identification of specific requirements for erection cost - critical requirements can be predetermined: is beyond the scope of this document. The objective 1. Size and scheduling of the work crew. of the OSIIA standards is to protect the worker from 2. Type, size and quantity of tools and injury or illness. Past erection methods may not hoisting equipment needed. comply with current requirements. 3. Proper scheduling of erection sequence. 4. Advance notations on erection drawings to Safe erection practices may be further defined and call out items requiring field location or made mandatory by state or local ordinances. modification. 5. Identification and resolution of questions. Maintenance of good housekeeping on the jobsite is recognized as being most important to both OSHA Because Behlen products are constantly being im- compliance and to successful job completion. proved, the information contained herein is subject to change without notice. READING ERECTION DRAWINGS Erection drawings fall into two categories; (1) plan D.Main Frame Cross Section drawings which cover general framing, and (2) detail E. Endwall Panel drawings which contain specific part and assembly F. Sidewall Panel information. Each plan drawing will include necessary dimensions and part numbers for proper positioning of part during 1. Plan drawings will include the following: erection. A. Anchor Bolt Plan B. Roof Framing Each page will be identified by a sheet number in C. Wall Framing the title block. -- — _ —_ —_ —_ 11= BEHLEN • MInUtlsIYanp Company e� — ° -- -- — —' —'� — 4 CUSTOMER AND lit O(1t11W010.1 Dr Da1Za - 0 t BUILDING 1 011W17 0101 DESCRIPTION 10 0001 100 11010 5Y 001 . H0. 1t JOB NUMBER 0t P 0W lD ►r n011 � SNTDt TYPE OF PLAN SHEET NUMBER 2. Detail drawings may include the following: Each page will be identified by a sheet number in the A. Structural Framing Details title block. B. Covering and Trim Details Details will not be referenced from one page to C. Accessories, such as; Overhangs, Facades, etc. another but will be clearly identified in the title. - - - -- II= BEHILEN • Mlnufaobo.inp Company __ __— Colambvl, NDbtabl 11101 M'�•�^ olstDOt■0.1 , D*t D 0011 1— . TYPE OF PLAN NLV15 0m414 5Y DAVI 00110105/ 0001 J05.10 a1— JOB NUMBER APPROVID$1 0011 4 ` Or F•15279MA 1 SHEET NUMBER 12.188 I BEHLEN FRAME BUILDING ERECTION GUIDE - - ""�'- Behlen Mfg, Co, • Box 569 l� Ii imi A T ITLE Columbus, Nebraska 68601 GENERAL RECEIVING SHIPMENT CHECKS SAFETY PRECAUTION: Dealer should check the materials received against Stay well in the clear of loads being moved by any the shipping document during unloading and make lifting device, note of any shortages or damage on the shipping document before signing it as receiver of the ship- ments. Some items are received in bundles or boxes STORAGE AND LAYOUT OF COMPONENTS (such as trim and panels) and are signed for as such. Outside job site storage of all building components If damage or shortages are noted on shipping should be limited to a short duration just prior to document and verified, replacement parts will be erection and when site conditions are favorable. shipped. Warehouse storage should be used when adverse field conditions or long -term storage is anticipated. UNLOADING SHIPMENT The careful unloading of building components is The careful unloading of building components and recommended. Hoist or lift structural members, proper location around the building site will increase crates and bundles from the truck. Trim which is erection efficiency. By spot placement of components lighter than the structural members requires more nearest their final use point, material handling time care. Trim should be handled with web belting or and labor will be reduced. The material layout shown `` by hand. below is a typical plan. I I I I —I I I I 1 I I PURLINS AND GIRTS • \ ENDWALL PANEL CRATES RAFTER � r RAMP � a,. MISC, ENDWALL — COLUM 11 .i BEAM & COLUMN PANEL_ -y, ENDWALL CRATES I I I I I ® WA LL PANEL CRATES • 1 I I ROOF PANEL CRATES All frame parts should be stored for easy access and erection with parts needed first on top. Place columns, rafters and crated components on blocking to prevent contact with ground. Block one end of members or crates higher to permit drainage. Rafters and columns should be laid on their flange edges with the web parallel to the ground. F•15280MA 2 10.1.84 -.. .... ,... •. -.room :�. ., I- BEH NK FRAME BUILDING ERECTION GUIDE ypir Behlen Mfg. Co. • Box 569 M R M q TITLE Columbus, Nebraska 68601 "" " "' ' GENERAL STORING COVERING Short -term job site storage of roof and wall covering inside storage is recommended. It is also recommended • may be tolerated provided that care is taken to pro- that panels never be covered with plastic as ground tect panel surfaces from trapped moisture. moisture can collect under the plastic and lead to ▪ Coated steel panels are subject to corrosion and entrapped moisture. discoloration if moisture becomes entrapped between When bundles of panels are to be stored outdoors, sheets. Panels should be inspected for entrapped the bundles should be placed at an angle suffibient to moisture upon arrival at the jobsite and properly promote good drainage. In addition, several inches protected and stored in order to prevent accumulation of clearance should be provided between the lower of moisture between panels, end and the ground to allow ventilation. Bundles of In addition to moisture due to rainfall, moisture can long panels should be blocked in the center to pre- also form between panels due to condensation. When vent center sag and resultant water accumulation. panels are not expected to be immediately installed, PANELS_ BLOCKS Z — CLEARANCE BLOCKING FOR LONG PANELS COVER SHEET. ' .• ti ;•, � COVER SHEET '111111011111;-\ • • • F•16281 M6 3 12-1-88 Rev. 7.20.92 .. .......,.. .. ......_ .... .,......... r _,»._».... w,,. vi,. ..r.x— ..nv?lr.T..!'.fw:"rn::i. i °.-.•N *+r...a..,...__ I11:BEHLEN.. FRAME BUILDING ERECTION GUIDE 4 Behlen Mfg.Co. • Box 569 M B M R TITLE Columbus, Nebraska 68601 GENERAL GENERAL FRAMING This framing illustration is intended as an aid in the Variances will occur depending upon type of build- . identification and location of structural members ing. Some building components such as flange braces, and components used in the construction of Behlen clips, angles and brackets are not shown in the Y buildings. illustration below. B RIDGE CAP /e ROOF ._ -4III IIIMMII MI NI I N Ilii _..� • COVERING ,� —.111111111111 / 1% 4144 4 1 RIDGE BRIDGING ■ PURLIN '— s ue. '' . �� % � III n_ 4 0 . ` �� EAVE TRIM OR � ''�� � ° � j ` ~ /' E 0 �� :'��I� ♦ '•` �I•'� EAVE GUTTER / �' V III _ / 1 �//�_ +�' 400110r GIRT /�� %/11111�1i' ' ` III MAIN FRAME WALLS 1►% + �� '—� RAFTER COVERING ' ∎,� .� �� EAVE STRUT ...%N4.. I MAIN FRAME a 41r41 �� COLUMN Al 1 . -711 II , BASE ANGLE III lf ( III •� WIND BRACING --„\ 1 I �// / ENDWALL BEAM OUTSIDE ( \I!/ RAKE ANGLE CORNER BOX ', . ilr RAKE TRIM SIGN �\ / — CORNER COLUMN Y ENDWALL COVERING ---- OUTSIDE CORNER TRIM ENDWALL COLUMN - - " ' - ' ' - - - - . . , , , , , . . _ , , , , . . . , , , ,4 '- BASE TRIM ` F•15282M 4 5.2.83 . .... ..,... .. ..... .. ....... .......: .. .... ... ,._......... r r........... � ...Nw +. R7..b .Y. ,r ..: w'..... n. . n v .. x.... .r arc , >.,, ,.........,. ...- ............«.,... �...«— :......._ .r.w +.w....w.env:e•..w. h. 1= BE H LEN FRAME BUILDING ERECTION GUIDE ye Bohlen MIg.Co. • Box 569 M B - M A TITLE Columbus, Nebraska 68601 GENERAL EQUIPMENT AND TOOLS Proper tools of suitable size increase the production and decrease the possibility of re- work. A spreader bar used with a fork lift or crane is one piece of equipment that is essential in unloading sheeting. The spreader bar eliminates the possibility of buckling long sheets when they are being lifted from the bed of the truck. Unloading primary and secondary structural steel can also be facilitated by the use of a spreader bar. This technique is very simple and is recommended over the use of shake. out hooks. Be certain of lift and reach requirements for all crane work. Self drilling screws should be installed with a 2500 r.p.m. (about 4 amp.) screw gun. The screw gun must be equipped with a depth locating nosepiece to prevent over - driving. SAFETY PRECAUTION: Use of heavy -duty, grounded electrical extension cords is recommended. The following is a list of tools and equipment that should be available on any job site: 1. Crane, Fork Lift, or Boom Truck 2. A well organized Tool Truck 3. Storage Shed 4. Screw Gun (1800 r.p.m.) 5. Electric Cords w /Multiple Outlets 6. Spreader Bar 7. Slings 8. Acetylene Torch 9. Scaffolding 10. Ladders 11. Transit 12, Sawzall with Blades 13. Drills and Bits • 14. Sockets from IA" to 1" 15. Extensions for Sockets 16. Spud Wrenches 17. Open -End Wrenches 18. Vise Grips 19. Crescent Wrench 20. Electric Welder 21. Impact Wrench 22. Tie -Offs (Steel Cable) 23. Nibblers 24. Drift Pins 25. Blind. Rivet Gun 26, Caulking Gun F- 15283MA 5 10.1.84 sMIBEHLEN FRAME BUILDING ERECTION GUIDE W Behlen MIg.Co. • Box 569 TITLE O'itcn Columbus, Nebraska 68601 ERECTION SEQUENCE - FRAMING ANCHOR BOLT AND FOUNDATION CHECK The foundation and the anchor bolts should be columns are to be set. The edge of concrete should • checked prior to delivery of the building. This will be smooth to accept the placement of the base allow for corrections to be made before time to angle or base trim. . erect. At the time bolts are checked, nuts and , washers should be located and bolts should be When checking anchor bolts for squareness (see cleaned and greased. illustration below) the distance A to B must equal - C to D and 1 to 2 must equal 3 or 4 in all bays. Bolts should be checked for projection, spacing, A check of the "out to out dimension" on the size, squareness and quantity. foundation will double check the span and building Foundation should be cleaned at areas where length. OUT TO OUT OF CONCRETE r SIDEWALL 1 .16 • • a :. . I. II-- A 0 ui . cc z o -J • U. • 3 I , z N w / \ w D z O w O • • I- • • I- D O •• __C ••' 3 2'•• B`�.• SIDEWALL CHECK COMPONENT PART NUMBERS 1. ERECT THE FIRST BRACED BAY Prior to raising a component refer to the job erection Raise the columns of the first braced bay and tie drawings to confirm the location of that component. together by bolting on a girt and eave strut. Tern- Mislocation of components can be costly in erection porary bracing should be placed to provide stability time (dis- assembling and re- erecting) and could until the entire bay, including permanent bracing, result in structural failure. has been erected (SEE ILLUS. 1). ERECTION SEQUENCE EAVE STRUT t The following is an erection sequence which has COUMN been successfully used in erecting frame buildings.`` Variations may be required due to special circum- stances or an erector may have developed other ) GIRT // methods. The method actually utilized is the responsibility of the erector. TEMPORARY BRACING 1. Erect the braced bay. 2. Erect adjacent bays. // lI 3. Erect endwall and end bay. 4. Erect opposite endwall and end bay. , 5. Final check. • The following erection sequence contains basic erection information. Refer to the job erection ILLUS. 1 drawing at all times for more specific information and details. ' F- 15284MA 6 12.1.88 .0 .. ..... .. .. ... .. ... .. ... .. ... .. .- .. -... -. ._,."... ... �,.......,.,..-, ......,w>m.- ..-ar�c{}{;',:J :Y., .. w= Cfi;,.. .r u:.. .......ca...,..,.:x nx. ar-,-, 4............................,...... .........,...,..........� -w.... ....n.,...- ,r ,v. �� INEBEHLEN. FRAME BUILDING ERECTION GUIDE y e Behlen MIg.Co. • Box 569 TITLE Columbus, Nebraska 68601 !M!..R.11.19 ERECTION SEQUENCE - FRAMING Assemble the rafter on the slab. Install all splice bolts and flange braces (SEE ILLUS. 2). )ir I • SAFETY PRECAUTIONS 1 1 Stay well in the clear of loads being moved by any FLANGE B 4 lifting device. `� \�- RAFTER 7/ Raise the assembled rafter, using a lifting method best suited for the size and weight of the assembled rafter. Bolt rafter to the columns. Assemble and ILLUS. 2 raise the second rafter, bolt in place. • Af ter the first two frames are set and temporary ,%,,:/Ijj� � bracing is in place, the purlins and girts should be �.' �f / e- #' installed (bolts should be finger tight). Flange ` - I'I braces can be attached to purlins and girls (SEE ILLUS. 3). Ridge bridging should be installed. Of PURLIN TEMPORARY GIRT ' BRACING SAFETY PRECAUTION: Girt to column connections are not designed to support the weight of construction workers. Ladders or scaffolding should be used. WIND CROSS BRACING ILLUS. 3 • SAFETY PRECAUTION: Roof purlins and eave struts are unstable and subject to twist prior to installation of roof covering. Use approved tie offs, netting and rails when working on roof surfaces. The temporary bracing should be left in place until the permanent wind cross bracing is installed. 12.1.88 F•15285MC 7 Rev. 10.15.94 I� B E H LE N FRAME BUILDING ERECTION GUIDE Behlen MIg.Co. • Box 569 R TITLE Columbus, Nebraska 68601 w' « •oo••oo• - ERECTION SEQUENCE -- FRAMING The wind cross bracing is assembled as follows: Step No. 1. Locate the cable bracing components WASHER shown below. CRESCENT WASHER • ANN/ /.../ / ////— IH /MMrnVUp V/ /// //////r/ (//h..//////// +^ • CABLE BRACING ASS'Y. HEX NUT ILLUS. 4 • Step No. 2. Attach one end of the cable bracing / � � �lllll� / assembly as shown (SEE ILLUS. 5). ( �_,,, /l/lli //' CABLE ( all" ASS'Y. `'. WEB SLOT ILLUS. 5 Step No. 3. For flush girt systems, field locate a SLOT 13/16" x 21" long slot in the girt webs to allow the wind cross bracing to pass CO 1301 » "o through. CABLE BRACING AS cow I ll/1l/ WEB Step No. 4 Stretch the cable bracing ass'y to the / 0/4� /i1 huhI other slot, insert eye-bolt through slotted hole in web. ILLUS. 6 Step No. 5. Install a crescent washer, a standard • wrought washer and hex nut. (SEE WEB Q ILLUS. 7) QQ IMPORTANT NOTE �. The lug on the bottom of the crescent SLOT I ` I HEX NUT washer should be positioned against 2688 101 OR the end of slot in the direction of the 2688 137 EYE BOLT Ao wind cross bracing. Odo WASHER 3948 069 OR 3948 002 • CRESCENT WASHER LUG ON CRESCENT 3948 072 WASHER ILLUS. 7 Rev, 7-1.91 F- 15286MC 8 12 -1.88 • I= B E H LEN TITLE FRAME BUILDING ERECTION GUIDE . Behlen MIg,Co. • Box 569 R Columbus, Nebraska 68601 ....... ERECTION SEQUENCE -- FRAMING Cable bracing should not be tightened until braced Columns can be plumbed by using a carpenter's bay is plumb and square. level as shown in ILLUS. 8 or an instrument. Dia- gonal measurements (SEE ILLUS. 9) can be made to assure proper alignment of bay. • B ' !-1![ , c O ' i A ' E i F DISTANCE FROM A TO B MUST EQUAL C TO D DISTANCE FROM A TO E MUST EQUAL C TO F ILLUS. 9 After the bay is squared and the columns are plumb, tighten column anchor bolts, the knee and t ,, y rafter splice bolts (by the "turn-of- the -nut" method — See note below) and the girt, purlin and eave strut bolts. Draw the cross - bracing taut by tighten- ing the end nut (DO NOT OVERTIGHTEN CROSS - ILLUS. 8 BRACING), TURN -OF - NUT TIGHTENING METHOD (For A -325T Bolts) 2. ERECT ADJACENT BAYS Enough bolts shall be brought to a "snug- tight" Bays adjacent to the interior braced bay may be condition to insure that the parts of the joint are erected next. If the adjacent bay is an end bay, brought into good contact with each other. Snug- see endwall erection instructions. tight is defined as the tightness attained by a few impacts of an impact wrench or the full effort of Follow the same sequence described for the first a man using an ordinary spud wrench. Following braced bay on all of the remaining interior bays. this initial operation, bolts shall be placed in any After each interior frame is erected, install enough • remaining holes in the connection and brought to girts, purlins and eave struts to stabilize the frame snug tightness. All bolts in the joint shall then be before moving on to the next bay. tightened additionally by ( ) turn of the nut (See - Table A), with tightening progressing systematically After all interior bay purlins and eave struts are from the most rigid part of the joint to its free installed, install all ridge bridging, flange and knee edges. During this operation, there shall be no braces and tighten bolts. rotation of the part not turned by the wrench. TABLE A NUT ROTATION FROM SNUG TIGHT CONDITION BOLT LENGTH = AS MEASURED FROM UNDERSIDE OF HEAD TO NUMBER OF TURNS EXTREME END OF POINT. UP TO AND INCLUDING 1/3 TURN 4 DIAMETERS OVER 4 DIAMETERS BUT NOT 1/2 TURN EXCEEDING 8 DIAMETERS F-15287MB 9 12.1.88 ®B IE H LIE N. -- FRAME BUILDING ERECTION GUIDE Behlen Mfg.Co. • Box TITLE Columbus, Nebraska 68601 iN ® M Fl ERECTION SEQUENCE — FRAMING 3. ERECT BEAM AND COLUMN ENDWALL On wide buildings where it is not practical to raise The location and quantity of endwall columns will the entire endwall; a suitable endwall module may • vary due to building size. The width of the build- be assembled on the ground, then tilted up into ing will also determine how much of the endwall position and stablized with eave strut and purlins - can be assembled on the ground. (SEE ILLUS. 12). Assemble and erect the remaining ' modules in a likewise manner. For narrow width buildings, the entire beam and column endwall may be assembled on the ground (SEE ILLUS. 10). BEAM AND %��U� �'� COLUMN � LOWER CORNER '� _� BE C,! / /.I I� ---- 7 ENDWALL �!a"'� 'I '"P �/ �+� -44 4! 4 4 1 ∎ I CORNER COLUMN ..,. 1,1 topP-461.----- rife . 1111/ ., .4/7 41111" 41° ' a I , , / " '' ' ''' .....„„,...... /—./ ENDWALL ' ' ' ' - '/"' . COLUMN '' / PURLIN LOWER CORNER BEAM ILLUS. 10 Once the endwall is assembled, tilt into place (SEE ILLUS. 11) and attach cave struts and purlins CORNER '�/ � '' . j closest to the endposts to stabilize the frame. COLUMN , / � �� .. Plumb and square endframe and install remaining purlins, girth, rake angles and flange braces. PURLIN ENDWALL I `I l � + � ENDWALL FRAME �/� �` COLUMN ,, I �� �;' ' / I �) ILLUS. 12 . %III � '� � 1,4 , ♦ . , 4. ERECT OPPOSITE ENDWALL III R ` /� • When the last interior bay is completed, erect the ,I endwall frame as described previously and then III II \11 complete end bay. ,"1' ..Ili p 5. FINAL CHECK A 41 111 11 1 11L // vBefore preceding with sheeting, inspect the build- ing to determine if all components have been in- GIRT 11 041stalled correctly and all fasteners are installed and EAVE STRUT tightened properly. ILLUS. 11 10 F-15288MA 10.1.84 , :•. _.. .. .... .. ... ... .... ..... ........ ......,.....rv. ••. ^t.:'ts t.1 i.� ., ..'...nn.+..! a r r .... s .. ... .. �........ .. -w.. .! n vr.a. e. .t - t .r t x FRAME BUILDING ERECTION GUIDE 11=BEHLEN • ' • -.- --, TITLE iM®M IF! BLANKET INSULATION • Behlen fg.Co.•Box569 Columbus, Nebraska 68601 " " "" " " " "' " " " " "" STORING INSULATION If the roll of insulation is not long enough, and an .' Insulation should not be delivered to the job site end splice is necessary, strip insulation back 2" from • until panel erection is ready to begin. If insulation the facing forming a tab on each end. Staple ends is to be stored at the job site, it should be set on together at 12" centers (SEE ILLUS. 13) then fold blocks, off of the ground and covered for protection. again and staple at 6" centers (SEE ILLUS. 14). The . GENERAL NOTES — BLANKET INSULATION end splice should be made directly over a purlin or girt flange. Insulation is unrolled with the facing to the inside of the building. Any small holes or tears in the During erection, when necessary, fold and tape the facing should be patched as they will allow moisture facing at the end of the blanket to prevent absorb - to penetrate into the insulation. ing excessive moisture (SEE ILLUS. 15). Insulation seams are sealed by pulling the adjoining TAPE facing tabs upward at the joint, aligning the top , , / P. 4 edges of the two tabs and stapling together at ilii ;f' N approx. 12" centers (SEE ILLUS. 13). Fold the tab l iilii. ._ te, over again and staple at 6" centers (SEE ILLUS. 14). 1 PACING �� I� TRIM BACK estalb. 1 ILLUS. 15' sj WALL INSULATION Cut wall insulation length to allow for the wall height plus enough extra so that the base may be folded and %lb q taped (SEE ILLUS. 15) and the top taped to eave strut. atIVIL ( SEE ILLUS. 15a). • )1/ s.. qe TAPED —>- SEAM �it��rsiw► ���i '`'411 ; *; i AVE STRUT ILLUS. 13 & • o 4 i t+N -41-- --- INSU LATION'ON WALL Si _„,fair„, ILLUS. 15a • o . • . Wall insulation should be started at a sidewall , owl- corner. The first run of insulation should start 6" No ss— '� beyond the steel line (SEE ILLUS. 16), this will ' AAviri* r► „ M: allow the corner to be made easily. Remember, •�C�r�M 1 the facing on the insulation should face in '41,411V �' 1 s;; fit. towards the building. -ors" SEAM mogul -r ILLUS. 14 F•15289MB 11 3.1.90 1 B E H LE FRAME BUILDING ERECTION GUIDE • Behlen Mfg.Co. • Box 5 1 TITLE Columbus, Nebraska 68601 "" "" "' BLANKET INSULATION WALL CROSS SECTIONS BLANKET ADP-1 I 01:1A•••4-4---- .i•�y ' INSULATION .�•� ►P•AI - PANEL �V.04'r•� INSULATION ���1 I „ - -- - .+A � • ON WALL- • - ∎��' 1 iii ® '��C ,1 ►• FOLD AND STAPLE ► �•. i, i OUTS IDE 1''*•• •iii ���'PiP` ♦• • ' •j @ i i ® )►►:•`�'`: i s i ice• i•••�O•.•Oi STEEL LINE ♦� CORNER te,,,• : * L:0,0� ,0�.�����, �� _ _ TRIM I • •.''��� I ` -1 r 'ENDWALL GIRT APPROX. 'I �j �- FACING 6 6 0 1 1 4 / ADP -1 WALL A ' •• ' / 0 ° 0 � 0 ILLUS.1s BUILDING CORNER F 0 ADP-2 It 4.4 BLANKET INSULATION PANEL ,�.10 Once the first run of insulation is correctly positioned, sidewall sheeting may start. Square � placement of the first blanket is important to the g ►� � ► FOLD AND STAPLE speed and neatness with which succeeding rolls �� may be placed. . Or Mt OUTSIDE-b- The following pages show suggested methods of CORNER �- .. - • 4 410 4/4 installation, TRIM APPROX, 6" • ADP -2 WALL BUILDING CORNER Dew- WALL •c WALL , �. ., WAL L I • .4 ••4 COVERING`: COVERING • COVERING .•i:ii BLANKET •'•� e �•�•�� !�' BLANKET ►1.41 BLANKET ►�� INSULATION r,►• iK4 INSULATION t INSULATION STRUCTURAL �•�•••' '�► SCREW �;� STRUCTURAL STRUCTURAL • ;y S CREW ! *. SCREW ►0 1;53 •� BASE ANGLE 41 BASE ANGLE o \ BASE TRIM. BASE TRIM . - - ...••.,'•• • CONC. NOTCH --0 , - STANDARD BASE OPTIONAL TWO -PIECE BASE OPTIONAL ONE -PIECE BASE WITH NOTCH WITH OR WITHOUT NOTCH WITHOUT NOTCH APPROX. 4" ON INSULATION THICKNESSES GREATER THAN 3 ", SOME INSULATION SHOULD BE STRIPPED _ _ ►j . . , -. OFF BEFORE FOLDING FACING ,V•`�C "•1 •.* * * *.0 �r� • 4 44 THICKNESS OVER' •t4.4. i i4%4�i��`.4 .. At..X*9 �4. i .. F• 15290M D 12 3.1.90 �� B H LE FRAME BUILDING ERECTION GUIDE W Behlen MIg.Co. • Box 569 TITLE Columbus, Nebraska 68601 M. 19 BLANKET I NS U LAT I O N STRUCTURAL While positioning insulation along the rake angle, . / SCREW !t:31 care must be taken to insure that the first run of insulation is placed square to the endwall because t f GIRT this roll determines the speed and neatness with tl which succeeding rolls may be placed. After the first roll is correctly positioned, cut in- COVER G iS sulation from facing and fold facing over along the ������ cave. Attach at cave with double -sided tape (SEE t BLANKET ILLUS. 19). •♦ INSULATION CUT INSULATION FROM WALL GIRT - 1" MIN. FACING AND FOLD OVER ROOF INSULATION . - r4le.���.Iv.� Eave Trim or Eave Flashing should be in place ;.', �� � ��"� '��'�� prior to placing insulation on the roof ( SEE ILLUS. ' - ). `. 17 ,. DOUBLE-SIDED TAPE c __ ii i (NOT BY BLDG. MFR.) � I EAVE TRIM . ■ ' -- P• ••• '� ���� ILLUS.19 EAVE e", ••••. FLASHING 1 0� EAVE STRUT ' s, Tension the insulation to provide a taut, smooth ;.y4 *4 inside surface. WALL ' ! --- � * `:•� sBLANKET INSULATION • COVERING : iO Once the insulation is correctly positioned and tensioned roof sheeting can start. All other runs ILLUS.17 of blanket insulation may be installed in the SAFETY PRECAUTION; same manner. Insulation has no bearing strength. Maintain body This insulation will be taped to insulation on the weight on approved scaffolding or roof panels. endwall. Do not stand or step on leading unsupported edges of roof panels. Starting at one corner of the building, unroll the insulation from the cave strut up and over the ' ridge and down to the cave strut on the opposite TAPE�/� , - - RAKE , A-�.• •4•x:4•:4.:4:, side, positioning the width so that it overhangs the - - -- • rake angle by 2" (SEE ILLUS. 18 ). TRIM STRUCTURAL ■ SCREW INSULATION �� • •• •��• <, ���■• ∎••�- -••— A_ ■ . 44 COPED FLASHING 1 PURLIN (OPTIONAL) I RAKE ANGLE APPROX. 2" --+ I �• * * Z.\ • ■ ∎��•∎∎ ■ — BLANKET INSULATION PURLIN .4, •�•, WALL COVERING -� I,,. * * - • RAKE ANGLE ���` a. .1 ILLUS.18 ENDWALL RAKE F -15291 M F 13 3 - .....- .... ...... ..._. ._........ r. ..- ua.ttvy,:'..i; :tvt^17'h;:+aS Y'.r.N: ... 11111BEHLEN. FRAME BUILDING ERECTION GUIDE �• Behlen g.o. Bo 569 TITLE ,I' \• Co.umbus x 68601 KIP... BLANKET INSULATION ROOF CROSS SECTIONS FOAM CLOSURE AND TAPE MASTIC • FOAM CLOSURE & TAPE MASTIC STRUCTURAL SCREW ROOF COVERING STRUCTURAL ROOF COVERING ` SCREW • EAVE FLASHING t BLANKET EAVE { ' BLANKET I 4 INSULATION TRIM �� D , ' INSULATION GUTTER 111____ ■ DOUBLE•SIDED TAPE • DOUBLE•SIDED TAPE ' ! • COPED FLASHING ` I. --EAVE STRUT COPED FLASHING (OPTIONAL) (OPTIONAL) • ,�� I ■ \ EAVE STRUT WALL CO --► ►, •4 � . WALL COVERING —*- = SIDEWALL EAVE W /EAVE TRIM SIDEWALL EAVE W /EAVE GUTTER ROOF COVERING STRUCTURAL SCREW Il i • -- --- �- _ • .0 Ni► r • BLANKET INSULATION j ..4__PURLIN ROOF PURLIN • RIDGE CAP ROOF COVERING STRUCTURAL SCREW • r iiiiiiii 3iii . 1 . __ \ . 4IN - - " . 8P -filial 0 10 W - • ' Aid •A BLANKET INSULATION PURLIN PURLIN RIDGE- GABLED BUILDINGS ONLY F • 15292M E 14 3.1.90 . . . . • . , . • . • ' . . . - • . - .. . „ . ... . . . .... . ,.. , . . ,.. -,... . - . ,.-,„•..„, .. .....,.... . 7 1 Mila FRAME BUILDING ERECTION GUIDE 1 yi if Behlen Mfg.Co.• Box 569 ,• Columbus, Nebraska 68601 tI..14119 BLANKET INSULATION WALK DOOR FRAMED OPENING . . . 1 . 1 • WALL COVERING -•—•••1 ..- - 4.4_ INSULATION 1 ' • WALL I COVERING -----P- STRUCTURAL 7....___ INSULATION STRUCTURAL 1 • v4 .40 TURAL 1 . ..„. , .. 1 , LEL SCREW , 1 A .. : i t - GIRT DRIP CAP .. — 1 r L_ HEADER § • HEADER —.if ,•,e_._ 1 FLASHING 1 1 HEADER • SECTION AT HEADER SECTION AT HEADER ADP-1 & ADP-2 WALL COVERING j ADP-1 & ADP-2 WALL COVERING .• JAMB RETAINER -STRUCTURAL SCREW 1 I N 'JAMB - [ 0- • JAMB -I/ INSULATION r INSULATION 4 • " • " 4 . i 4 r4ir 'VW v ;,,gi / - W ADP-1 STRUCTURAL SCREW BLIND RIVET ANEL JAMB TRIM --", •=• _,.v , . ______.____„_,....At4.10; PANEL • -J -JAMB TRIM STIFFENER ' SECTION AT JAMB . SECTION AT JAMB ADP-1 WALL COVERING ADP-1 WALL COVERING .. ■ JAMB RETAINER STRUCTURAL SCREW . I I' JAMB ;-- INSULATION --o..- JAMB —0- , 4 , . 4 - INS • • • BLIND .411711174■! . . . . . Alb. . .16, RIVET --11•-t„ JAMB TRIM ADP•2 PANEL ,Ar .1 7 .-Y m.6111 . 11mW t i ."11111111 . JAMB TRIM JAMB TRIM STIFFENER ADP-2 PANEL II-. . BLIND RIVET -I JAMB TRIM I, ' STIFFENER " r SECTION AT JAMB SEC1 MB ADP-2 VVALL COVERING ADP-2 WALL COVERING I ' . t ' . . . 1 F-15293MB 15 12-1.58 1111111BEHLEN FRAME BUILDING ERECTION GUIDE W 4 Bahian M(g,Co.• Box 569 PA EMIR TITLE � )Columbus,Nebraska 68601 "" " "' • "'•' BLANKET INSULATION • HORIZONTAL SLIDE WINDOW ►V ••1•i ... - INSULATION PANEL ► i 1 i 1 i•i0 • i 1 i 1 i ►I�i /•• ►111 • •• •••••• •••• ••••• �1�1�1�1 WINDOW Iii r STITCH SCREW •1111111111111♦ I .114•44••••••• ••• j 11 .� ■•••••• •.•4, � • r ..— INSULATION •1♦ • 1 1 1 1 1. • STITCH SCREW 4 GUN GRADE a �1 11••1•• � MASTIC 1!1 4V:1' ( I I PANEL 111 IP • 1 WINDOW SILL I . HEADER STRAIGHT FIN STITCH SCREW INSULATION • ro ••••••••:1 /N1"11i1•1*''."' 1' *1\ 1 • 1 1 1 1 • • • • 11.1111•11�� 1 1 • • • .. 11�./.11.11*/.111•••1 4 . . 1 1 1 1 1 1 1 ••1• • 11 ::• 1 • • • • • • 1 • • • 1•• • • • ••1.1∎, •••••1.1•••••1••••••• • • • • • • •1 WINDOW �. D�1� •�•�•�1�•�i�•�1�/ ∎1�• ..1�1.1� x•. 1 1 1 1 • • 1 •: • ;•„•,,•,,•,,• II - x,1..1.. :047 — —� - GUN GRADE MASTIC d JAMB TRIM AA ADP-1 WALL JAMB - ADP - 1 WALL STITCH SCREW . STRAIGHT FIN INSULATION • T a r e• r Ji • ,`, v To." , � IIWPXYZPOr, ■, WINDOW - p• 1 1 1 • • • • • • • • ■ • • 1 • • • • ■ • 1 / . 1 1 . 1 1 • 1• • 1 ••.1 • • 11 1• ••1••••1••••1•••••1•••1• 1 •••••••••••• ►1••••••••• /••1•••••••••••� -\\ • 1••• 1. 1••••• •••••••••1•••••••••••••••••.� •i • ► 11•1•1..1.1.11. •1.1.1.1.11••1.1.1.1.11 • ►1•♦•.••1.1•••1. •••1♦ 11. 11. 1. 1.1.1..1.1.1.1•••11111.1.1.1�� ►• • • • • • • • • • • • • • 1 • • VV .. • ►�1� -- --� -i. +.!•!1!......4 GUN GRADE r. MASTIC ADP -2 WALL JAMB TRIM JAMB • ADP -2 WALL F• 15294 MC 16 12.1.88 • - ILIBEHLEN i FRAME BUILDING ERECTION GUIDE W Bohlen Mfg.Co.• Box 569 MIllyMp TITLE 1 Columbus, Nebraska 68601 BLANKET INSULATION TRANSLUCENT PANEL SAFETY PRECAU Do not walk or stand on translucent panels between • purlin lines. . COMPRESSION FASTENER ,— TAPE MASTIC STRUCTURAL SCREW L 42. 111TRANSLUCENT PANEL ADP -1 PANEL ■ ilk . .# LINER TRIM ANGLE TM4 INSULATION SIDELAP PURLIN a ADP -1 PANEL COMPRESSION FASTENER 1 STRUCTURAL SCREW... 11 * re,0.1.1.).0.!?V!,414141.00filw...,m.......:t...1...... \go i v- - , 4 ■ , ♦��i►��,1�i �► TRANSLUCENT PANEL it TAPE MASTIC — INSULATION PURLIN ► TOP LAP ` TAPE MASTIC f STITCH SCREW ADP-1 PANEL f ,� � , ,g; Carta, ,, :!'' � . �,` � £ .�i ,: / � 6 { e Sf 11 § N O Sy• • `rim., • �.� •�'.��:�:�.� .•` � TRANSLUCENT PANEL " •�♦♦♦•.�♦•♦♦. STRUCTURAL SCREW ■ • Ail. 40k- '--- PURLIN INSULATION BOTTOM LAP F-15295ME 17 6.15.95 =BEHLEN FRAME BUILDING ERECTION GUIDE Behten MIg.Co. • Box 569 '""' TITLE Columbus, Nebraska 68601 .M ERECTION SEQUENCE - COVERING & TRIM GENERAL INFORMATION Proper and careful erection of the covering and 1 �= • , EAVE STRUT trim play a most important part in the look and / integrity of the completed structure. The following - I /` • items should be verified before placement of covering: GIRT 1. The building should be square and plumb. 2. All structural bolts should be tightened. 3. All flange braces should be properly installed. ........L 0/000 BLOCKS 4. Wind cross bracing must be installed and �'�-- tensioned. ALIGNING GIRTS 7 /2 op0. Due t� the weight of the girt material, wood blocks . • should be secured between the girts (SEE ILLUS. 20) ' .,'• to bring girts into a horizontal plane. . ILLUS. 20 SAFETY PRECAUTION Girt to column connections are nsill designed to support the weight of construction workers. Ladders or scaffolding should he used., PREDRI LLING PANEL FOR STITCH SCREWS Before and during erection of the panels, all drill Predrilling for stitch screws can save time and will shavings should be removed daily or humidity and ensure horizontal alignment of fasteners and a rain will cause the shavings to rust overnight and neater finished building. Care should be exercised stain the material. in the location and placement of holes. A metal SHEETING DIRECTION template should be used. An important consideration in determining sheeting direction is keeping side -laps facing away from the prevailing wind direction (SEE ILLUS. 21). TAPE MASTIC ON ROOF ONLY PRE.DRILLED HOLE (TOP SHEET ONLY) • # 8 DRILL BIT (.199" DIA.) SHEETING WIND DIRECTION DIRECTION / LUS.21 • HOLDING PANEL MODULE of the panel and should not exceed 250 pounds over . Check the spacing of panels either by marking the a one foot square area. No traffic should be allowed framework or pulling a tape measure periodically. . within one foot of the leading panel edge until the next panel is laid in place and the side lap stitched - If sheeting is getting out of module, correct the (SEE ILLUS. 22) . module as soon as possible. SAFETY PRECAUTION If oily or other slippery substances are spilled on the ROOF TRAFFIC roof panels, wipe them off immediately to prevent Roof sheets are designed to withstand normal roof slipping or falling. traffic. Foot traffic should be confined to the "flat" Workers should maintain a constant awareness of NO STEP their location in relation to the roof edge when LEADING working on the roof. EDGE X STITCH SCREW "1 ILLUS. 22 N . F- 15296MD 18 6 -15.95 ®7°BE11L.EN FRAME BUILDING ERECTION GUIDE ° Bohlen Mfg. Co. • Box 569 M � Mil TITL[ . nolumbus, Nebraska 6660, ERECTION SEQUENCE -- COVERING & TRIM FASTENER TYPES AND THEIR USAGE STITCH SCREW llll/0/Il,111 ` ( .#IiI ll h / I Ii I ! 1 1 I! 0) • 1 7/8" 7/8" . 1/4" x 7/8" Self- Drilling Screw 1/4" x 7/8" Self- Drilling Screw (Plated 3228 085) (Plated 3228 031) (Painted 3228 085 -r `� 7-) (Painted 3228 031 _C� color code Color Codo Description: Hex head screw with 5/8" O.D. Description: Hex head screw with nylon washer. Supplied as plated with washer. Supplied as plated with corrosion - resistant organic coating corrosion - resistant organic on entire screw, painted if coating on entire screw. applicable. Painted if applicable. Application: ADP -1 Roof Covering Sidelaps Application: ADP -1 & ADP -2 Wall Covering • Sidelaps Trim Attachments STRUCTURAL SCREW 1 NM ' - --- Jah 71 41 (OD lip 11 „ 1 ,�„ ---I N # 12 x 11/4" Self - Drilling Screw #12 x 1'A" Self - Drilling Screw (Plated 3228 086) (Plated 3228 037) (Painted 3228 086 � ) (Painted 3228 037 ) Color Code Y Color Code Description: Hex head screw with 5/8" O.D. Description: Hex head screw with nylon washer. Supplied as plated with washer. Supplied as plated with corrosion - resistant organic coat- corrosion- resistant organic coat- ing on entire screw. Painted if ing on entire screw. applicable. Painted if applicable. Application: To attach roof covering to Application: To attach wall covering to secondary members secondary members 1/8" q, Blind Rivet CI ) D (3128 024) J Description: An aluminum body with a colored Application: Splices on gutters, eave trim, rake dome head. trim. Grip range of 0.063" thru 0.125 ". Attaching corner caps and end caps, Pre - drilled hole size of 0.129" thru 0.133 ". Compression Fastener li It (2128006) Description: 3/8" x 7/8" compression fastener. Application: Stitching translucent panel Aluminum machine screw w /slotted sidelaps. hex head. Rubber sleeve with imbedded nut. 5/8" 0 aluminum washer w /bonded neoprene washer. Grip Range is 0.040" to 0.3125 ". Pre - drilled hole size is 0,375 ". F•15297MI 19 5.29.90 I BEHLEN FRAME BUILDING ERECTION GUIDE 4 W Bohlen Mfg,Co. • Box 569 8 M A TIT I' \,Columbus, Nebraska 68601 ! ERECTION SEQUENCE — COVERING & TRIM FASTENER SEATING When using any self- drilling screw, apply sufficient 1 ✓ " torque to seat the washer correctly. Do not overdrive .a BEND TAB TO 90 Tw•11 0 the fastener. vi, • BASE TRIM ( TWO- PIECE) • CORRECT �1 ::0, TOO LOOSE OVER DRIVEN WALL COVER INSTALLATION STRUCTURAL The following erection sequence contains the most SCREW pertinent aspects of wall covering installation. Refer to the job erection drawings at all times for specific information and details. If building has standard base with concrete notch, skip to Page 21, 1. OPTIONAL BASE TRIM Install base trim as shown in ILLUS. 23 OR 24. "-•.T CE TRIM Ir (TW WOO -PIEECE) TEMPORARY STRUCTURAL POWER ACTUATED BLIND RIVET SCREW (2 PER PIECE) FASTENER @ 4' ILLUS. 25 OR VICE GRIP CENTERS . AG-2 (NOT BY BLDG, MFGR,) H BASE II ANGLE t '' s'• CUT OFF SHADED 1 1/2" •y o, AREA. • is ...-.. v •A, 46° TW-11 BASE TRIM i ILLUS. 23 S 3/B" _ (TWO - PIECE) i 46 I NOTCHETE —► _— , ,,, RI POWER ACTUATED I "FASTENER @ 4' � � �� /� I , CENTERS (NOT BY BLDG, MFGR,) I I7 _., (ONE - PIECE) 1 , / �„ A 1 , ► . TW 20 BASE TRIM 1 I I ill - .--- - TW20 BASE TRIM 1 1/2" (ONE - PIECE) TW -20 BASE TRIM (ONE - PIECE) ILLUS. 24 • mi lli . . BLIND RIVET TW - Base trims should be lapped 2" and the ILLUS 26 TW -20 base trim pieces should be butted end to end. Base trims should be cut or mitered at the corners Base trims should be field notched with a saw cut N . to give a finished appearance (SEE ILLUS. 25 OR 26). at doors. F.157 )RMC 20 12.1.88 ..;,.: .-. .. .: .. ...- ,..,,......., .:.. w.... ,:. .r, ,t .1 ^': L'fi " " "° ?f; .• .:.kr. ,, .vx. ..> r . ,..,.K „.H......- ,..r,. -,-, tir...,....wr,, ,u ,a H.r.» ,n. rr. sf. r,[, 11111 B E H LE N TITLE FRAME BUILDING ERECTION GUIDE W. Colu s,Ncare „ kax68601 _ ERECTION SEO.UENCE - COVERING &TRIM . 2. INSTALLING THE FIRST WALL PANEL Once the first run of insulation has been applied, the first wall panel may be located at the corner of the building (SEE ILLUS. 27). I �ENDWALL 4•- ENDWALL GIRT GIRT SIDEWALL GIRT SIDEWALL GIRT ® gI Y 6 I � • INSULATION — °.., — — INSULATION - — — , • 1 , ■ a. � ' �ji \_ ■ ADP-1 PANEL / ADP -2 PANEL STARTING POINT STARTING POINT - ► ILLUS. 27 After the first panel is positioned, squared and the 3. INSTALLING SUBSEQUENT WALL PANELS closure* is placed at base and top of panel (SEE Place the next panel into position, checking the ILLUS. 31), install structural screws as shown in 3' -0” module and install the structural screws ILLUS. 28 & 29. inaccordance with ILLUS. 28 & 29. Place stitch screws at 24" centers along the sidelap. ADP•1 PANEL 4 . �/ - \._,/ 4- � ..` mf r._.- .. � .` \._. 3 .. s„ 8 .. 8 .. e., 8 „ 3 „ ADM PANEL 4ADP2PANEL 3 „ 12„ 12" E,. t 12 . 12 12" ADP•2 PANEL 4 . Screw pattern at panel base, tr. 12' 12" eave struts and rake angles. ' ILLUS. 28 Screw pattern at girts, ' ILLUS. 29 • • *Non- insulated buildings only. Rev. 7 =1.91 F.15299MD 21 12.1.88 HZ B E H LE N• FRAME BUILDING ERECTION GUIDE BehlenMlg.Co.• Box 569 '�'��'" TI TLE A•� Columbus,Nebraska 68601 M ®i�41,Fi ERECTION SEQUENCE — COVERING TRIM 4. INSTALLING FIRST ENDWALL PANEL After installing the first run of insulation, locate 7� SIDEWALL GIRT the first panel as shown in ILLUS. 30. 04 I . ,► i + ENDWALL GIRT VI I -4— SIDEWALL GIRT 4 : ENDWALL GIRT � .� l i® - -~ — - - - -- 1 1 I 1 1 4S44 4 i © 1p TR J AS r s4 ... � . 1 �......_ .......��� R "f" STARTING POI `':,, f . — \ - ILLUS. 30 ADP-2 PANEL TRIM AS� • - � '• ` — REVD, 1- STARTING POINT `ADP -1 PANEL When the first endwall panel is positioned, squared When an endwall panel endlap is required, lap as and closure* is placed at base and top of panel shown in ILLUS. 30a. (SEE ILLUS. 31), install structural screws as shown in ILLUS. 28 & 29. NOTE: ALL ENDWALL PANELS ARE SQUARE CUT ON BOTH ENDS. TOP ENDS OF PANELS ARE TO Attach the next, and the remaining endwall panels BE BEVELED WHEN ROOF PITCH EXCEEDS by the same method used on the sidewall. 1 1/2 ":12. • EAVE STRUT RAKE ANGLE I 4" M NF . PANEL PANEL r ��i FOAM CLOSURE ON THE INSIDE PURLIN LAP 1 II ...... ... . FOAM CLOSURE ON THE INSIDE -*-GIRT _ _OF PANEL (NON-INSULATED OF PANEL (NON-INSULATED BUILDING ONLY). (ENDWALL) � I 1 i BUILDINGS ONLY), PANEL ---` BASE ANGLE I BASE ANGLE it i i SIDEWALL ENDWALL ILLUS. 30a ILLUS. 31 • iii 1 ■ I /I ' I BLIND #' STITCH ■ I RIVET � SCREW@ p Op @24" ■ � • 24" CTRS. i i CTRS. j�� i . \I'i®— c,o Ole 0' AMPILIMMINPRIMEIR ADP-1 PANEL ' ADP•2 PANEL TW-1 OUTSIDE CORNER TRIM ILLUS. 32 TW2 OUTSIDE CORNER TRIM 5. INSTALLING OUTSIDE CORNER TRIM When the outside corner trim must be spliced, lap Attach the outside corner trine as shown in top trim over bottom trim by 2" and join with 4 ILLUS. 32. blind rivets per lap. *Non- insulated buildings only. 22 Rev. 6.15.89 F•15300M D 12 -1.88 ...,.. .. ..e ...... .. .... .. ............... . ...._..... ..,..... _.....,.....- ,•......... ;,.,.r.......m +.. :,ca .. ... - . . ... , .......-.,.,..,.«,..... e,-......,-.. ......«...,.,..,.vr.a,.wm..r.,. a.•.aa*rimsvrx - -.. ........... ,-. :�.- Kad*Y%1'+tiir�;.,.24- ✓a5��i: : :i•,,, i ..r* ,�ia�w �•.c -..v., .Km. , .w c ,s BEHL FRAME BUILDING ERECTION GUIDE �•.� Behlen Mfg. Co. • Box 569 TITLE Columbus, Nebraska 68601 ERECTION SEQUENCE -- COVERING & TRIM 6. INSTALLING INSIDE CORNER TRIM • Attach the inside corner trim as shown in ILLUS. 32a. When the inside corner trim must be spliced, lap • top trim over bottom trim by 2" and join with • 2 blind rivets per lap. ADP-1 q. ADP -2 q. PANEL ( PANEL STITCHING SCREW @24" CENTERS I� I INSIDE CORNER , TRIM TW3 INSIDE CORNER BLIND RIVET@ 24" TRIM TW5 CENTERS ADP -1 ADP-2 PANEL PANEL ILLUS. 32a When an inside corner trim is installed at a below eave condition, the top of the inside corner trim must be sealed with gun grade mastic (SEE LLUS. 32b), GUN GRADE MASTIC v ADP-1 PANEL INSIDE CORNER TRIM • ILLUS. 32b F• 15301 M A 23 12 1.88 I BEHLEN I i FRAME BUILDING ERECTION GUIDE Vie Behlen Mt Co. •'Box 569 M • Columbus, Nebraska 68601 M , ® ,, ( TITLE ERECTION SEQUENCE -- COVERING & TRIM NOTE: THE FOLLOWING SECTIONS DEAL WITH ERECTION OF ADM ROOF COVERING FOR STANDING SEAM ROOF, REFER TO THE BEHLEN STANDING SEAM ROOF • ` ERECTION MANUAL. 1. INSTALL EAVE TRIM TABLE B To insure proper alignment of eave trim, stretch TEMPORARY STRUCTURAL SCREW a string line from corner to corner and pop a _ . chalk line (SEE ILLUS. 33). TE•1 OR TE•6 ` EAVE TRIM --. , ', io �1 STITCH SCREW 10 , 1 1 1, COPED FLASHING LEAVE STRUT (OPTIONAL) oQ 1 .4--...EAVE STRUT ■ ∎ • • • �•, �•� • CHALK LINE j��4.; WALL COVERING r∎ ∎ ∎ ' t WALL COVERING ; 91 ILLUS. 35 AAA ILLUS.33 TABLE B Begin eave trim flush with edge of outside corner _ Roof Slope Dim. Roof Slope Dim. trim (SEE ILLUS. 34). Place the outside edge of eave '// "/12" 3 5/8" 2 "/12" 4 5/16" trim (_ inches) from eave strut (SEE TABLE B) and 1"/12" 3 7/8" 3 "/12" 4 5/8" temporarily hold in place with a structural screw 1'/2 "/12" 4 1/8" (SEE ILLUS. 35). Position the bottom edge of the eave trim along the chalk line. When required insert (optional) coped flashing between eave trim and Install and align all other eave trim sections in the wall panel. Install stitch screws through trim and same manner allowing a minimum 2" lap. Each lap wall panel ribs at 12" centers for ADP - wall or 6" will contain four blind rivets (SEE ILLUS. 36). centers on ADP -2 walls. (SEE ILLUS. 35).. - -ADP•1 PANEL 1 Ilk TE•1 OR TE•6 TW -1 OUTSIDE � ( � EAVE TRIM CORNER 1 1 �7RIM BLIND RIVETS EAVE TRIM OR EAVE FLASHING �r ILLUS. 36 ADP•2 PANEL 2, INSTALLING EAVE FLASHING On buildings with gutter, the eave flashing must be installed as follows: Stretch a string line from corner to corner and pop T•2 OUTSIDE a chalk line (SEE ILLUS. 37). •+E--- CORNER TRIM Begin eave flashing flush with edge of outside - — corner trim (SEE ILLUS. 341. Place the eave flash- -/ / \ EAVE TRIM OR EAVE FLASHING ILLUS. 34 ` F.15302ME 24 3-1-90 I • • ,, NZ B E H LE N FRAME BUILDING ERECTION GUIDE - - -- TITLE . Bohlen Mfg.Co.o Box 569 M 1MIFI ERECTION SEQUENCE - COVERING & TRIM Columbus, Nebraska 68601 The following erection sequence contains the most • pertinent aspects of the erection of ADP -1 roof • 1 — covering. • Refer to the job erection drawings for specific ��� information and details. 1. INSTALLING THE FIRST ROOF PANEL (AT EAVE) ■ After the first run of insulation and the eave trim or •4 -- EAVE STRUT CHALK LINE V . eave flashing are in place (SEE ILLUS. 35, 36 or 66a), ■ i� � :� the closure and tape mastic should be placed WALL �•� 4 at the eave (SEE ILLUS. 39a) . --�,,, t•4el COVERING �•••�•,�� i ILLUS. 37 TABLE B 3209 013 TAPE MASTIC ing as shown in ILLUS. 38 and temporarily hold in 1 'x''1 3209 260 CLOSURE place with structural screw. Position the bottom edge of the flashing along the chalk line. When required,insert (optional) coped flashing between `• X T E•1 OR TE•6 —s eave flashing and wall panel. Install stitch screws I ••••••• • EAVE TRIM I' J %te -• �•. through flashing and wall panel ribs at 12" centers it x.40 for ADP -1 walls or 6" centers on ADP -2 walls ' n 32 013 TAPE MASTIC (SEE ILLUS. 38.) TE•22 OR TE•23 1`° 1% _ EAVE FLASHING ' � � 7 TE•22 OR I — EAVE STRUT :. •• FLASMINGE !F_STRUCTURAL COPED FLASHING (OPTIONAL) SCREW STITCH ILUS. SCREW ■ •• •4 • COPED FLASHING ' Ir`• The first roof panel may be positioned in accordance (OPTIONAL) .• • • EAVE STRUT With ILLUS. 40, 41 or 66a. Pro er align ment before •• p 6'n ••• fastening will prevent an accumulative error as the •■ •, - roof sheeting progresses. ,----- r�•• WALL . COVERING .•i; SAFETY PRECAUTION . 38 Do not step on panel near the eave until fully ILLUS. 8 secured by fasteners. Install and align all other eave flashing sections in 3209 260 CLOSURE the same manner allowing a minimum 2" lap. Each � 3 .,� ROOF COVERING 0 lap will contain two blind rivets (SEE ILLUS. 39). TE•1 OR TE•6 EAVE TRIM gomoisimmilii T E•22 OR TE•23 EAVE q "' ••`i —' - '•���r ���••�•�•j • FLASHING 1 I �•�•*••• • i =•-• FLASHING d � , • . • ••••••. . A I ! 4 j1 `A I — GUTTER 4 '; N • � � I 14� I TE•22 OR TE•23 EAVE FLASHING � � ‘ 1 41- EAVE STRUT BLIND RIVET •%......_, COPED FLASHING ►♦ (OPTIONAL) ►�•�•i 2.. LAP WALL COVERING r s i ti0� ••, • ILLUS. 39 l o , •. ILLUS. 40 The gutter system is to be installed after the roof covering is in place. F• 15303ME 25 3.1.90 I= B E H LE N FRAME BUILDING ERECTION GUIDE W T A Behll mbus, Nebraska 6 601 !!°�! ® M R E RECTION SEQUENCE - COVERING & TRIM 1 • STARTING POINT --- SAFETY PRECAUTION FIRST ROOF PANEL —� t; Do not step on panels near the end lap until the . . fasteners are installed. 1st PANEL G" L 2nd PANEL STRUCTURAL SCREW WALL RAKE ANGLE % 3209 013 TAPE MASTIC ► ♦ ♦ r � PURLIN ►' : .• �— PURLIN ► ♦ 4 ILLUS. 45 ILLUS. 41 Once the first panel is correctly positioned, attach Fasten structural screws through the end lap in accordance with ILLUS. 46 and into purlins in roof panel with structural screws to the eave strut accordance with ILLUS. 43 or 42. (SEE ILLUS. 42) and to all purlins, except ridge purlin (SEE ILLUS. 43 or ILLUS. 42 for U.L. CLASS 90 ROOF). 6" - * r—i— 6" 6" r ___6"_..i. SHEETING DIRECTION STRUCTURAL SCREW STITCH SCREW In AT PANEL END LAP PATTERN AT ENDLAP ILLUS. 46 6" 6" G" 6" 6" 3" r . , Place panels up to the ridge without fastening to the ridge purlin until the ridge cap is installed. NOTE: Tho roof may be sheeted ono side at a time or both sides at once, PATTERN AT EAVE STRUT but major corrugations must line up from one side to the other PATTERN AT PURLIN U.L. CLASS 90 ROOF so that the ridge cap will fit, ILLUS.42 3. INSTALLING SUBSEQUENT RUNS OF ROOF PANELS 12" 12" 9" Install closure and tape mastic at eave (SEE ILLUS. 39a.) Install tape mastic along side lap of the previous run of panels (SEE ILLUS. 47). PATTERN AT PURLIN Lay the panel down and stitch the side lap together ILLUS. 43 with stitch screws at the spacing shown in ILLUS. 48. 2. INSTALLING SUBSEO.UENT ROOF PANELS (UP SLOPE) 3209 013 Prior to placing subsequent panels, apply tape mastic STITCH SCREW — ---\\ MASTIC s to the upper end of the previous panel as shown in PREVIOUS ILLUS. 44. Place the next panel over the previous /PANEL RUN panel forming a 6" endlap (SEE ILLUS. 45). PANEL RUN / • i 3209 013 TAPE MASTIC ILLUS. 47 ON RIB 1 I —1, 20" SPA. TO RIDGE OR--- 6" I �III III III 5%., , , 5. HIGH SAV ON w lip — 7 1 I 0 SPA. @ G' SINGLE SLOPE BLDG. T I I 32 013 PURLIN MAST I 09 C (�F� 1 PANEL ILLUS. 48 I LLUS. 44 F• 15304 M D 26 3.1.90 ®=BEHLEN, FRAME BUILDING ERECTION GUIDE "` Behlen Mfg.Co. • Box 569 M ® , M IA TITLE Columbus, Nebraska 68601 " " """ �' ' " ERECTION SEQUENCE - COVERING TRIM Prior to placing the next up slope panel, apply tape panel runs) and fasten as previously described.. . mastic to the upper end of the last panel (SEE ILLUS. 49). The proper placement of tape mastic at this (4 corner) 'V panel endlap is critical in providing a watertight roof. Lay the next panel into position (and all following 3209 013 TAPE MASTIC- ON RIB --- - - - - -- - - - -- 6 " _ 6" LAP __ _ _... ii ... PURLIN • NEXT E-- PREVIOUS PANEL PANEL RUN _� I LLUS. 49 ....-1, — RUN SAFETY PRECAUTION 4. INSTALLING RIDGE CAPS Do not step on the end of the panel at the ridge After roof panels have been placed on each side of until secured by fasteners. the ridge, the ridge cap may be installed. P lace tape mastic o n the upper end of both roof panels STITCH SCREW(? REO'D.) as shown in ILLUS. 44. Lay ridge cap on panels and r -5..� ' _'6t.�6" 1 attach to roof as shown in ILLUS. 46. RIDGE CAP i --- TR•1 RAKETRIM y .._ • ILLUS. 49a 7 . For each succeeding ridge cap, place tape mastic as -- - _- shown in ILLUS. 49 and stitch side laps as shown in 4 ILLUS. 49a. I 1. INSTALL RAKE TRIM — To insure proper alignment of rake trim sections, © , stretch a string line from the corner of the building to the ridge and pop a chalk line (SEE I LLUS. 50). EDGE OF OUTSIDE ROOF COVERING CORNER / - TRIM miit s.W.*74: -, ..••••••! 1111101‘ 6" ILLUS. 51 3209 013 • I ' ! TAPE MASTIC STITCH SCREW — CHALK LINE ��� 0: � .�. .•. - - - — I0 - 1 E• --TR•1 RAKE. ���� WALL ∎• TRIM PURLIN 4 �- COVERING 114 , RAKE ANGLE 1 I LLUS. 50 A..4 k u COPED FLASHING Begin rake trim flush with edge of outside corner (OPTIONAL trim (SEE ILLUS 51). Position tape mastic as ♦4 shown in ILLUS. 52 and use stitch screws to A I A41 attach rake trim to roof (use screw pattern ILLUS. 52 ►��:•: s WALL COVERING shown in ILLUS. 48). ����i� F15305ME 27 3.1.90 1 174 B E 11 LE ILL FRAME BUILDING ERECTION GUIDE yi ly Behten Mfg.Co. • Box 569 TITLE Columbus, Nebraska 68601 M BaA ERECTION SEQUENCE - COVERING & TRIM Position the bottom edge of the rake trim along the 1. GUTTER INSTALLATION chalk line. When required insert (optional) coped Gutter installation must follow placement of eave flashing between rake trim and wall panel. Install flashing, bird stops and rake trim (SEE ILLUS. 54a). • stitch screws through trim, flashing and wall panel • • ribs at 12" centers for ADP -1 walls or 6" centers TR•1 RAKE on ADP -2 walls (SEE ILLUS. 52). TRIM Install and align all other rake trim sections in the N. ' same manner allowing a minimum 2" lap. Each lap ...1-1 will contain six blind rivets (SEE ILLUS. 53). When �'\„,_ rake trims meet at a ridge, field trimming will be • �.:' �, required on buildings with roof slopes greater than I \ , 1:12 ,. 1 • EAVE FLASHING / f' e/ OUTSIDE m o , STITCH SCREW -- _._TRIM \ CORNER , • TE•52 BIRD STOP R.H. I u ; (TE•55 BIRD STOP L.H. SIMILAR/ ILLUS. 54a Install gutter end cap (SEE ILLUS. 55) using gun grade TR-1 RAKE 1 / . mastic and 11 blind rivets. TRIM I. rJ i I BLIND RIVET / 1, 3288 023 GUN GRADE MASTIC 2 , 0p,P ILLUS. 53 2. INSTALL PEAK FLASHING ''''' Where the rake trim pieces meet at the ridge, install peak flashing with two rows of gun grade mastic and � I � �, -4----1T E-11 twelve blind rivets (SEE ILLUS. 54). , ' GUTTER BLIND RIVET �I TE•12 GUTTER TWO ROWS OF GUN ��• END CAP GRADE MASTIC / ILLUS. 55 3288 023 TR•1 RAKE / �./- TE -11 GUTTER g , AG-8 GUTTER TRIM � � + SPREADER � I I ANGLE l if .. .... •'• . . 41 ° Ill° %G:NNN,,,,N.s,. . BLIND RIVET TR•21 SIGN TR•3 OR TR -6 7E•12 GUTTER END CAP — PEAK FLASHING 'II. ��`I ILLUS. 54 ILLUS. 56 To complete the trim along the rake, install the sign Next install gutter spreader angles at the spacings with four blind rivets. shown with two blind rivets each (SEE ILLUS. 56). Rev, 7.1.91 F•15306MF 28 12.1.88 r I=BEHLEN .. FRAME BUILDING ERECTION GUIDE 0 Bohlen MIg.Co. • Box 569 "'��•" TITLE Columbus, Nebraska 6$601 M.,11.14,9 ERECTION SEQUENCE -• COVERING & TRIM Raise the first section of gutter and position at build• TABLE C (Buildings Ordered Using Roof Live Load) . ing corner (SEE ILLUS. 57) attaching it to the roof panel ROOF (Buildings LOAD STRAP SPACING with stitch screws at 6" centers. Make sure the panel Loss than 40#L.L. 4'•0" ' overhangs the back lip of the gutter. 40 #L.L. and greater 2'•0" • TABLE D (Buildings Ordered UsinjGround Snow Load) GROUND SNOW LOAD STRAP SPACINT • Loss t an PANEL __ _ _ __ _ __ 60 PSF and granter 2'•0" , STITCH SCREW @ 6" CENTERS ••• Install spreader angles in the next gutter section' as 111 1/4" MIN. 1 shown in ILLUS. 59 and lap with previous section as 3/8" MAX. GUTTER shown in ILLUS. 60. Seal with gun grade mastic and 11 blind rivets. / / Install and align all other sections of gutter in the TR•1 RAKE TRIM same manner with the last section ending similar to '� g \ `'� 1 LLUS. 57. ,` AG•8 GUTTER c 4' 0 "SPREADER ANGLE ( r / POSITION GUTTER 1 AS SHOWN (3/4' 4 . •0 .. 1st GUTTER SECTION BEYOND EDGE OF OUTSIDE CORNER <F, EDGE OF OUTSIDE 3� FLASHING) Ga CORNER FLASHING 9 , % '2 4'•0" ILLUS. 57 \ 6 .. TE•11 GUTTER --•-/ � Install the lst and last gutter hanger strap 1' -0" from the corner as shown in ILLUS. 58 and all others at the �� spacing shown in Table C or D. ILLUS. 59 STITCH SCREW 0 STRUCTURAL BLIND RIVET SCREW \ a �. . LAP MS•15 GUTTER \ V b u HANGAR STRAP 14 0 li 32$8 023 a I► ° u ILLUS. 58 GUN GRADE \ It :„,'.. .?" GUTTER LIP MASTIC '-`t°; , ILLUS.60 Rev. 7.1.91 F•15307MF 29 12.1.88 II IBEHLE1% ^_ FRAME BUILDING ERECTION GUIDE /■ l' Bolulmbus9Nebraskax68601 M 2 F7 TITLE ERECTION SEQUENCE - COVERING & TRIM 2. INSTALLING DOWNSPOUTS Downspouts must be located on major ribs of ADP -1 . wall panels and on the outstanding flat of ADP -2 GUTTER wall panels (SEE ILLUS.62). � ' 1 ROOF II Once the spacing has been determined, cut and bend COVERING tabs in the bottom of the gutter (SEE ILLUS. 61) EAVE and attach downspout with (3) blind rivets. `— STRUT , Splice downspout as shown in ILLUS. 61a with (3) Lo blind rivets. I t. 6'•0" MAX. GIRT Tie the downspout to the wall covering with a down- spout strap (SEE ILLUS. 62) and (4) stitch screws. ` — i t Install downspout elbow with (3) blind rivets (SEE S ILLUS. 63). DOWNSPOUT STRAP WALL COVERING GUTTER— 3/4" DOWNSPOUT — BEND--...,: I -. 2.518" ELBOW O ----H NOTE: CUT ALONG SOLID LINES. BEND TABS DOWN ■ 47/1- 90' ALONG DASHED LINES. DOWNSPOUT ON SIDEWALL GUTTER DOWNSPOUT ATTACHED TO RIVET TABS WITH (3) BLIND RIVETS. 11 101k. DOWNSPOUT BLIND ILLUS. 61 ' '"--, �, RIVET CUTTING HOLE IN GUTTER . • �'; DOWNSPOUT ILLUS. 61a SPLICING DOWNSPOUT ADP -2 WALL • ADP-1 WALL is STITCH SCREW DOWNSPOUT Ilk �u1�p\ DOWNSPOUT STRAP ' VII S TITCH SCREW A ! BLIND i • J R RIVET STITCH 1 ....kil I SCREW DOWNSPOUT MS-20 (BLDGS. WITH ADP ROOF) MS-19 (BLDGS. WITH STANDING SEAM ROOF) ILLUS. 62 *OA. ATTACHING DOWNSPOUT TO WALL ELBOW ILLUS.63 ATTACHING ELBOW F•17246MB 29a 12.1.88 ' • '.: :. .. ... .. ...... . .... ... , .., ... .a, vr .w. .z, c....•ui nr {. , ..Y.... ..n,. ..;.x:'- . xra• ...,. .a .:... »..ro..... »,-., ... n., a•n,. »v,.., .- «x,. «w..ae.,..rewrrn .era•, r.s =� I BE H LE N FRAME BUILDING ERECTION GUIDE • Columbus, Neba ka 68601 M, R TITLE ERECTION SEQUENCE - COVERING & TRIM 1. INSTALLING OUTSIDE CORNER BOX .After the rake trim and eave trim or gutter have been • erected, the outside corner box and corner cap may be installed (SEE ILLUS. 64 & 65). • • Field trim top of corner box to suit. BLIND RIVET (7 REQ'D. TO ATTACH CORNER CAP) n / TE-1 EAVE TRIM -a--- .TR•1 RAKE TRIM R,a s, CORNER CAP TE•15 j / 3288.023 GUN GRADE MASTIC OUTSIDE CORNER BOX • BLIND RIVET (8 REQ'D. TO ATTACH TE.13 OUTSIDE CORNER BOX) CORNER BOX WITH EAVE TRIM ILLUS.64 BL IND RIVET (7 REQ'D. TO ATTACH CORNER CAP) TR•1 RAKE TRIM TE•15 CORNER CAP „, TE•11 GUTTER �� m (8 REQ'D. TO ATTACH GUN OUTSIDE CORNER BOX) — ii 43288 02 STICRADE TE•13 OUTSIDE '111S--S CORNER BOX CORNER BOX WITH GUTTER ILLUS. 65 • • F• 15308MC 30 21.88 • 0 =BEHLENrt TITLE FRAME BUILDING ERECTION GUIDE Bohlen 569 M {0 F7 ERECTION SEQUENCE - COVERING & TRIM T Columbuslumbue, Nebraska 68601 SINGLE SLOPE BUILDINGS BLIND RIVET The high eave on a single slope building will be \ finished as shown in ILLUS. 66a, 66b & 66c. SIGN TR -21 EAVE TRIM TABLE "E" STITCH SCREW e 3/4" ROOF COVERING 2' CLOSURE 111111111111=1111111•Iir 3209 270 WITH TAPE I ll —1 MASTIC BOTH SIDES, ILLUS. 66b EAVTE -17 E TRI✓ �I 110 EAVE STRUT IL. COPED FLASHING (OPTIONAL) ILLUS. 66a STITCH SCREW TE -17 EAVE TRIM Ao BLIND CLOSURE RIVET 3209 270 TABLE "E" ROOF SLOPE DIM. , a _ 1/2" to 12" 3. 5/16" - /i C 1" to 12" 3.1/8" HIGH EAVE CORNER 1-1/2" to 12" 2. 15/16" CAP LH TE -19 ® % ROOF 2" to 12" 2-3/4" (TE -18 RH CAP SIM.) .... COVERING 2.1 /2" 12" -- 2-9/16" . _ to 12 _-. 3288 023 3" to 12 2.3/8" GUN GRADE` oh; .."4111St 3-1/2" to 12" 2. 3/16" MASTIC � 0 RAKE TRIM TR -1 TE -13 OUTSIDE I CORNER BOX ILLUS. 66c �. . F-15309MG 31 31.90 ..r ''..;. ........ .. .....:. ..... ... ... .. .. .... .,....... :...,... ... r.r n..:.,y3 TA 1. ..., r..i .. ... /.r. ,(. "}+tt...GSux�i > r. nxn ......- yx..um.. +r,.a.r.w...nul r.rm.. ..n- .rw+++.i«rv. w.. ry rv•.n• ^,w... t )4 M BEHLEN FRAME BUILDING ERECTION GUIDE �• Behlen MIg.Co. • Box 5 M TITLE A'Ocn Columbus, Nebraska 68601 "' "" ACCESSORIES SELF - FRAMING AND FLASHING WALK DOORS GENERAL • See installation instructions provided with walk door package. (STANDARD) a GIRT • ADP -1 WALL COVERING l' • The illustrations below are cross sections of com- pleted doors with major components, screws and sealants identified. r --- -- (OPTIONAL) ,GIRT 1 1 I ADP • 1 i *4 I I PANEL`' , K4 L_ ►����' (3) STRUCTURAL 0 STRUCTURAL 1 ► •, :l DRILLING SCREWS �y� . • SCREW EACH ON SIDE OF 1 MAJOR RIB. . 1 I` GIRT ANCHOR L P,T4:* 4 —GIRT SINGLE WALK DOOR CLOSURE '' ` ILLUS. 69 3209 260 'HEADER FIELD DRILL FOR ' HEADER 1/2" 0 BOLTS FIELD SU ANGLE FLASHING 'f —JAMB (OPTIONAL) GIRT (q) STRUCTURAL __ —_— _ DRILLING SCREWS SECTION THRU HEADER (DOOR ON SLAB) JAMB ILLUS. 67 RETAINER JAMB RETAINER JAMB j_0 I STRUCTURAL I, m I SCREW @ 24" CENTERS, h L __ —_ —_— !' L = ' t -• JAMB _ ..4* 410 -r- - —Akiiilaftzside; 6" j �� (t PANE I.• PANEL STRUCTURAL 6" SCREW @ 24" CENTERS. ADP -1 PANEL SECTION THRU JAMB (OPTIONAL GIRT CONNECTION) SECTION THRU JAMB I LLUS. 70 ILLUS. 68 • •NON INSULATED BUILDINGS ONLY. F•15310MC 32 12.1.88 FRAME BUILDING ERECTION GUIDE l. BehienMfg.Co.• Box 569 M ®MR TITLE ACCESSORIES Columbus, Nebraska 68601 "' " " " " "" " " " " " " "" SELF- FRAMING AND FLASHING WALK DOORS ADP -2 WALL COVERING • Instructions provided with walk door package are • for ADP -1 walls. They can be used for ADP -2 walls Step No. 13 Position jamb retainer with 1/2" leg in with the following changes: frame throat and large leg flush with wall sheet. Attach retainer through Step No's. 1 & 2 (No Change) flanges in girt anchor, intermediate "Z" Step No. 3 Cut frame opening in wall sheet. Door brackets and flange in the sill plate with ' width + 1" (Single Door = 3' -1" and two structural screws per location. double door = 6' -1 ") and door height + 2 ". Step No's. 4, 5, 6, 7 and 8 (No Change) From the exterior of the building, attach 1 jamb trim stiffener to front face of jamb Step No. 9 Determine door swing. Place jambs over with structural screws at 24" centers. clips on sill plate and tip jambs into . position behind wall sheet. (See Detail 5 Then attach jamb trim with blind rivets in instructions) and ILLUS. 72 of this • at 12" centers ( SEE I LLUS. 72) of this book. book. I Step No's.10, 11 and 12 (No Change) Step No's. 14 & 15 (No Change) The I LLUS. 71, 72 & 74 show sections of completed doors (in ADP -2 walls) with major components, screws and closures identified. ADP -2 WALL COVERING I PANEL _11. i 1 JAMB RETAINER JAMB 1 ♦ `i STRUCTURAL STRUCTURAL 1 • •4 (3) SCREW @ 24" CENTERS. SCREW EACH iO4 STRUCTURAL MAJOR RIB I, �• +•�� SCREW CLOSURE 1 +4 GIRT ANCHOR V'4Ve'��rr. / MC-1 JAMB 3209 270 11 IN 1,_.. I• � ` TRIM 1 i - _ e• * . + � � �.•:.•: ^:'. A STIFFENER I -�,1 BLIND RIVET a 7 [LIU: CENTERS HEADER FLASHING J� ADP-2 1 ► X 112" HEADER PANEL L I 6 " ct LTW-22 --4----- JAMB JAMB TRIM SECTION THRU JAMB SECTION THRU HEADER (DOOR ON SLAB) ILLUS. 71 ILLUS. 72 •NON•INSULATED BUILDINGS ONLY. ' •F- 15311MC 33 12.1.88 r.....':. •.._.. ,. .. ..... .. . .. .............,...,. ....... ., .. .Sr.f.,.,..1 ... fir; ) ..e4 Y, .. 5... .. .,,..,.. .:a...... n •..., - ....... ...... . .. ,. . ...._. .. BEHLEN FRAME BUILDING ERECTION GUIDE • W Bohlen Mtg.Co. • Box 569 TITLE Columbus, Nebraska 68601 R ACCESSORIES SELF- FRAMING AND FLASHING WALK DOORS FIELD DRILL FOR 1/2" 0BOLTS FIELD SUPPLIED ANGLE (OPTIONAL) GIRT—i (STANDARD) — — — /(4) STRUCTURAL SCREW • GIRT JAMB RETAINER i- (OPTIONAL) GIRT 1 1 11 l 11 -- - -- - V4V4V 0 ADP -2 ( i I 1/2" PANEL I 6 " r I = MC-1 JAMB C TRIM CHANNEL _� L_ _...TW22 JAMB TRIM SINGLE WALK DOOR SECTION THRU JAMB (OPTIONAL GIRT CONNECTION) • ILLUS. ILLUS.74 A 3a F•15312M6 121.88 .. .......... _.... .. .. .... ..... .... .....,a....- .hr...v'.�.:".., .. tvn. S{ ^• � .. z.1:: . Hl . ti.1 ... .. v......... -.._ I BEHLEN FRAME BUILDING ERECTION GUIDE • `/' Behlen M1g.Co. • Box 569 TITLE , Columbus, Nebraska 68601 " , ll� ACCESSORIES DOMINION DOORS GENERAL See installation instructions provided with walk door package. The illustrations below are cross sections of completed doors with trim components and screws identified. . ❖ : ❖. WALL PANEL .•�+•�+••i STRUCTURAL SCREW @ 12" CTRS • �•i +•iii FOAM CLOSURE �+•+p•+,' INON- INSULATED BUILDING) '-' 3209260 (ADP -1 WALL) !' STRUCTURAL SCREW 3209270 IADP•2 WALL) I I @6" CTRS FOR ADP -1 WALL DRIP CAP @12" CTRS FOR ADP-2 WALL TW13 FOR 3070 DOOR TW 14 FOR 4070 DOOR I J.._GIRT - TW 14 FOR 6070 DOOR " 1 DOMINION DOOR HEADER 1" 7'2" SECTION THRU HEADER , 7'0" .1L.LU174A 10 GA. GALV, SUB -FRAME DOMINION DOOR JAMB STRUCTURAL SCREW @ 24 "CTRS + : +i +iii i + : + i + i +iiii + i'i +ii'i•i+i +iii +i :•i•Oii JAMB TRIM TW 16 --- _L JAMB TRIM \ 1~ ' STIFFENER TW 15 ---( 3/4 „w , - -"-- 3.3/4 ".--J— RIVET @ 24" CTRS L ADP -1 WALL PANEL ”. 12" ---- - SECTION THRU JAMB ADP -1 PANEL, JLLUS.74B DOMINION DOOR JAMB ..—'16 GA. GALV. SUB-FRAME STRUCTURAL SCREW @ 24 "CTRS k • �. +i0 Oii + i + i'J. • i + i +.+• +ii +i +i'.•Pi' Oi + i + i • � +ii +ibi• +i +� +• +Oi +ii +i +� +i�•�O,Q� •. • +• • ' i JAMB TRIM TW16 1�-- -. 3/4 ?� —_ 3.3/4 "-- .I•- -- RIVET @ 24" CTRS - ADP -2 WALL PANEL 12" SECTION THRU JAMB ADP -2 PANEL JLLUS.74C F- 18340M 34A 6 -15 -95 • I BEHLEN FRAME BUILDING ERECTION GUIDE --•— --- TITLE • Bohlen Mfg. Co. • Box 569 14 B M A • Columbus, Nebraska 68801 ACCESSORIES • WALK DOOR - ROUGH FRAME x • WALK DOOR - ROUGH FRAMED GIRT - 1 HEADER 1 OPENINGS - GENERAL Framed openings are installed as a part of the strut- - - - tural framing prior to sheeting the walls. - - - All frames ordered as field located will require field c 10 JAMBCLAMP ANGLE cutting of sheeting. q - I AG -9 FOR 7'.2" CP-22 F HEADER (SINGLE 4070 & DOUBLE 6070 JAMB F CLIP f I 1 8 "JAMB OR 8" JAMB I AG-31 FOR CPENING GIRT DOORS MT37 OR MT45). r � CP-30 FOR 10" JAMB I 10" JAMB HEIGHT HEADER ` / (SINGLE 3070 1 I DOOR MT-36 OR MT -44) 7' -2" —L—, OPENING 7' -4" HEIGHT GIRT irk HEIGHT 5" _ 3'•4 ", 4' -4" OR 6'4" JAMB ILLUS. 77 r 8C6RP0853A -- --.4 ' . 0C4RP0836A ATTACH CLIPS TO JAMB 3'-4", 4'.4" OR 6'.4" Place jamb clamp angle on the inside of jamb and bolt OPENING WIDTH to jamb clamp clip with 1 /2" x 1 hex bolts. See FLOOR I � _ ILLUS. 77, ry FRAMED OPENING a. s ILLUS. 75 SET JAMB Y,t Set jamb clip base over anchor bolts and tighten nuts LOCATING FRAMED OPENING finger tight. Place jamb over clip and drive (2) Locate the door so that the jamb face falls 10" from structural screws. (SEE ILLUS. 76). the centerline of a major panel rib. , When the location has been determined, set anchor STRUCTURAL SCREW bolts to dimensions shown in ILLUS. 76. (3 PER END) 'GIRT. HEADER p: STRUCTURAL SCREW � . a �- STRUCTURAL SCREW JAMB (FACE) (2 PER PIECE) %a" 0 ANCHOR BOLT 0 1 1 2" WITH 2" PROD. f Y" 0 BOLT I . L 5 O 1 1 A JAMB BASE CLIP 11 1 I JAMB CLAMP CLIP -1" - { CP-10 for 8" JAMB CP•22 FOR 8" JAMB I I 7'-2 CP-29 FOR 10" JAMB L _ 1'/=" CP•30 FOR 10" JAMB 1 1 • a tia.i aro' I 1 11/2" ( 3'.4 ", 4'•4" OR 6'-4" I 1 !+ OPENING WIDTH JAMB —,.1 1_. 10" I 1," I ILLUS. 76 ILLUS. 78 INSTALL HEADER ATTACH JAMB AT TOP Locate header as shown in ILLUS, 77. Attach header After checking for plumb and square, attach jamb • to girt with structural screws (2 per piece). clamp clip to header with structural screws (3 per (SEE ILLUS. 78). end). (SEE ILLUS. 78). • Tighten all bolts. 1 F•17032MD 35 12.1.88 .•,_ �� • A- BE LE N. FRAME BUILDING ERECTION GUIDE �• Behlen Mfg.Co. • Box 569 M 8 M R TITLE iP% Columbus, Nebraska 68601 ACCESSORIES WALK DOOR - ROUGH FRAME FRAMED OPENING TRIM & CUTTING WALL PANELS INSTALL JAMB TRIM (ADP -1 WALL) Field cut panels above the opening as shown in Position jamb trim stiffener as shown in ILLUS. 81 ILLUS, 79. and attach with structural screws. , Notch panels to allow drip cap to cover trim. Attach jamb trim to jamb with structural screws and See ILLUS. 80. to jamb trim stiffener with blind rivets. Lap jamb . trim 2" when required. Field cut panels at sides as shown in ILLUS. 81 for ADP -1 walls or ILLUS. 82 for ADP -2 walls. INSTALL DRIP CAP Position drip cap and closure* as shown in ILLUS. 79 JAMB and attach to header with structural screws at a STRUCTURAL SCREW @ 24" CENTERS pattern shown in ILLUS. 28, TW15 JAMB TRIM ' STIFFENERS ••••• ♦ D i • •� r y ►;•.;•;•: ADP -1 O R ADP -2 D• •� • ri • i • • • i i i� : ie; K•K•••• � • •• C• �� • • •••• • ••• • � 11 PANEL 1 ►.�.•.••;•i ► �0• ►•• i •$4$ 6• ♦ ♦�••♦ • ••• •CLOSURE —v 1 � i�i�► �4 _ `�_.� ♦�.•.�!w.w•• !w.ww.�.w.w,•�.��.c gi0t0.'j' TW 16 � �►� JAMB TRIM STRUCTURAL SCREW I +. BLIND RIVET HEADER GIRT 1 " MIN. i @ 24" CTRS. DRIP CAP I 2 MAX. TW13 for 3070 DOOR 1 \.F1 ) Q TW14 for 6070 DOOR I - -' WIDTH —► - —10 "— -1 r,: _ ILLUS. 81 t + 'A" (I k r - - _ - `_ -il G • V „I 13/4" � ' _ __ � � INSTALL JAMB TRIM (ADP -2 WALL) � ^ - JJ 7'•2" t L Position jamb trim stiffener as shown in ILLUS. 82 7'-11)" _ DOOR JAMB and attach with structural screws. MOT BY BLDG. MFR.) Attach jamb trim to jamb with structural screws and ILLUS. 79 to the jamb trim stiffener with blind rivets. Lap jamb trim 2" when required. Attach panel, header and girt (SEE ILLUS. 79) with structural screws at a pattern shown in ILLUS. 28. JAMB t STRUCTURAL SCREW . @ 24" CENTERS . -a—PANEL TW15 JAMB TRIM STIFFENER . NOTCH 3" r- __ I • • i r•V �1�•41r• �• - ∎ NOTC r � i TW -16 1 JAMB TRIM I_ BLIND RIVET FACE OF JAMB—/".".. 2'4" 1 @ 24" CTRS. WIDTH -10"— !!! ILLUS. 80 ILLUS. 82 F•17033MD *Non - insulated buildings only. 36 12.1.88 'K I BEHLEN FRAME BUILDING ERECTION GUIDE ye y' Beltlen MIg.Co. • Box 569 M B A TITLE Columbus, Nebraska 68601 ACCESSORIES Rf E� . TYPICAL FRAMED OPENING FRAMED OPENINGS — GENERAL Framed openings are installed as a part of the struc- • tural framing prior to sheeting the walls. SLOPED BOTTOM All frames ordered as field located will require field EAVE STRUT . cutting of girts and sheeting. EAVE STRUT JAMB CLIP I GIRT OR EAVE STRUT ;i CP143, CP44 T r. - = - v n �_ GIRT , ' ^ ~'^ OR CP45 JAMB CLIP 8 JAMBS 1 1l2" DIA. BOLT L:. ® ' CP28 FOR '! & - ; t l a I 10" JAMBS r HEADER i 1 _t -4 —JAMB 1 ALT. DETAIL 1 1 WHEN REQ'D, 1—. — ... I • JAMB .1L. _ ii �`' ILLUS, 85 GIRT✓ DOOR 0 INSTALL HEADER WIDTH o Bolt header to jambs (SEE ILLUS. 86). Check plumb and square of frame and tighten all bolts. FLOOR \ „ f -.- FRAMED OPENING HEADER JAMB JAMB ILLUS.83 I __ ___ _ :ry L -- LOCATING FRAMED OPENING 'e' ' Locate the door so that the jamb face falls a minimum of 6" to a maximum of 12" from the centerline of a 1/2" 1/2" • major panel rib. 0 BOLT\ 0 BoLT� .s When the location has been determined, set anchor ( - - - - - - ... bolts to dimensions shown in ILLUS. 84. ALT, DETAIL ILLUS. 86 I STRUCTURAL SCREW ATTACH GIRTS Attach jamb angle to girt by field drilling 9/16" 0 1/2" 0ANCHOR BOLT • 1 -- .rte JAMB (FACE) holes and bolt with 1/2" x 1'/4" hex bolts. WITH 2" PROJ. • Place jamb clamp angle on the inside of jamb and bolt to jamb angle with 1/2" x 11/4" hex bolts. • JAMB BASE CLIP-0" 5" Position girt and tighten bolts clamping girt into CP•10 FOR 8" JAMBS 1 position (SEE ILLUS. 87). CP•29 FOR 10 JAMBS e0 n 1y;' t • so. 1 GIRT r 1" MAX. • 1 'W" OPENING I - 6" TO 12" :: 'at-.JAMB P �.. _ JAMB ANGLE I JAMB AG-10 FOR 8" JAMBS I M ILLUS. 84 AG-32 FOR 10" JAMBS t; OQ'.; i � AN AG-9 FOR SET JAMB 1 8" JAMBS t :�) i : ; AG -31 FOR Set jamb clip base over anchor bolts and tighten nuts _ ...._ _. _ _ _. _ - . � - 10" JAMBS finger tight. Place jamb over and drive (2) structural - - screws (SEE ILLUS. 84). 1/2" OBOLT' • Attach jamb clip to jamb. After checking for plumb ILLUS. 87 and square, field drill 9/16" 0 holes in girt or eave strut and bolt (SEE ILLUS. 85). Rev. 3-22-94 F- 15313ME 37 12. n? CZ H LEN FRAME BUILDING ERECTION GUIDE W Bohlen 569 R TITLE ACCESSORIES Columbus, Nebraska 68601 . SPECIAL FRAMED OPENING ON AN ENDWALL SEE ILLUS. 89 JAMB BRACE ANGLE JAMB BRACE ANGLE 0 11111-111 ----- SEE '��- 1 \'„� -�` ILLUS. 90 • _------- � � HEADER i 4l� r HEADER ==--�� —1 i" r = __ _ _- . . JA " —JAMBS F I DOOR WIDTH 1 400R WIDTH) - -1 GIRTS (FIELD OR • • FACTORY CUT/ ILLUS. 88 PURLIN FRAMED OPENING$ - GENERAL ANGLE Framed openings are installed as a part of the structural framing prior to sheeting the walls. 1/2" DIA. BOLT ENDWALL BEAM All frames ordered as field located will require field cutting ® :- 1 /2" DIA. BOLT of girts and sheeting, LOCATING FRAMED OPENINGS JAMB JAAG25 O BR R AG 28 ANGLE Locate the door so that the jamb face falls a minimum of 6" to a maximum of 12" from the centerline of a major panel rib. Li' -2" or 1' -9" INSET When the location has been determined, set anchor bolts to =UM. dimensions shown in ILLUS. 84. Field cutting of jamb may be required to clear roof line. PURLIN SET JAMB RAKE. ANGLE Set jamb clip base over anchor bolts and finger tighten nuts. A Place jamb over and drive (2) structural screws (SEE ILLUS. 84.) ENDWALL BEAM mii FIELD DRILL . • i , 9/18" 0 HOLE ATTACH JAMB TO BEAM WITH INSET OF 1' -2" OR 1' -9" 1/2 DIA. BOLT Attach jamb brace angle to jamb. After checking for plumb 11111 1/2" DIA, BOLT and square, field drill 9/16" 0 holes in web of beam and bolt JAMB BRACE— JAMB together. (SEE ILLUS. 89 and 90). OR G AG26 1' -2" or 1' -9" ET ATTACH JAMB TO BEAM WITH INSET OF 4" OR 5" Attach jamb clip to jamb. After checking for plumb and ILLUS 90 square, field drill 9/16" 0 holes in flange of beam and bolt �` together. (SEE ILLUS. 90a). 4" OR 5" INSET PURLIN • INSTALL HEADER P53, CP5 4 - Bolt header to jambs (SEE ILLUS. 86). Check plumb and RAKE ANGLE OR CP55 (FOR INSET square of frame and tighten all bolts. OF 4 ") ATTACH GIRTS ENDWALL BEAM JAMB CLIP FIELD DRILL CP58, CP69 Attach jamb angle to girt by field drilling 9/16" 0 holes and 8/18" 0 HOLE OR CP80 (FOR INSET bolt with 1/2" x 1 -1/4" hex bolts. x. .�, OF 5") Place jamb clamp angle on the inside of jamb and bolt to 1/2" DIA BOLT - JAMB jamb angle with 1/2" x 1 -1/4" hex bolts. Position girt and tighten bolts clamping girt into position ILLUS. 90a (SEE ILLUS. 87). F -17085 M C Rev. 3 -22 -94 • 'K ,M: B E H LE FRAME BUILDING ERECTION GUIDE Behien Mfg.Co. 0 Box 569 TITLE . Columbus, Nebraska 68601 ..I .... ..................9 ACCESSORIES TORSION SPRING MOUNTING CHANNEL FRAMED OPENING W /DOOR— GENERAL ATTACH CHANNEL TO UPPER SUPPORTING MEMBER Framed opening with an overhead door may require After checking for plumb of channels, attach channel a torsion spring mounting assembly above the assembly to girts, cave struts or endwall beams having opening at center of door. an inset less than 12 inches by field drilling 9/16" 0 TORSION SPRING MOUNTING holes in upper member and securing with a jamb clip, ASSEMBLY using 1/2" x 1 -1/4" hex bolts. (SEE ILLUS. 94). Z — EXTENSION GIRT { _ .^ _ A I I A _ ! _ AL__ .1 3.7/8 "MAX FOR 8" GIRT / i --- 4 -3/4 "MAX FOR 10" GIRT , HEADER.---* HEADER 1 /� n 0 1 1 1 _ x - 1/2" x 1 1/4" HEX BOLT 1 I JAMB-0 w W —JAMB JAMB CLIP 1 1 x 1 CP9 FOR 8" JAMB 1 CP28 FOR 10" JAMB WIDTH . 1 L WIDTH •1 ILLUS. 91 CHANNEL CUTTING CHANNELS Field cut channels to a length that will fit between —FLAT BOTTOM SLOPED BOTTOM upper and lower supporting members. EAVE STRUT SAVE STRUT INSET LESS THAN 12" CHANNEL ASSEMBLY Attach (2) channels together with #12 x 1" structural screws at 12" ctrs. as shown in SECTION A - 1/2" x l 1/4" -BEAM r -• 8" OR 10"1 i BOLT (TYP.) _ I CP28 OR CP28 OR T - L- T CP9 CP9 3 7/8" MAX FOR CLIP CP9 i t J - 1 I. J lal T 0C6RP0720A STRUCTURAL 4 3/4" MAX FOR CLIP CP28 1-1/2" MAX. OR 0C4RP0720A CHANNEL SCREW T ® I 1 i 1 , "'1 -T 1 1 1 � (TYP) JAMB CLIP , 1 i L . , 1 ! LP _ : 1 � SECTION A -A CP9 FOR 8" JAMB I 1 1 1 , 1 ' t CP28 FOR 10" JAMB ' ' LOCATING CHANNEL ASSEMBLY ILLUS. 94 3 7/8" MAX FOR CLIP CP9 Place the channel assembly at the center of door 4 3/4" MAX FOR CLIP CP28 opening. Position the 8 inch wide web to the inside for attachment of door hardware. When attaching to an end wall beam having an inset ATTACH CHANNELS TO LOWER SUPPORTING MEMBER greater than 12 inches, use a jamb brace angle. (SEE A ILLUS. 95). Field cut angle to correct length when Attach channel assembly to a header with 1/2" x required. . 1 1/4" bolts, a jamb clamp angle and a jamb angle. • (SEE ILLUS. 92) or to a girt by field drilling 9/16 0 INSET GREATER ` THAN 12" y r 1 ; JAMB ANGLE i 1 ' i �- 8" HEADER 1 - CHANNELS JAMB BRACE BEAM -0- ILLUS. 92 I 1 1 AG32 FOR I i � ANGLE AG26 I I I - - - _ I , 1 10" HEADER I I 1/2" /2" x 1 1 /4" -': Q 1 0" I i � i ®I - � : A BOLT ID u r i" 1 _ 1 " MAX. -• JAMB CLIP CP9 FOR 8" � p 1 1-7/8" MAX FOR 8" GIRT 4.3/4" MAX FOR 10" GIRT - JAMB CP28 FOR 10" JAMB 1 , II JAMB CLAMP HEADER - -0—GIRT 1 1 1/2" x 1 1/4" ANGLE AG9 FOR 8" HEADER ILLUS. 93 " CHANNEL• 1 HEX BOLT AG31 FOR 10" HEADER holes in the girt and connecting with a jamb clip. ILLUS. 95 (SEE ILLUS,93) . F- 17857MB 39 6.15 -95 ®M B E H LE N FRAME BUILDING ERECTION GUIDE W • Bohlen MIg.Co, • Box 569 M R A TITLE (o Columbus, Nebraska 68601 M ACCESSORIES FRAMED OPENING TRIM & CUTTING WALL PANELS INSTALL JAMB TRIM (ADP -2 WALL) Field cut panels above the opening as shown in Position jamb trim stiffener as shown in ILLUS. 98 . ILLUS. 96. and attach with structural screws. Notch panels to allow drip cap to cover trim (SEE Attach jamb trim to jamb with structural screws and • , ILLUS. 99), to jamb trim stiffener with blind rivets. Lap jamb • trim 2" when required. Field cut panels at sides as shown in ILLUS. 97 for " ' • ADP -1 walls or ILLUS. 98 for ADP -2 walls. (r��� INSTALL (OPTIONAL) JAMB /HEADER COVER STRUCTURAL -. i' SCREW Position trim as shown in I LLUS 96, 97 or 98 @ 24" STRUCTURAL SCREW and attach with structural screws, CTRS. (SPACED @ 24" CENTERS) INSTALL DRIP CAP JAMB — Position drip cap and closure* as shown in ILLUS. 96 OPTIONAL and attach to header with structural screws at a JAMB/ TW -15 or TW23 JAMB TRIM pattern shown in ILLUS. 28. HEADER COVER STIFFENER TW 18 FOR . ��i�3� i !�i.iD��� • iiiii Lap ends of drip cap 2". 8' JAMBS � .�. �� � � ,.......4 TW 19 FOR 0 •� • ��,`����� QQ ��i • .........4 10" JAMBS I i�����i i • i • •• * i1�.�i.V... 4 ADP• 1 OR PANEL tgi::i .: • - 4�: ��440i�itititi.•!•!•!i!.t.t 1�•Al AD P•2 \ -� t' : i i i TW -16 or TW -24 \\ e- ' - . \ % .4 . 4 4 :4t4 JAMB TRIM ` y � 6 ,• + : .*' BLIND RIVET , STRUCTURAL SCREW @ 24" CTRS. I ADP -2 WALL • `CLOSURE � 2'b" 1 ILLUS. 98 WIDTH 6" TO 12" STRUCTURAL SCREW r @ 24" CENTERS y l HEADER 11/2" L TW21, TW13 or TW -14 OPTIONAL JAMB /HEADER COVER HEIGHT DRIP CAP TW18 FOR 8" HEADER a ILLUS. 96 TW19 FOR 10" HEADER INSTALL JAMB TRIM (ADP -1 WALL) Position jamb trim stiffener as shown in I LLUS. 97 NOTCH 3" and attach with structural screws. ---{ Attach jamb trim to jamb with structural screws and I PANEL to the jamb trim stiffener with blind rivets. Lap jamb trim 2" when required. . NOTCH STRUCTURAL Q SCREW @24� ti FACE OF JAMB • CENTERS STRUCTURAL SCREW ILLUS. 99 . JAMB — (SPACED @ 24" CENTERS) + JAMB /HEADER COVER I , (OPTIONAL) TW15 or TW-23 JAMB TRIM STIFFENERS TW -18 FOR 8" .��f�•w-v�.1�v�4 JAMBS .�i��� , , �QD ,, .t ;'•- 4 • ;j-*;s, i c i i *- • • .i i - i` JAMBS R 10" " •;•j• - •: i i • * i∎ - i * * * * •:•:•.•.•.+ ♦.�..:. :.:•....4. TW -16 or TW _ 24 �� JAMB TRIM— BLIND — 1" MIN. _I RIVET @ et. ADP -1 WALL *Non - insulated bldgs. only. 2" MAX. 24" CTRS. ' ILLUS. 97 , WIDTH ). • 6" TO 12" 12.15.92 " - F•15314ME 40 Rev. 8.23.93 "5 IIM B E H LE TITLE FRAME BUILDING ERECTION GUIDE lyie Behlen Mfg.Co. • Box 569 MLAMR ACCESSORIES Cnlumbus, Nebraska 68601 HORIZONTAL SLIDE WINDOW ct• I PANEL LAP q- GE NERAL , - - N . •• • Window may be installed after wall sheeting is 1 � • completed. 6.5/8 ". — ROUGH OPENING- -- - - -- - 6.5/B" SINGLE CUTTING INSULATION .- - - -.- — 4'•0 ^.5'•0 "OR T•0 SINGLE Cut an opening 2" smaller than rough opening (See •- 6.1/4"• - -- - ROUGH OPENING- ---16.1/4" DOUBLE Table F). Peel back and remove 2" of insulation, 1 leaving the facing intact. Fold facing over prior to 7'.0" 9'•0" OR 10'40" pOUBLE installing window. ADP-1 WALL c. CUTTING THE PANEL cL 1 PANEL LAP Cut the rough opening in the wall (See Table F and '. --J IIIus.100). 1 INSTALLING THE WINDOW 5/8"•_ ROUGH OPENING •- -5 /8" SINGLE Insert the straight fins along each side of window by SINGLE sliding in from the top of window until flush with 3'• ". OR 6'•0" top of head fin. 1/4 "• 11 ROUGH OPENING .1 ... DOUBLE 0 %0 ". 7'.0" OR 8'•0 ,--,, DOUBLE Install window from inside by setting sill over bottom ADP -2 WALL I LLUS.100 panel and tilting into vertical position (See Illus. 1(n). Raise window up 1/4" or until window head contacts SINGLE TABLE F DOUBLE the top panel. Attach with stitch screws at top of SIZE ROUGH OPENING ROUGH OPENING i window (see patterns - ILLUS. 28), and along sides. 3030 2.10 3/4 x 3'.0 1/4" _ 6'•11 1/2" x 3' -0 1/4" at 12" centers. 4030 3-10 3/4 x 3'•0 1/4" 7'.11 1/2" x 3' -0 1/4" 6030 _ 6.10 3/4 x 3'40 1/4" 11'•11 1/2" x 3' -0 1/4" Install inside closures' at sill and attach window to STRAIGHT FIN STITCH panel with stitch screws (see patterns • ILLUS. 28). 3008081— SCREW @12" CTRS. fry • • „.• // • r: ti: INSTALLING MULLION BETWEEN WINDOWS -' 0":::%.:: : fQ WINDOW Secure the (2) overlapping fins with (3) equally GUN GRADE spaced stitch screws. Position a window mullion flat MASTIC I SEE ILLU102 i S.). using the JAMB TRIM— between the windows -- -_; ( g th 3�J�J8002 i/8 WINDOW holes in the flat as a guide, pre -drill fins and install AD , ' - ( WIDTH - #8 x 2 1/2" screws. When positioning the next flat, Cr6 /8' OPENING rotate so that the vertical spacing of screws will be JAMB • ADP -1 WALL STITCH different. SCREW STRAIGHT FIN @ 12" CTRS., Apply gun grade mastic 3288 -023 at top and sides 3998 081 jamb trims along sides by snap- r ; fi'3Fti, �,. WINDOW of window. Attach J g Y p- �'r r ,. L 4 ping into place. x 2 1 /2" SCREW ,, WINDOW MULLION FLAT ADP•2PANEL I WINDOW / 1/8 "'—� I-- WIDTH— (3) STITCH SCREW MT 263 MB GUN GRADE MASTIC J/ ,......--.1 JAMB TRIM 5/8" — RENINO ti -._ _,... RO UGH 3998 082 OPENING r--a T— L... OPENING WINDOW JAMB • ADP•2 WALL y � r i I 1 _ :OA ,r._� .•, _ STITCH PANEL : 1 WINDOW % ., _IH 21/4'- IF»1 /4- WINDOW 1/ 4 " 1 SCREW 'CLOSURE ':'• .:,..0 —H 8 x 2W' SCREW k4.4:4. GUN GRADE fi MULLION PANEL ','ti�r°C,,�.• MASTIC I- JSCIREW ILLUS.102 ' SILL -- WINDOW RO *Non- insulated bldgs. only. OPENING ILLUS.101 HEADER P.' C 41 , 2.1F '1/ I =BEHLEN FRAME BUILDING ERECTION GUIDE IW BellIen Mfg.Co. +Box 569 TITLE ACCESSORIES Columbus. Nebraska 68601.M.R ROUGH FRAMED OPENING WITH SILL (CUTS GIRT AT 7' -4" ELEV.) FRAMED OPENINGS — GENERAL 'Framed openings are installed as a part of the struc- • tural framing prior to sheeting the walls. All frames ordered as field located will require field cutting of girts and sheeting. FRAMED OPENING TRIM & CUTTING WALL. PANELS Field cut panels above the opening (SEE ILLUS. 96). ' Notch panels to allow drip cap to cover. trim (SEE .Z �` --GIRT OR EAVE STRUT . ILLUS. 99). C : \\ ( Field cut panels at sides as shown in ILLUS. 97 for )7 — HEADER J ADP -1 walls or ILLUS. 98 for ADP -2 walls.. ALT. DETAIL I INSTALL DRIP CAP WHEN REG.!). " ° Position drip cap and closure* as shown in ILLUS. 96 _,y1_ - JAMB z x .. and attach to header with structural screws in a GIRT — a pattern as shown in ILLUS. 28. Ire OPENING WIDTH ° w z Lap ends of drip cap 2 ". INSTALL TRIM AT SILL, h . Position trim and closure* as shown in ILLUS.105. ALT. DETAIL \ SILL GIRT OR >> " WHEN RECt'D, and attach to wall panel 1/8 blind rivets at 12 ctrs. FLOOR for ADP -1 walls or 6" ctrs. on ADP -2 walls. f ILLUS. 103 BLIND RIVET OR LOCATING FRAMED OPENING TM -11 TRIM STRUCTURAL SCREW Locate the opening so that the jamb face falls a RIVETIND @ 24" cTRS. minimum of 6" to an opening maximum of 12" ----1 i� SILL from the centerline of a major panel rib. r "CLOSURE SET JAMB I Attach jamb clips to both ends of jamb. After ADP -1 OR ADP•2 checking for plumb and square, field drill 9/16" Q WALL PANEL holes in girt or eave strut and bolt. (SEE ILLUS. 85). � If jamb sets on concrete floor, SEE ILLUS. 104. :1: :: •$44. ► :4ii : i:. • 0 ••• ••• ILLUS. 105, 1 I JAMB �i�i : KV 1/2" OBOLT 1 I ILLUS. 104 STRUCTURAL SCREW ir - - - — � JAMB CLIP • ' CP•9 FOR 8" JAMBS 1/2" 0 DRILLED -IN , CP -28 FOR 10" JAMBS ANCHOR NOT BY FLOOR BLDG. MFR. INSTALL JAMB TRIM (ADP -1 WALL) - INSTALL HEADER AND SILL Position jamb trim stiffener as shown in ILLUS. 97 , • Field drill 9/16" dia. holes and bolt heade and and attach with structural screws. sill to jambs (SEE I LLUS. 86). Check plumb and Attach jamb trim to jamb with structural screws and square of frame and tighten all bolts, to the jamb trim stiffener with blind rivets. Lap jamb ATTACH GI RTS trim 2" when required. Attach jamb angle to girt by field drilling 9/16" 0 INSTALL JAMB TRIM (ADP-2 WALL) holes and bolt with 1/2" x 11/4" hex bolts. Position jamb trim stiffener as shown in ILLUS. 98 Place jamb clamp angle on the inside of jamb and and attach with structural screws. bolt to jamb angle with 1/2" x 11/4" hex bolts. Attach jamb trim to jamb with structural screws and Position girt and tighten bolts clamping girt into to jamb trim stiffener with blind rivets. Lap jamb position ( SEE I LLUS. 87). trim 2" when required. *Non- insulated buildings only, F- 17086MF 42 6 - 15 - 95 • •x �= BE LE FRAME BUILDING ERECTION GUIDE ye Bohlen Mfg, Co, • Box 569 T ACCESSORIES . Columbus, Nebraska 68601 iil+l ®,.M„9 ROUGH FRAMED OPENING WITH SILL (BELOW GIRT AT 7' -4" ELEV.) . FRAMED OPENINGS - GENERAL GIRT HEADER Framed openings are installed as a part of the structural framing prior to sheeting the walls. 2 • All frames ordered as field located will require field - - - -- — cutting of girts and sheeting. -4 — — - fr - T 2 1 GIRT [ HEADER JAMB CLAMP CLIP „' -r ANG CLAMP LE CP22 FOR 8"JAMB I I AG9 FOR 8 "JAMB 7'2" CP30 FOR 10" JAMB AG31 FOR 10" JAMB Ti j # I JAMB CLAMP 1 • � .. —JAMB CLIP JAMB 1 I JAMB - CLAMP 1 7'2" OPENING WIDTH . s_5� _ - ALT DETAIL SILL 7'-‘1" WHEN REQ'D GIRT } `1 HEIGHT ILLUS.107 II SILL HEIGHT HEIGHT OPENING WIDTH —JAMB I' CLIP — BASE ANGLE GIRT . - HEADER JLLUS.106 STRUCTURAL SCREW (2 PER PIECE) I 2" Framed opening size, sill height, and part numbers for i ` -- jambs, sill and header will be found on the job erection o •f mbslsil JAMB CLAMP CUP 7 ,. a " LOCATING FRAMED OPENING 1fz"ra BOLT 7' Locate the opening so that the jamb face falls a minimum of 6" to an opening maximum of 12" from the centerline of a major panel rib. JAMB STRUCTURAL INSTALL HEADER SCREW (3 PER Locate header as shown in ILLUS.107 Attach header to END) ILLUS.108 • girt with structural screws (2 per piece). (SEE ILLUS.108) • ATTACH CLIPS TO JAMB INSTALL SILL Place jamb clamp angle on the inside of jamb and bolt to Field drill 9/16" 0 holes and bolt sill to jambs (SEE jamb clamp clip with 1/2" x 1 -1/4" hex bolts. ILLUS.86). Check plumb and square of frame and (SEE ILLUS.107) tighten all bolts. SET JAMB Attach jamb clip to bottom end of jambs. (SEE ILLUS.104) . Field cut panels and install trims as described on ATTACH JAMB AT TOP page 42. After checking for plumb and square, attach jamb clamp clip to header with structural screws (3 per end). (SEE ILLUS.108). . Anchor jamb clips to concrete floor with 1/2" 0 . drilled -in anchors (SEE ILLUS.104) • F. "n4 1!+.n 43 C " '•95 I BE H 1..E N FRAME BUILDING ERECTION GUIDE �• B.o. •Box 569 ---"�� TITLE P1• Columbus Mfg N 68601 MA.M114 CHECK LIST STRUCTURAL INSPECTION: (Before sheeting starts.) YES NO 1. Are all anchor bolts washered and properly nutted? 2. Is steel plumb and square? 3. Is all cable bracing installed correctly with necessary washers? 4. Does the base angle align properly with the concrete and girts7 5. Have all connections been made and bolted according to plans? 6. Are high strength bolts in place and tightened? 7. Are eave struts, main building, endwall and sidewall overhangs straight and level? 8. Are purlins and girts properly made up and in good alignment without rollover? 9. Have all component parts, flange braces, and cable bracing, as called for on erection drawings, been properly installed? 10. Is structural primer clean, with shop coat in good condition; have any erection. marks, burns and smoke been properly repainted? 11, Are headers and jambs plumb and square? SHEETING & TRIM: 1. Have roof and wall panels been properly aligned? 2, Have fasteners been overdriven? 3, Are any fasteners loose? 4. Are any fasteners missing? 5. Do panels or trim show ladder scratches or other field damage? 6. Are all field -cut panels cut clean and properly covered by trim? 7. Is all trim in place and closely fitted? 8. Is gutter straight; are all laps sealed and adequately fastened? 9, Are gutter ends in place, sealed and fastened with blind rivets? 10, Are blind rivets touched up properly? 11. Has roof been swept, gutters cleaned, roof and wall sheets cleaned of drill t� shavings before shavings rusted? 12. Have roof and wall sheets been cleaned of all erection markings? WEATHER SEALING: 1. Has sealant, when required, been properly installed and has the paper backing been removed? 2. Have all closure strips been installed? 3. Have skylights, roof vents, panel cuts at openings, windows, thresholds and any other points of possible leakage been carefully and neatly sealed with prescribed materials? Rev. 8 -23 -93 1 F- 11551MC . 44 12.1.88 I BEHLEN FRAME BUILDING ERECTION GUIDE V e Behlen Mfg. Co. • Box 569 TITLE r Columbus, Nebraska 68601 M.,•.•.• «.,•.., „,...: „. CHECK LIST . F•11652MA 45 5.2.83 .. ., .. eM LE N' FRAME BUILDING ERECTION GUIDE TITLE Bohlen q MAN -HOUR CHARTS ® CoIumbuslumbus, Nebraska 68686 01 %••, -.,.• To use the man -hour charts on the following pages, the building has been separated into the following units: • 1. Roof a. Panels b. Ridge cap c. Purlins iti s Eave strut e. Screws and closures 2. Main Frames a. Rafters b. Columns c. Flange braces 3. Beam and Column Endwall Frames a. Endwall beam b. Flange braces c. Corner columns 4. Endwalls a. Panels b. Girts c. Endwall columns d. Rake angle e. Rake trim f. Screws and sealant 5. Cable Bracing a. Cable for roof b. Cable for walls 6. Sidewall a. Panels b. Girts c, Base angle d. Base trim e. Screws and sealant 7. Gutter a. Gutter N. - b. Eave flashing c. Corner cap d, Outside corner box e. Coped flashing 8. Eave Trim a. Trim F•11553MB 46 12.1.88 1 . I BEHLEN FRAME BUILDING ERECTION GUIDE • } w Behlen.•Box569 WIWI TITLE M A N -HOUR CHARTS 1 Columbus, Nebraska 68601 ^'• ~' ^ -''' - ^'^'° ~� I (Clear Spans) BUILDING WIDTH 40' 50' 60' 70' 80' 100' 120' . - • ,1 1. Roof Units Basic 75' 94.0 111.0 128.9 158.0 175.0 209.0 264.0 Add -On 25' 26.0 29.0 33.0 42.0 46.0 54.0 70.0 Basic 60' 85.0 99.0 113.0 140.0. 151.0 184.0 232.0 Add•On 20' 22.0 25.0 28.0 36.0 38.0 46.0 59.0 3 2. Main Frames 10' Eaves 3.0 3.2 3.3 - - - - - - - - ---- ---- 1 2' Eaves 3.0 3.2 3.3 3.5 3.6 4.0 5.0 14' Eaves 3.2 3.4 3.5 3.7 3.8 4.2 5.2 16' Eaves 3.5 3.7 3.8 4.Q 4.1 4.5 5.5 20' Eaves 3.7 3.9 4.0 4.2 4.3 4.7 5.7 26' Eaves - • - : - - - • 4.2 4.4 4.5 4.9 5.9 ,4 3. Beam and Column Endwall Frames 10' - 14' Eaves 5.0 5.0 5.0 5.0 5.7 6.3 7.0 16' - 20' Eaves 6.2 6.2 6.2 6.2 6.9 7.5 8,2 26' Eaves - - - - - - - - 7.2 7.2 7.9 8.5 9.2 4. Endwalls 10' Eaves 13.0 15.0 16.0 - - - - - - - - - - - - - --- 12' Eaves 15.0 17.0 19.0 26.0 29.0 37.0 45.0 14' Eaves 17.0 19.0 22.0 29.0 31.0 40.0 49.0 1 16' Eaves 21.0 23.0 26.0 33.0 36.0 46.0 55.0 20' Eaves 24.0 28.0 32.0 41.0 44.0 54.0 63.0 26' Eaves 32.0 36.0 40.0 48.0 52.0 62.0 71.0 '° 5. Cable Bracing , 10' - 14' Eaves 9.0 9.0 9.0 9.0 10.0 10.0 14.0 • 16' - 20' Eaves 11.0 11.0 11.0 11.0 12.0 12.0 16.0 26' Eaves - - -- - - • - 13.0 13.0 14.0 14.0 19.0 6. Sidewalls 25' 10' Eaves 8.4 8.4 8.4 8.4 8.4 8.4 8.4 12' Eaves 10.0 10.0 10.0 10.0 10.0 10.0 10.0 14' Eaves 12.4 12.4 12.4 12.4 12.4 12.4 12.4 16' Eaves 14.4 14.4 14.4 14.4 14.4 14.4 14.4 20' Eaves 18.8 18.8 18.8 18.8 18.8 18.8 18.8 t, 26' Eaves 25.4 25.4 25.4 25.4 25.4 25.4 25.4 Sidewalls 20' - 10' Eaves 7.0 7.0 7.0 7.0 7.0 7.0 7.0 ' 12' Eaves 8.4 8.4 8.4 8.4 8.4 8.4 8.4 14' Eaves 10.0 10.0 10.0 10.0 10.0 10.0 10.0 16' Eaves 12.0 12.0 12.0 12.0 12.0 12.0 • 12.0 20' Eaves 16.4 16.4 16.4 16.4 16.4 16.4 16.4 26' Eaves 24.4 24.4 24.4 24.4 24.4 24.4 24,4 • 7. Gutter 25' 2.5 2.5 2.5 2.5 2.5 2.5 2.5 20' 2.0 2.0 2.0 2.0 2.0 2.0 2.0 8. Eave Trim 25' 1.7 1.7 1.7 1.7 1.7 1.7 1.7 20' •1.5 1.5 1.5 1.5 1.5 1.5 1.5 , F-11555MA 47 5.2.83 III=BEHLEN. FRAME BUILDING ERECTION GUIDE Behlen Mfg. Co. s Box 569 �-'- TITLE Columbus, Nebraska 68601 "I MAN -HOUR CHARTS (Modular Frame Buildings) BUILDING WIDTH 80' 100' 120' 150' 160' 180' 200' 240' 250' 300' , 1. Roof Units Basic 76' 175.0 209.0 264.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Basic 176' - - - - - - - - - - - - 673.0 710.0 806.0 879.0 - - - - - - - - - - - - Basic 276' - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1584.0 1638.0 1972.0 Add -On 25' 46.0 54.0 70.0 86.0 91.0 103.0 112.0 134.0 138.0 167.0 Basic 61' 151.0 184.0 232.0 - - - - - - - - - - - - - - -- - - -- - - - - - - - - Basic 141' - - - - - - - - - - -- 577.0 608.0 692.0 752.0 - - - - - - - - - - - - , Basic 221' - - -- • - -- - - -- - - - - - - - - - - - - - - - - 1246.0 1390.0 1668.0 Add -On 20' 38.0 46.0 59.0 73.0 77.0 87.0 94.0 112.0 116.0 139.0 2. Main Frames 12' Eaves 3.6 4.0 5.0 8.0 9.0 12.0 14.0 18.0 20.0 25.0 14' Eaves 3.8 4.2 5.2 8.2 9.2 12.2 14.2 18.2 20.2 25.2 16' Eaves 4.1 4.5 5.5 8.5 9.5 12.5 14.5 18.5 20.5 25.5 20' Eaves 4.3 4.7 5.7 8.7 9.7 12.7 14.7 18.7 20.7 25.7 24' Eaves 4,5 4.9 5.9 8.9 9,9 .12.9 14.9 18.9 20.9 25.9 Interior Columns 12' Eaves .8 .8 .8 .8 .7 .7 .7 .7 .7 .7 14' Eaves .9 .9 .9 .9 .8 .8 .8 ,.8 .8 .8 16' Eaves 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 20' Eaves 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1,2 1.2 1.2 24' Eaves 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 3. Beam and Column Endwall Frames 12' - 14' Eaves 5.7 6.3 7.0 9.0 10.0 13.0 15.0 19.0 21.0 26.0 16' - 20' Eaves 6.9 7.5 8.2 10.2 11.2 14.2 16.2 20.2 22.2 27.2 24' Eaves 7.9 8.5 9.2 11.2 12.2 15.2 17.2 21.2 23.2 28.2 4, Endwalls 12' Eaves 29.0 37.0 45.0 55.0 59.0 67.0 78.0 94.0 .99.0 120.0 14' Eaves 31.0 40.0 49.0 60.0 63.0 71.0 83.0 99.0 105.0 128.0 16' Eaves 36.0 46.0 55.0 66.0 69.0 77.0 89.0 106.0 112.0 135.0 20' Eaves 44.0 54.0 63.0 74.0 77.0 86.0 100.0 121.0 128.0 156.0 24' Eaves 52.0 62.0 71.0 83.0 86.0 97.0 113.0 137.0 145.0 177.0 5. Cable Bracing 12' - 16' Eaves 10,0 10.0 14.0 20.0 20.0 22.0 23.0 25.0 26.0 46.0 20' Eaves 12.0 12.0 16.0 25.0 25.0 26.0 27.0 30.0 31.0 49.0 24' Eaves 14.0 14.0 19.0 30.0 30.0 31.0 32.0 49.0 51.0 54.0 6. Sidewalls 25' c, 12' Eaves 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 14' Eaves 12.4 12.4 12.4 12.4 12.4 12.4 12.4 12.4 12.4 12.4 16' Eaves 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 20' Eaves 18.8 18.8 18.8 18.8 18.8 18.8 18.8 18.8 18.8 18.8 24' Eaves 22.4 22.4 22.4 22.4 22.4 22.4 22.4 22.4 22.4 22.4 Sidewalls 20' 12', Eaves 8.4 8.4 8.4 8.4 8.4 8.4 8.4 8.4 8,4 8.4 14' Eaves 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 16' Eaves 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 20' Eaves 16.4 16.4 16.4 16.4 16.4 16.4 16.4 16.4 16.4 16.4 24' Eaves 22.4 22.4 22.4 22.4 22.4 22.4 22.4 22.4 22.4 22.4 F- 11556MA 48 5.2.83 • t yr_ I= BE H LE N FRAME BUILDING ERECTION GUIDE W � E3ehlen tdig.C •Box 569 M ®� � TITLE . Columbus Ne 68601 •"' `' " " " """"° -� MAN-HOUR C H A RTS I . I Single walk door and frame 6 0 Double walk door and frame 8 0 . s Panic hardware per door 3 0 f Framed openings 10' - 14' width ' 5 0 14' - 20' width 6 0 • 20' - 24' width 7 0 24' - 30' width 8.0 3030 wall louver 3 0 16" roof vent 2 5 9" ridge vent 10' long 4 0 Roof jacks 4 0 3' x 11' translucent panels .. 1 5 Windows (one panel) 2 0 Window (two panel) . 2 5 ` Installation of insulation , Roof , per 100 sq. ft. 1 20 Sidewalls 8' to 16' eave per 100 sq. ft. 1 35 16' to 26' eave per 100 sq. ft. 1 50 t *Endwalls 8' to 16' eave per 100 sq. ft. 1 40 16' to 26' eave per 100 sq. ft. 1 55 S. Endwall overhang 40' 50' 60' 70' 80' 100' 120' 3' Overhang 30.0 36,0 43.0 50.0 57.0 71.0 85.0 6' Overhang 43,0 52.0 62.0 72.0 83.0 104.0 125.0 Sidewall Overhang 3' w /soffit 3' w/o soffit 6' w /soffit 9' w/o soffit • Basic 75' 37.0 64.0 50.0 Basic 60' 30.0 51.0 40.0 Basic 50' 19.0 Add -On 25' 12.0 8.0 24.0 15.0 Add -On 20' 10.0 19.0 12,0 it Raised ridge cap kit Basic unit 50' 10.0 Add -On unit 25' 5.0 Slide doors with frames . • 14' to 16' width 36.0 20' to 24' width 44,0. 30' width 50.0 Unloading truck First truck 20.0 Each truck after first Toad 15.0 . . Travel time to jobsite Allow 1 man -hour per man for each 35 miles traveled *NOTE: Endwalls should be figured from ridge height to get total square feet. { t F- 11557MA 49 5.2.83 I- BE H LE N. FRAME BUILDING ERECTION GUIDE • Behlen Mfg. Co. • Box 569 M TITLE Columbus, Nebraska 68601 MAN -HOUR CHARTS The foreman holds the key to efficient erection, It is his responsibility to keep the crew productive from the time the steel is unloaded to the time of final inspection. To do this, the foreman should (1) Identify each part and store them in appropriate piles; (2) Make sure that each member of the crew has the necessary equipment; and (3) He must keep the material flowing to avoid downtime.The foreman cannot direct the • proper flow of material unless he knows the parts and plans his erection sequence. The new foreman can obtain the knowledge of the parts by studying the erection plans that the dealer makes ' up or Behlen supplies. A visit to an existing jobsite, especially during erection, is a good move. Even though the foreman can make or break a project other considerations must be made that will influence your total erection cost. The following is a list of these considerations: 1. Unload material ... keep in mind when unloading material that checking quantities with packing lists is extremely important. Also, proper layout of material on the jobsite is essential. The time that should be considered to unload the first truck is 20 man -hours and 15 man-hours for each truck thereafter. 2. Set-up time equipment. a. The time that should be considered to unload equipment and tools is 4 man-hours. b. The time that should be considered to set up scaffolding is 2 man- hours. c. The time that should be considered to the assembly of boom and jibs for motor crane is 10 man -hours (the cost of the operator of the crane should be added to the cost of erection; it is not included inman- hourschart). 3. Travel. a. Consider allowing 1 man -hour per man per day when crew travels more than 50 miles. b. If your crew will not be traveling back and forth from the jobsite, don't forget lodging and meals allowance. 4. Weather. a. The erector can usually anticipate lost time due to wind, rain, snow, etc. for a given area and season of the year. Using proven man -hours multiplied by average local labor rates will give more accurate erection costs than "Rule of Thumb" estimates based on so many cents per square foot of floor area, or so many dollars per ton of steel. Quoting unreliable estimates will lose sales and may end up in losing money in today's and tomorrow's competitive situations. (x Consideration of manhours will vary with any of the following items: 1. Poor concrete and anchor bolt placement. 2. Adverse weather. 3. Unfavorable site conditions which restrict the movement of workers or materials. 4. Room for storage of materials and making up of subassemblies. 5. Tie into existing building. 6. Field fabrications, modifications or corrections. Repair of parts. 7. Inexperienced personnel. 8. 'Unqualified leadership. 9. Unfavorable work attitudes. 10. Improper or insufficient tools or equipment. F- 11558MA 50 5.2.83 ,:+-, 5: ;,:,n .,...... ..,...,_:..,.- .,..._...,.,:..., .....,,...., ..,. ,. ...,.. ,, .., ,,.,+, �.e, ,.rv. ,.�. >n,.. .n.,.: >Y.:`;d:'li:.l`2tifhk. >27 yha». n• N.?'f.=,' il`...♦ a..., sr.:. c. e,.._ ro. n.. w....._........ ........................»..,.».....,......,.-..,..... ...........,.........,........, = BE FRAME BUILDING ERECTION GUIDE • Behlen Mfg.Co. •Box 5 69 TITLE • Columbus Nebra 6:601 M , B M R MAN -HOUR CHARTS RATES FOR ERECTION LABOR UNION NON -UNION • Builder to insert local labor rates Average hourly rate of pay (see example below) Insurance and Payroll Taxes Fringe Benefits, Welfare Fund, etc. HOURLY COST FOR ERECTION LABOR $ $ Example for determining average hourly rate of pay: 1 Foreman $10,00 per hour $10.00 (total) 4 Journeymen 6.00 ppr hour 24.00 1 Helper 3.50 per hour 3.50 TOTAL HOURLY WAGES $37.50 Average Hourly Rate $37,50 _ 6 = $ 6.25 Insurance and Payroll Taxes . .50 Welfare Fund .25 HOURLY COST FOR ERECTION LABOR $ 7.00 • L t F•11559MA 61 5.2.83 _._... .. ..... .......... .... .._.... �_.,_,-.......: m.,...•.., x. x „ ..w . ; , Pt!sa:zyyw;•„e......W , FRAME BUILDING ERECTION GUIDE X e • B hl Mo. • 589 M .- TITLE >C olu en mbus Box 89601 - ••- .•••••.•••••.•• MAN -HOUR CHARTS 80' x 100' x 16' Clear Span With: 4 - 16' x 12' framed opening 3 - 3068 walk doors and frames s . 4- 3'x4'windows 8 - translucent panels 2 - roof jacks gutter - 2 sides Job 60 miles from home (1) 1 basic roof unit 175.0 (1) 1 - add -on roof unit 46.0 (2) 3 - main frames 4.1 x 3 12.3 (3) 2 - beam and column endwall 6.9 x 2 13.8 (4) 2 - endwalls 36.0 x 2 72.0 (5) 1 - cable bracing 12.0 (6) 8 - sidewalls 14.4 x 8 115.2 (7) 8 - gutter 2.5 x 8 20.0 4 - 16' x 12' framed opening 6.0 x 4 24.0 3 - walk doors 6.0 x 3 18.0 4- 3'x4'windows 2.0 x 4 8.0 8 - translucent panels 1.5 x 8 12.0 2 -- roof jacks 4.0 x 2 8.0 Base man -hours 536.3 *Unload material 20 + 15 hours 35.0 *Set -up time Equipment (not including crane) 4.0 Scaffolding 2.0 Crane 10.0 *Weather 10% 536 x 10% 53.6 *Inexperienced crew 50% 536 50% 268.0 *Travel 14 days x 5 -man crew 70.0 TOTAL MAN -HOURS 978.9 "These allowances will vary from the base depending on the degree of severity of the condition. F -11561 MA 52 5.2.83 `:- _..... LPEC ECTIONS BY NOTE AN APPROVED TESTING AND ADMIN ISTERED AS DESCRIBED IN U.B.C.:SECTIOPjBfr-. 701 NEW BUILDING FOR NC MACHINERY CO. SATELLITE BUILDING AT POWER SYSTEMS DIVISION 17900 West Valley Highway t 1111 - 1 • - • . 11 Tukwila, Wash. BUILDING ADDRESS: 17900 West Valley highway FOR Tukwila, Wa. 98124 ENGINE TESTING WITH "DYNAMOMETER" OWNER: NC Machinery Co. DESIGN PROFESSIONALS. Building: Behlen Bui Ne g Systems. Tele: 406-564-3111 General Contractor Foundation: Clark Johnson Engineers Bellevue, Wa COBI CONSTRUCTION, LLC Tele: 206 -454 -7137 Tacoma, Wa. Plans Coordinator: John Pickering 206 756 - 5555 Tacoma, Wa Tele: 206-756-5555 CONTRACTOR: Cobi Construction, LLC 3225 N. 30th, St. Tacoma, Wa 98407 Tele: 206- 756 -5555 Fax: 206- 756 -5554 Wa. SL Contr. Ling COBICL AB p Fp \ \ : ZONING: M-P r. V1E 1°1 C E HpttlGp L N BUILDING DESCRIPTION: New building OTO Sp use t ft. . Mg\NC' Special use for testing trucks with "Dynamometer" � Q � p1g 1NG Type of Construction: 5N Building to be heated to 44 degrees only with Infra -red KV' \ �' heaters by "RaY-o-Vac ". Giv o f PN1$ 10 N I ZourA NG EXISTING BUILDING ON SITE 28,490 sq. 0., sprinkled, type SN construction. • (1Q,890 sf. of ma nlenance shop.) 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(z3 _ _ _ RIDGE r .� °"' / 21 ,.. - , r , .- 214' Ff1ic.I we:, • • SM O,c t NPR" MALL P1 Q _ J --- sQ� BVIi.T• P i2a�P a L/ II sLavd Il` g V C vaNw_ /- e 3 I- '41 �1 � I / } • • 4' V /LOCK _ - ° "F I / • / - Y I 1 u� _ M ¢ I ( ay. Q _ _ilia x / 6 FENCE • `• ;c�.,� E B *1I f4 CNP1 N LINK - 3Sfruw EAM1B$ t` . a i �-- .. 4 . Gw.Fe* fF•L CIVIb. A ) O. E.C. OF,-tw DECag 4� ' — ) e r o5cppei r c + > w ¢.X I" _I x Gi k - fl,xi,.. 1 1 - ( u ercoM S.oP OrcN __ .'5.1a•5.4� - 1 __�' _.• , 221.1 , _ I r im f xxo• »ce, . . �. . , l�l 1 - 1 I 1 I I ` ' 30 40 220 70 /a Y 24 - • , Pa.L-Ns PoK>+.KI, ur! T10. .F•. ,..,NE I Q • • 1 .221 . 0 I N 4 y� :.L i A,. O Q 1 "4, ... Ai /PAP. dTS e - • OOO.L naZM F++. N } F� C,FY fait+�q a. 14 I C. I NO rx.oeB BOBAtt2 - TMAN I: ZO I „ . • €:,,,,,_43 RO 4-0:14- - . . . 0) — q p These plans have been reviewed by the Public S I 1 L N I i t 4�� Works stannda Accepa conformance act to errors RECEIVED • and omissions which do not authorize violations of NOV 9 1955 adopted standards ordinances. The responsibility TUKWILA • for the adequacy of the design rests totally with PUBLIC WORKS the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of RECErveo revised drawings for subsequent approval. CITY oP TuNwIIA Final acceptance is subject to field inspection by NOV 9 9 1995 the Public Works ulililfe inspector. PERMIT CENTER Date: 2 /08 /4f By ''''' cz/ P )9s -o3s�2 /17 ' " 41'0 4 /eo" 1 , 1 4-3A3 4 3' 1 -1,-- 9'42 4 ,,.8 , \ • - - cF - - ., L G. . ..„- - - ,„ .. < g,, .(,,, / i /2 7" z._6,...4_ /„.26 ,.2._•16.,.i._.,-42--. 41 ,,( • 44,,,, t-4- ,^ T 7' a'' 0 7 ,, 4, stype /0" 1,, 11..i 0,,,„! t„ _ ------6 8 — ' 42r- V""V ------ ' c, 3' 51 — /A" 4 - /3%0" re I _Ar V7 _ _ _ __, 5 0•0" . (- ,., F ,. (2 p,i I I , i ' - c t e 2' l't 7, / 4' 1111 1. I i 1 Li ....,. c..,, , :, 4'4 ii /e . I i cr,,'/q _ 4 '6" + /4 ' - 5 -2a16 1 I • 1 ---- 1 : 5,8,"1 41'4" I g 1 //- I i 1 , - 1. \ — 7' I f?., 5'?" 55" 9'47 _r T ‘r ••. I, -4;73 '3' L- 1 4.,..-. 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F - -- 7 , o ., x. _ ._ /0' _ l.__ ___.1 2' -�" __. /p' _. N . — �o'o" - 54'o" .l, 4...) c S f 4 /Gd4 l/j n 5c•(.. / /' .�u7 Jo rivH 1 I I 1 t3 ' E 23 e. a �3 I tale c e I /9' x i6' 1 1 o „., -4<ed I i I ' 1 I i I I Ii nF kr- -,Cero« I ' 3 xa I \ // 30'U" 5q' pvPR13 199 ,\ M\ G 43/ ��e d47 / ' yo G�4'T' /arm: -. . ,D C") c:. 0 - ,-,===. (:), 3 . - ia_ PAL STRUCTURAL ROTES 0 ^ ( Y , 1 0 (The fallowing eppty unless shown otherwise. on the plans:. 54 _QO ® 1 ALL FOUNDATION DESIGN IN ACCORDANCE WITH UNIFORM BUILDING. CODE. C1R94 ED1 IP ROOF LIVE LOAD 25 Per WOW FOO TING: I 2. DESIGN LOADS: j - -FIELD VP.PIFY 14' -O ¢ =2'" I 4' -2' ?..-Lo. 4'-2 224'01? ' # 5 n 2� 1 "O HAIR RN ROOF LIVE LOAD 100 PEP DIMETI51ON5 I Y I NVe'4 - a 10'b• EVJ. 7 I A00 U1JD ANCMO2 SOL'6 MIND LOAD 80 RPN.' 'BAP09URE "C^ I (TP AT N Y 12 LOC 'OS) SEISMIC ZONE ZONE 3 � '. (4-TOTAL) ..11111) '_ ALLOWABLE SOIL BEARIW 2,000 PS! ASSUMED (CONTRACTOR VERIFY) D N� 41e - _ _ I4'S1 / - - - 3. ALL FOOTINGS TO BEAR ON UNYIELDING 1101711. ly OA ENGINEERED PILL. P Fl 1 T PW' °y r - - -- � r --- 1,1 LI R VAS o- \ FOR ANCHOR ¢ao LTS '0 4. FILL IF REQUIRED, TO ee IPL�ICeD IN MAX/1•104 S^ LOOSE Urn ARD COMPACTED TO MIRINHN WY DRY DOSx¢P 3Y 1 \I I $ 8 I v � see iJ ETAIL 155 I ACCORDAICE WITH ASIA D- 1551 -64T (AASXO- TURN)• THE PILL MATERIAL SHALL BE A CLMM MIXTURE or WO y Q" . 1 AND METAL $LIII.DING GRAVEL WITH 64 OR LESS PASSING THE 200 5CREBN. NO ORGANIC MATER/AL WILL BE ALLOW!°. * g . 5. , J`IM /� 6O o _ „�. MANU F AOTJReces DW/e5 5 CONCRETE f'e • . 2,000 PS� At 25 DAYS. 51 Mal /i- LACKS /CUBIC YARD NININOM. • _ , '�11AM LAP ALL SMB MINIMU O[ 19 1ST CORNETS, r'.+ P • 0- � _ ..._ I . �� . r� - • II .1 51M .1U81 4 6. LAP ALL REINIORCING CO PROTECTION FOR REINFOR BAA� M�NIMUN OF 76 � • .y W j , I I I 5.20' -O.. • O' 9 I I V II -- � I LAP w /HA!4 PINS A. CONCRETE DEPOSZTEb AGAINST GROUND 3 ^. ii • - 0 i 1 I I 4 ,, .-.-.� y� 4 I �- TT OA L; 0. CONCRETE EXPOSED TO WEATHER OR AGAINST GROUND WIER REMOVAL OF FORMS 2 ^. Q.. + ' • • 11451 : I 1. • FOVNDATION9 MUST BE 9!l001W, LEVEL AND sf�DARE, TOP TO NAVE TROWEL FINISH. ANCHOR BOLTS PAST BE SET MITN �,_ • > • • 1 • I I NAN TEMPLATE. DO NOT D SET, ' 1 • V II I� T - F OOTING- (.i • Y • -- - , ` E ALL REINFORCING STE TC'CONFORM TO AS A6 GRADE 90. MELDED MIRE MESH TO CONWAY: TO ASIR -A165) ��� \J- _ / \ .. '�O w 2�I0 " 24 J/ b 4 _! 10• °�. E:.N. or MESH SPLICES,LAP ME le AT ALL SIDES AND ENDS. � o P • �_ �� / / V V 9. ALL BOLTS NOT FURNISHED BY METAL BUILDING MANUThCl'i1RER TO CONFOMP4 TO ASTM 7.36. h 4 . . i t S IM 1 L A2 TO 13 S 1 • 30. ALL M NISCELLEOUS STEEL BY NOT FURNISHED THE METAL WILDING MANUFACTURER TO CONFORM TO ATM A36, P't • M [S ' 36,000 PSI. ; 6J 9 9 2- 4 O" \ r, !:01 I ' , ;. SLAB .46,. Cwisp ,. a MESH 11. ALL MELDING SHALL CONFORM TO THE PROVx51 }OHS OF THE CODE FOR WELDING IN BUILDING CONSTRUCTION, A.W1S, h P ,; t 1451 IO�61 D 1.0 -65 OF THE AMERICAN WELDING SOCIETY, EXCEPT WHERE oTH!RwrsE INDICATED ON TEE STRUCTURAL DRMINOB �. C CIAGONAL AT - / ® ON �o' C OMPACTED GF' ANULA� EA: OR THE SPECIFICATIONS. It SA MJ.SH It ini. A? S?LI,:ES I j 2 IN S..4.. ? SNDS AND SIDES. ALL WELDING SNAIL BE PEiFORMED BY MELD CERTIFIED IN ACCORDANCE MITA THE AMERICAN WELDING SOCIETY. . , EA•SIDE 0 F FIT A \ 12. PREFABRICATED METAL EOILDIPIG WORKING DTIII•!IIGB AND COIOOTATIONS SHALL BEAR TSE DTAI• OF A Tbl0W• • Tye. 4- SIDES. ) TRUC SERVICE F.1 (Ex151 ENGINEER REGISTERED IN THE .STATE OF WASBaswav$ AND SHALL BE SUBMITTED TO SHE WILDING 17BPAAT11100 !fill • APPROVAL PRIOR TO ISSUING PERMITS SEE MANIJFACTuczees owa,0,. II F OUNDATION PLAN 13. CONTMCTOR AND OWNER SHALL VERIFY ALL COFDITIONS AND 0I SPlOO NS IN THE FIELD PRDOl1 To OOW'fTI CTiod. 14. METAL WILDING MANUFACTtlREA SHALL SUPERVISE THIS METAL SDILCING DURING: PNNNrmcTDYI DeoIVSAY, BR1 , • NOTES. STORAGE AND ERECTION IN ACCORDANCE WITMPITS WRITTEN INSTROCOTONS. SUWIT FINAL ISTIS[ACroRY *Arno SPECIAL INSPECTION REPORT FOR STEEL ERECTION TO: BUILDING DEPARTMENT, OWNER, ASST STRUCTURAL SNGT1SWIl AT I. • FOe oIMEN51onl NOT 51-lOW J SEE METAL COMPLETION or THE SOS. BUILDING MANUT•AC DRAWINGS. 15, FOR TRUCK SERVICE PIT SEE MANUFACTURER'S � r2A.WINGS. 2. Foe ANCHOe P.SOL T /J INIMUM SIZES SE.E DETAIL IF.SI. _ ._ O it 16 • WelDING SHAH Be: DONE L AW 1 Ey A WABO OoR.TIPIea WeIDeRS TNsee:am We1DIMG 90 DANE oNTf4 eu1LDING. -- - � I7. SpceIAL NSPecT10N OF AI/ N1yN StRe1VoTH Soll."4 PeR, Sealow I'/ol• 5 V ell a J 0 V DIAMETER LENGTH oa,,„2C'-Q" eoEJ REePA f /2�- --' ILD�� 'F-EA.ND Of EA. KIGI1D FeAM.E. W I I" TNIuSI � IJ T/6 Ido A.FS 0 d I'- q ,, U m o t.. E , Z r, r 4 400NT. T. k. e. pLAN lake _ p LI F IJIS FLOG? 6 o , . e; LC)NCi A ELD B AR 7 I ,�- - - - -- _ TO ANCHOR BOLTS =4 N ' . / FINISH I f 3 GFZADE m -1 s• n O P JPN 91p05 Y 111 0 •�. . _. AIJCILO¢ 60 LTS PER IRE ?AL V -,1 w . - L= • $ F . J 3UILDING F!� ° �`h /GS. - I I' ( 1 S6" wl".- "BMP' -!a"c 'N `� 01 ' ,p1 \':,\ �. UtJ (r LDIN� POUR Foor�NG ONE CO a I ' + SOIL UIJYIELD Soli.. 0 �8 owe 126 - i Bewa MC 44o*N O • Draw RM8 x 4LC • Jos __ TYE' ANCHOR BOLT I T 'P THICKEN.EID, E[ GE 14 _® TYF COL UM, IJ FOOTIIJG . E � ---� -- O O f Of I Owes 1 - 1 1 iPfll fi 17i 1" m 117n"i n ii mrl f rlri mnl nmlYrlrl nrRif irllfin'Ii r TTI- MFTfi Ind `m n IT rirn 1 P r , ` - 1 s _W_:....... ._ r_. . ? gAk ill .: 1 I ; 0 0 O O SD EWAL NE C z T STEEL ' - 1' -1 16"-11 18' -J 1F' -11 1 -1 ti I 1 i, i is �f P7 C O I 1 _ _ I. SEE DIAGRAM "A" jay I t I I "4 2-ANCHOR BOLTS i I A I A I A I A r BASE TYPE "A" v ' -, z e B 0 P _ r ~ s FINISHED FLOOR ELEV. 100 -0 4 N t M - E NOWALL STEEL. LINE rl' 2 a ANCHOR BOLTS F /"\. v G BASE , TYPE ''B , O '� .. A A A A = 0 C/ C asl �—' — � -LINEL 2• I — I I SEE DIAGR "A" < l -5----, / . I ill , . 0 . { b . . 3 - OPENING WIDTH +p4 1 i,, 1' -1 16' -11 18' -O v 16' -11 1' -1 ,� -x ,. .- 2 -q ANCHOR BOLTS ^ ANCHOR BOLT SETTINC PLAN — BASE TYPE "C ..., • , ,. . . .. , s ,, "/.4.4") - WIND LOAD REACTIONS ON - ,......,. . , _ - -- r,„,,, / /' �1 y 9 [ 7 ^ / �/( ,/ B A YS WITH X- BRACING �©7.THeRe. U2 11 Be NIO Wp,1011N6 DONe ON. THIS Bo 1LDINL G! /r*,;.., is X/ / ZN Ay % /i O 0 ° 51 < ,,5 Ce /' /f /r// dr 11 WIND RJ 6. sPee1RL INSPeLTION °FAH HIGH STReNOTH BOLTING PeR Sec Ioti 1'1015 l/ DIRECTION GENERAL NO'I"E S: STEEL LINE STEEL LINE 1. DESIGN LOADS: STEEL LINE �La'HORIZONTAL 1 x DESIGN LOADS ARE APPLIED IN ACCORDANCE WITH THE APPLICABLE - STEEL _ LIFT :'� DOWNLOAD FIN PROVISIONS OF THE 1994 ABC * UNIFORM BUILDING CODE "_ 11 FIN. FLOOR 11 I BASE CHANNEL _ 4 4 2'a 3 2 / FIN. FLOOR REVERSE DIAGRAM TO ALLOW FOR ROOF SNOW LOAD - 25 PSF SNOW EXPOSURE = 1.0 J 1 FIN. FLOOR WIND IS OTHER DIRTOTION. - WIND VELOCITY = 80 MPH EXPOSURE 'C" ENCLOSED rr I _ SEISMIC ZONE 3 BACK SIDE .i __ —� � —� ® ®� G\ �.(QF R Mk \O - OCCUPANCY CATEGORY IV RAMP t RAMP eQ 6 2. CERTIFICATION RESTRICTION. (IF REO'D) ^{ ®� (IF RF ` � D AG AIVI A' P `9 S ENGINEERS CERTIFICATION IS STRICTLY LIMITED TO STRUCTURAL SO COMPONENTS DESIGNED AND FURNISHED BY BEHLEN MFG. CO. T T � CERTIFICATION EXTENDS ONLY TO THE DESIGN LOADS AND STANDARDS SECTION F' SEC ION G SECTION C � IN C ONISI INDICATED ON THESE PLANS. CERTIFICATION DOES NOT EXTEND TO FRONT SIDE FOUND!,T ION, MECHANICAL, ELECTRICAL. PLUMBING, FIRE PROTECTION, ORIENTATION BJ CIVIL WORK, ARCHITECTURAL RESPONSIBILITIES, OVERALL PROJECT COORDINATION, OR OTHER ASPECTS OF CODE COMPLIANCE NOT `I_ A L ' '� '- N / r7. `I ANCHOR BOLT DETAIL SYMBOL CIA. QTY LENGTH THRQ PROD p ND t SPECIFICALLY REFERENCED BY THE MANUFACTURER'S ORDER DOCUMENTS COLUMN UP B EH LE N COLUMN N ;. ,; CERTIFICATION SHALL NOT EXTEND TO BUILDING ERECTION SUPERVISION - - o�L � - OR INSPECTION. DOWN IV G UT COLUMN UP DOWN IN OUr + 1 /z" 0' -9" 1" A I "\ ,+ M BEHLEN. MFG. CO. B 569 BASE TYPE 'A" 6.2 AS 5 4.6 BOLT LENGTH y Wnnan vvT L 3. BEHLEN MFG. CO. MAY BE .NOTED IN'THESE PLANS AS "BMC'' BASE TYPE "B" 0.2 2 .5 - /I 4, ANCHOR BOLT DIAMETER DETERMINED BY ALLOWABLE SHEAR AND BASE TYPE "C' - 0.2 1.8 1.8 THREAD � 5/8 1 -3 3 Z ` , I ? 0 Annen N eire A C I o COLUMBUS, NEBRA 68602 -0569 a TENSION PER RISC (ASTM A -307). LENGTHS SHOWN ARE SUGGESTED _ NUT 4- + 3/4 24 1 3' 2 1/2" h n 6 4 jry,' /Y ^ ///e' T P' RIP cx • DATE DATE MINIMUMS. ACTUAL LENGTH, HEAD STYLE AND METHOD OF TRANSFER- REVISIONS N. C. MACHINERY 101040 ° -'_ RING FORCES FROM ANCHOR BOLTS TO CONCRETE FOOTINGS TO BE 1" 3 'W I�I18�4 TUKWILA, WASHINGTON DETERMINED BY OTHERS. 4� - 3" DR BY C. W.QUAIL DATE 10 -i6 95 HN1 p 1 1/8" 2 -3" 4' 3 1/2" / S CHECKED BY L.D. M IELAK DATE IO ' -IN - JON NO Ba}C,}45 5 5. FOUNDATIONS MUST BE DESIGNED FOR LOCAL S OIL CONDITIONS BY A , r E sEa,,--,--7.,") *x ¢ oa eevcEx u EC ANCHOR BO S ETTING : PLAN �, / 2 . - co. mio s ER7 Exi S x . CE scc <. QUALIFIED FOUNDATION ENGINEER TC SAFELY SUPPORT COLUMN LOADS. ANCHOR BOLTS x B OTHERS 1 1/4" 6' 4" 3 1/2 noo noxA+cExnncanox nc ores APPRO BY 10 - 1 (j 'i5 sm c nax nr a xExa+x 'T " `I� DATE SHf. 1 OF 7 ,.. -. n . it «.._n .. w:•�+n - ....,..,,�.�..... - 6 I I : PIIIIIIIIIHIIITfITIIfITllln-r>=f('(fTTI rIIHINl I111PhI11iiTiTJ7fml f(T)T(I I1171i1I TTI'I1prTT(iIiYII TIImlmiN1T1f M ITp, ;, " � =,, [T rANT mNronrTI MFn nICIIMFNT IS LESS 0 • 0 a 54' -0 OUT /OUT STEEL L 16' -11 18 V ' -0 ) 16•-11 i -1 823RP3 (TYP. THIS BAY) F U. PURUN LAPS - 4.25 �1 �` H T O - 8E4RPLC7 - 6E4RPLC3 \ 8E4RPLC2 J O - N. / - < 1 a R (RADIUS) - GR (RADIUS) i - 8Z4RP - \ / 5.0' I � 8Z4RP2 / - I //� 0 I \ • \�� �/� 8Z4RP1 / BZ4RP2 \ ? l EAVE STRUT PURUN /GIRT CHANNEL/HEADER �pp / \ aP 0/ \ DIMENSIONS AND DEGREES THICK • Bi - 9 SECTION - INCHES BZ4RPI / 8Z4RP2 N - A O .1 \ > O 8 C 16 8.0 3.0 • 3.0 -- .188 .584 .0598. c. 8 C 15 8.0 - 3.0 I id N 824RP1 \ 824RP2 / / 8 C 14 8.0 ' 3.0 3.0 -- .188 .628 .0747 I5 _ \ / _MT27 (TYP.) 1 - \ / 8 C 12 8.0 • - - - _ - - - - - - `� 8Z4RP1 / 3.5 10 C 14 10.0 3.5 1,13 .0747 10 C 12 10.0 3.5 3.5 1.276 .1046 I 8Z4RP2 N � � BZGRP31 X / __ n j -. - ® 8 Z 16 8.0 2.3125 2.428 80 .25 .729 .0558 BZ4RP2 I I H26RP31 _ /Z4RP\ - - 8 Z 15 8.0 2.3125 2.428 60 .25 .734 .0673 L / N 8 Z 14 8.0 2.3125 2.428 60 ;.25 .738 .0747 - - Y - - -- - P ry /�9 \ 8 Z 13 8.0 2.3125 2.428 60 • 8Z4RP2 I 8Z4RP1 25 .749 .0897. @ � 8 Z 12 8.0 2.3125 2.428 60 .25 .756 .1048. I / \ 10 Z 14 10.0 . 3.5 3.5 42 -1875 .919 .0747 Y 7' -11 111 I, 5' -2 4' -11 / \ 10Z 12 10.0 3.5 3.5 42 .1875 1.08 .1048 1 / \ C- O 8 E 14 8.0 -- -- - -- -- 9.0' .0747 I. 8Z4RP2 _ 8Z4RP7 8 E 12 -8.0 1.0' .1048: 10 E 14 • 10.0 -- _ 1.0 .0747 ¢ _ - - gi150i / ` � ,v4 4 X50 9 - a ,I a,, 8E4RPLC2 8E4RPLE3 - 8E 4RPLCI - O - - Q PURUNS /GIRTS, CHANNELS, HEADERS & EAVE.STRUTS I PART NUMBER KEY • ROOF FRAMING PLAN CABLE BRACING PART NUMBER KEY PART NUMBER KEY N L 'N [THESE FlE DS LENGTH - ARE FABRICATION LAST NUMBER OF INFORMATION ONLY] . PART NUMBER KEY WAS MEMBR DEPTH IN T � CABLE BRACING- INCHES INCHES. L ' i 4 1 4' • FEET SHAPE OF MEMBER MATERIAL THICKNES ES a 12 • 3s COVERAGE = / k IKIV1 5 = 5/18' 0 Z = PURUN OR. GIRT 2 = 12 GAUGE © . „q,I z I a ' 9a z' I 1 r .� - 6 = - 3/e' 0 CABLE CODE E H E HEADER UT 4 m 14: GAUGE ^ I T ' - C m CHANNEL 5= 15'. GAUGE 1 • I lk K -1 I1 • 4o 0. 6 = 16. GAUGE , i LTS SECTION PROPERTIES . TOP FLAT BOTTOM FLAT THICKNESS WEIGNT Fy F5 .. - GAUGE UN.A DPSEI lost) (Ks 1,) ,55 < M MALLOW i 5 Ft ON -) R. ON: - Q . 9_, 0179 1.07 so. a s 0,037 96 1.4 0.0. z 1.55 e, F41VV . Roof and vall panels shall be roll formed 26 gauge steel With minimum 80 Not G lV F 0 • yield strength. - Pe 3 ��, 0 ^ - Unpainted panels shall be 02 h5 - dippedme conforming to n 0792, G d , N SP � 'BO' Painted panels shall be C90 hot-dipped galvanized n12ed confarmixmtng to ASTK A 996, V / 0 ' grade B. tN 0,5, 0' purl ins on 5'0. centers, parole shall be capable of supporting a 2000 • _Q,111 n BACK SIDE concentrated load over a 1 foot square area IMPORTANT PLEASE NOTE: RlH -i ROOF D IS BE CED USING ) SE IRIS F DRILLING SCREWS IS W/ CON ROL DRIVE WASHERS. USE TO 1/4" ERE % 7/8' SE F DRILLING BUILDING SCREW (3228085) SUPPLIED & p12 AN X ADP 7 1/4 SELF AN DRILLING SCREW (32 IMPORTANT PLEASE NOTE: IS TO BE USED WITH THE "BEHLEN FRAME BUILDING ERECTION GUIDE" WI J FRONT SIDE THESE DRAWINGS TO DETERMINE COMPLETE ERECTION REQUIREMENTS. ORIENTATION _ ;FNFRAI NOTES' FAN R Ia A-CLSSORIES VV DENOTES TORSION SPRING SUPPORTA. BMC IS NOT RESPONSIBLE FOR ERRORS, OMISSIONS OR DAMAGES INCURRED BELJ LEN I DESCRIPTION IN THE ERECTION OF BUILDING COMPONENTS NOR FOR THE INSPECTION �" CDI PI 0P P RODE AIL ter KEti' - - LM 12/7 n-I LEI V ROOF - 26GA /ADP /MISTWHITE GUTTER- 26GA /MIOBRONZE MK. 91TY. DESCRIPTION 4 OF ERECTED COMPONENTS TO ASCERTAIN SAME J 1 ' % L IADDED PART NUMBER KE - - 'M 12 /7 WALL - 26GA /ADP1 /MISTWHITE (4)DOWNSPOUT- 265A /MISTWHITE II ONE 3 -4 X 7 -2 FRAMED OPNG. (FOR WALK DOOR) 2 TEMPORARY BRACING MUST BE INSTALLED BY ERECTOR TO PROVIDE r�r , BEHLEN MFG. CO. BOX 569 CORNER- 26GA /MISTWH■TE II ©3 -0 X 3 -0 FRAMED OPNG, (FOR LOUVER) ❑ ADEQUATE STABILITY DURING ERECTION. BRACING INDICATED ON THE E �` � 1 �!^' REVISED PAGY1 NUM (3ER5 - h CO II/I1 COLUMBUS, NEBRASKA 68602 -0569 ERECTION DRAWINGS IS CRITICAL TO THE STABILITY OF THE COMPLETED l \ �>/ t',' ©� STRUCTURE AND SHALL NOT BE REMOVED B \ {" JAMB /HEAD - 26GA /MISTWHITE - © ©14 -0 X 16 -0 FRAMED OPNG. (FOR OHD) El _ 3. IF WINDOW AND DOOR FRAMES ARE TO BE FIELD LOCATED GIRTS & � � p V ® REVISIONS 0Y 0p N. C. MACHINERY 7 BASE - 26GA /MISTWHITE ri 5 -2 X 5 -2 FRAMED OPNG. (FOR ROOF UNIT) Li SHEETING ARE TO BE FIELD CUT AS REO'D. Nr' S TUKWILA, WASH!N(iTON DOPED FLASH - 26GA /M1STAN SE - 4. A 3 4' DIA. X 2' LONG SLOT MUST BE FIELD LOCATED AS REO'D IN W g I8�2ok{ DRAWN BY C. W OVAL DATE 10 -17 -95 -Li GIRTS OF FLUSH FRAMED BUILDINGS TO PERMIT THE INSTALLATION OF _ ❑❑ CABLE BRACING 1 i3 � I CHECKED B'; L. MIEI.AK DATE Ip- 19 -95_ JOB N0. 04945 RAKE - 26GA /MIDBRONZE ❑ = --- ERECTION PLAN MINIM -, I 5. WALL PANELS ARE AN INTEGRAL L PA: T O` THE STRUCTURAL APPROVED BY ..,,, V,., DATE V)-2,..1 5 MT 2 Of 7 .. - -.... .,.._ . r , - t . -.. _. T ..- L.p I1111. r11 ., 11 ,.- I rI . TIT �..,T.° ._n •, Ill11 - I ..-m:- . - 1xrn nlm Till 1 nnn _rtrmr fri rrnr Tn'niTrTrT r Tin rn rlhlT TfR11T111'R'II II 1TT1111' m �.a.�.i`..;:, _ - - 1 1 . . .. E T 4, 3 1 9 0 99X ` `99� . _ 1 0 / 1 \ /I n \ , n \ . .: \ . = 836884 �_ EZERPS BZfiRP6 , 826684 8Z6RP5 - - � 826RP6. \ / \ • / " _ \ / \ u i \ / \ \ / \ 8Z6RP4 8Z6RPS \ 8Z6RP6 / ti \ 8Z6RP4 � _` 8Z6RP5 . 826686 1:..' 0 X X o / \ a / \ / \ / \ 8Z6RP4 �- 926885 �_ / 8Z6RP6 \ •--, / 8Z6RP4 \ _L 8Z6RP5 l_ 8Z6RP6 " r 0 / \+ oh/ \6f • Pry/ \s 9`? n 03,`"/ \Gy — � l j \ � */ \ B Z6RP5 8Z P6 • n 8Z6RP4 SZ6RP5 SZGRP6 BZ6RP4 / M lB \ \ 8C6RP1800A I / \ - / BC6 \ I — 18' -0 18 -0 18' -0 18' -0 •- 18 -0 . / 18 0 SIDE WALL SHEETS - + _ SIDE WALL SHEETS / • FULL HEIGHT (22' -1C`) - - • FULL HEIGHT (22' -'A START WALL SHEETING ELEVATION @ LINE "A" STA WALL SHEETING ELEVATION 6 LINE "D" THIS END FRONT SIDEWALL BACK SIDEWALL �R jpN er- bc;15...,... 3 IMPORTANT PLEASE NOTE ,.... . W E RCADP -2 THIS S THE WALL PEN ED DETERMINE IF EELS PANELS ARE ADP -7 O ADP WALL SPECIFIED T THE PANELS N PANELS RE THE PLAN SET SEE ILLUSTRATION 32 IN THE BEHLEMBUILDING ERECTION GUIDE' FOR CORRECT PANEL POSITIONING FRAMED OPENING PARTS ACCESSORIES vv DENOTES TORSION SPRING SUPPORT D BEHLEN MK. SIZE HEADER SILL JAMB MK. - .SIZE HEADER j SILL JAMB MK, • TY_ DESCRIPTION MK. QTY. DESCRIPTION a Q 30 X 3 + 0 8668803600 8C6RPO343M AO M B 2 3 -0 X 3 -0 FRAMED OPNG. (FOP ._0UVER) ❑ BEHLEN MFG. CO. BOX 569 1:1 El q REVISED NUMBER - DATE - 00 o i COLUMBUS, NEBRASKA 68602 -0569 Err ID ❑ ❑ - � -° ' , REVISIONS N C MACHINERY 101040 O 1--1 Li H L i /2a/1S DRAWN B0 c WGUAIL °ATE 10 -17-95 TUKWILA, WASHINGTON - U U - ❑ ❑ ❑ L IE CHECKED Br L M IE LAK DATE m -i9 -95 ERECTION PLAN �aoB No. D4945 / FI I , I I ATPROTED BY - C 4,..,., DATE ID"20 - i.S OHS. 3 SF ,:,.., rtrri;i rr.,. +i »,1;r+ +w, +, r; , +,T , ,,,, „T,,, ,nrrn,nn "_rr:t Tr 1 f .....f,:.e_u...,f I 2 O D 1f C B A A i� C _' p RZ6RP7 8Z6RP10 80601911 , I ti 8Z6RP13 8Z6RP10 8Z6RP12 w w 8H6RP1680 8 lo 0 W RP680 I Q F 8Z6RP7 8Z6RP9 — 8Z6RP9 0Z6RP12 8Z6RP7 8Z6RP9 _ ,_, 8Z6RP9 - 806RP12 I- - 1 826RP7 826RP9 ,, ti 8Z6RP9 I, 8Z6RP121 • • ' 8C6RP1800A w 8C6RP1800Aw - Q - NDrE' SEE ILLUSTRATIONS 79 THRU 78 ON SHEET 35 OF E(tEG710N some. 74' - 0065 -036. 11'_3 14' - 4' -6 • 4' -6 14' -3 11' -3 NOTE SEE ILLOSTRATIDNS 60,4 99a ELEVATION @ LINE "1" ELEVATION @ LINE "4" ON SHEET 3B OF ERECTION BoDK LEFT ENDW ALL RIGHT ENDWALL DDSs -ose ._ .L 1 2 SPLIf LAT 5 N LATE 12 IONEn rLANGE B. BASE Rat LEPi iENi I ,p 1 (- -..' A A 1 r — D I vAnr ro. I mfnno IamLN nAADE I I ` uBe I I' EUCI R1 4 '1 ?CA d e =8 - _ BtG2 G1 G•V - _ _ 12G7 4 "r ,foss m - m -n n N w n m m \' R F)(:::i 5 Il 0 , . .' ' ' v ; ttAGO f IMPORTANT PLEASE NOTE WHEN ER THE WALL P ANE L DETERMINE IF THE PANELS ARE L� SHEETING @- LINE 4 'AT IF. AN ADP -2. THIS IS TR IN THE "PANELS" S ECTION OF SHEETING @ LINE ' 1 " THE PLAN SET. SEE ILLUSTRATION 32 IN THE " POS ITIONING BUILDING ERECTION GUIDE FOR CORRECT PANEL POSITIONING LEFT ENDWALL I RIGHT ENDWALL FRAMED OPENING PARTS ACCESSORIES VG DENOTES TORSION SPRING SUPPORT t 1 1 1 eE L� I ��I MK HEADER / SILL JAMB MK SIZE HEADER / SILL JAMB MK. OFT. DESCRIPTION MK QTY. DESCRIPTION trp _ ADDED NOTC -5 - - LM X2/7 H L- V E , MT36 8CRRP0853A ❑ E ON 3 4 X 2 FRAMED OPNG (FOR WALK DOOR) Cl BEH L EN M EG. NE CO. RAS A 68 569 0569 id • / r I '' t ADDED PART' KEY �M i ` J �l COLUMBUS BK 60 . 14 -0 X 16 -0 FRAMED 00110 (FOR OH ❑. ,. Iw El ❑ DESCRIPTION BY DATE CKD DATE ❑ El _ U a L\ C. MACHINERY 101040 f R N. f. p REVISIONS ■ • 0 ( y l d// 415 DRAWN BY C d . . W. QUAIL DATE 10 -17-9s TUKWILA, WASHINGTON / ❑ ❑ .. r �- V' S - - � CHECKED BY L. D MIEI.A GATE I0 -19 -95 Jos NO. D4945 � ERECTION PLAN V I I I _ APPROVED Br � DATE IQ.•z q , sH 4 OF 7 - „ .. _. __....._._ __. ,_:..,. _ mmm , nnrl � nI I fl Ai0 lSfhln1 1,1 , ! n, II n illl11TiT1111 i ITllTIIIR R If11TilI7TlT ll:' I _ .x�yu,Ga ��� .'_I 13Z'; t L F TMioI • e PANEL- 61E 14 - 3 m ' 3 AT ` -4 0 _ ,9 - - y 1 1 I w L II 1111 3 -E i1 d J - rO (z.1/ N 666300 o g 6 - D B4 ■ , o ti 6-0 I BA8300 ■ 3-10 SPLICE PLATE SPLICE PLATE PART 1(0. LOCATION OUTER FLANGE INNER FLANGE NEB BASE PLATE LEFT i Cl 114151 -4. P,x a/6 8x 5 16 1086 »x *4041=3 8x' /g - R2 I- 4RAONfsil 8X //b 6X0 /p IOGA: 1 - ye r W US 144 8.44 A OW - 8x 13 5 417 X 0 /ES 1066 gX� 6'X Vs < ,.' 6101 ROPE SOPP T' 5X I/4 - 5X'/4 1066 - - - Sea SHEET 7 1— m 1 ` I F I NI SHED FLOUR © 1 -2 I. 26 -8 C -EAR I 15 -0 OUT OF STEEL TO E BLDG I.- 30 -0 OUT TO OUT OF GIRTS CROSS SECTI ON COLUMN LINES 1 - 4 - -rc SPLICE' BOLT TABLE S(OE SPLICE NO SIZE DEPTH PART NUMBER O 1 1 - U P,9s � G0.5:. A s- 01 x 20 1 -B 31 88 -1 25 N /NOTE. B 8 - 0,3 X 2 1-4 3188 1 25 if ONE MAIN TRANSVERSE FRAMES SHALL , WELDED, INCHES E SHAPES, THICKNESS) AND HOT-ROLLED NT L J �JA SR TAPERED. D. HOT-ROLLED INCHES IN SHEET, IN INCHES AND D LESS IN NE A EN 1 ,1C .229 I STEEL PLATE (OVER AND NASES A THICIC TKNESS) ESS) 29 USED FOR MAIN FRAME WEBS N( SN STEEL AND CONFORM TO• - - gJ USED GRADE 0 AF AHEM H ALL GRADE cM0 TO ASTM ASTM A DOT ROLLED STEEM BAR FOR USED FOR MAIN FRAME FLANGES SHALL CONFORM :TO '638 38 MODIFIED TO 50 K51 MINIMUM ERECTI ONES, YIELD STRENGTH. 1 THE '0 EHLEN FRAME BUILDING ERECTION GUID E' IS TO INTERMEDIATE COLUMNS SHALL BE STRUCTURAL TUBING CONFORMING TO ASTM. A500, GRADE C. BE USED IN CONJUNCTION WITH THESE DRAWINGS TO RAKE BEAMS, ENDWALL COLUMNS AND CORNER COLUMNS SHALL BE CONSTANT DEPTH WELDED °I" DETERMINE COMPLETE ERECTIO REQUIREMENTS SHAPES MADE FROM STJEL SHEET, PLATE OR BAR CONFORMING TO .ASTM 6570, GRADE D, - R 2. ALL A -325 HI GH STRENGTH BOLTS SHALL BE TIG HTENED I N ASTM A572, GRADE 50 AND ASTM A36. (MODIFIED TO 50 KSI) RESPECTIVELY; HOT -ROLLED D p1. .� OO COOED MAT'L. CALLOUI" - - GM 12 � .� L t� �-' ACCORDANCE WITH THE "SPECIFICATIONS FOR STRUCTURAL STRUCTURAL SHAPES CONFORMING TO ASTM A36 (MODIFIED TO 50 'KSI) AND COLD- FORMED N , _ HEHLEN MFG CO • BO% 569 JOINTS USING AS TM A -325 OR A -490 BOLTS' SECTION 5 (C) STRUCTURAL MEMBERS MADE FROM STEEL SHEET OF STRIP CONFORMING TO ASTM' A570 HON ,Y / © ADD4'D Not'6 LM 1 'TURN -OF- THE -NUT TIGHTENING'. - 55 KSI MINIMUM YIELD STRENGTH, ,y J , � di) ,,,,‘ (: CHANGED ca SI0N5 AND _ _ pi Y13 COLUMBUS, NEBRASKA 68601 3 ALL FLANGE BRACING MUST BE I NSTALLED AT FRAME STEEL USED' TO FORM PURUNS, GIRTS, RAVE STRUTS AND °C SECTIONS SHALL BE FLAT STEEL STOCK I f A 1 ART NuMEER LINES AS SHOWN CONFORMING TO ASTM A570 WITH 55 KSI MINIMUM YIELD STRENGTH.. 4, F Oh 4..4 UUA ".. AI. PA" . L . A II./ m 11117 E541 ,,..., 1 1 t LET. OESCRI PTION BY UATE LAO. PRTE N� C. MACHINERY 101040 NOTE: SEE STRUCTURAL DESIGN CALCULATIONS FOR SPECIFIC PROPERTIES. i I ) / 1 1 � { REVtsi 101 TUKWILA, WASHINGTON ® - - It) to-15 s BRAVA BY C W QUAIL BATE 10 -17 -95 �� i 1_' q � CHECKED BY , p, M IELAK DATE 10 -19 -9 5 ■ APPROVED CROSS SECTION cos ;o 14945 VED BY 7 � D , RTE rtt .5 of 7 - -. . � < , 'ill -777_7 7717., _ ... .-,.___... _........-`- ». _ . .i i ,,,,::,.,:�,-a4 - ,�,.„ 1 7 . ,, ..- �.. iT hi''t' <. T '- ", • . _z -.v.- . -., .. 77 ...�..., ... _. .. - .._ ., 777 .,.. 11 9.2IIIITi1 Ti ri 1i 1, p r r I II1I I1 -Efie r _ . ,„,„, F 1 IF THIS MICROFILMED DOCUMENT IS LESS ;Ni . ' A ' 7 11' CI FAR THAN THIS NOTICE. IT IS DUE TO CP -46 GIRT CLIP — ' 0 FLANGE THK. UP TO 1/2" 0 FLANGE THK. UP TO 1/2" ENDWALL GIRT DIM. D - 0 FLANGE THK. GREATER THAN 1/2' 0 FLANGE THK. GREATER THAN 1/2" 1 MIN © PURLIN PURLIN LAP PURLIN LAP GIRT LAP GIRT LAP �— PURL'N O O I I ! GI RT RAKE AGLIII G m ENGWALL 0 1 A O DE — FLANGE THK. GREATER THAN 1/2" 8 0 T N ' IL, GIRT 0 E D W ALL COLUMN TRUE FLUSH MEMBER DEPTH MEMBER DEPTH j �, .125 MEMBER DEPTH (SEE TABLE A) (SEE TABLE A) 0 (SEE TABLE A) 0 FLANGE BRACE .,. FLANGE BRACE (END BENT IN FIELD) — (END BENT IN FIELD) MAIN FRAME RAFTER MAIN FRAME RAFTER DIM. D MAIN FRAME COLUMN DIM. D E DETAIL: PURLIN LAP & FLANGE BRACE NT PLACEME DETAIL: GIRT LAP & FLANGE BRACE PLACEMENT DETAIL PURLIN TO RAFTER & FLANGE BRACE PLACEMENT 0033 3 \ RAKE ANGLE AG -2 MP STRUT BEARING PLATE FLANGE THK. UP TO 1/2" - �oaox ( NOT 1 USED WITH 4 HOLE BRACKET (4 BOLTS REO'D.) JAMB COVER (NOT REQUIRED ON LINES 1 AND 4) c PURL O FLANGE THK. GREATER THAN 1/2" IN c PURLIN \ .Y.` I' -2 FLUSH) DOOR JAMB 1' -1 (TRUE FLUSH) GIRT EAVE STRUT GIRT (SIDEWALL) EAVE STRUT 2686 -126 NUT RIDGE BRIDGING lei TYPICAL AT THIRD POINTS OF EACH BAY LOW SIDE SHOWN, HIGH SIDE SIMILAR 7 'I.. N...- SEE ROOF FRAMING PLAN DETAIL: RAKE ANGLE TO EAVE STRUT CORNER GIRT p DETAIL: RIDGE BRIDGING now 8IF 4" 0 8 OR 10 •0003 (10' GIRTS) 0 2" LAP - -_— - -� —� - - -� - -- MEMBER T B DEPTH DETAIL: GIRT TO DOOR JAMB MAIN FRAME COLUMN 3 RAKE ANGLE AG -2 ED © . (SEE ALE A) MAIN FRAME RAFTER 29 � A0017% \ (ENDWALL) GIRT F� 1111111 PURLIN PUR M AIN FRAME • —PURLIN COLUMN DIM. D FLANGE BRACE LOW SIDE ,_ 1 PURLIN END BEND IN FIELD DETAIL; EAVE STRUT TO MAIN FRAME — BYPASS 3 RAKE ANGLE AG -2 DETAIL: GIRT AT CORNER —. BY PASS SIDEWALL DETAIL: RAKE ANGLE TO PURLIN "°" FLUSH OR TRUE FLUSH ENDWALL RETAIL: RAKE ANGLE 0 RIDGE A0012 WITH RAKE ANGLE LAP • i' -1" DIM. D 0 PURLIN IMMM•1111111111111•01■1■1111= RAKE ANGLE AG -2 ''�_1• ENDWALL CONNECTOR BRACKET II. � GIRT LINE (ENDWALL) 4 �� FLANGE BRACE CONNECTOR BRACKET �' e� 6 (END BENT IN FIELD) BR -31 FIELD DRI 09/16" ROLE MEMBER DEPTH I (SEE TABLE A) • ENDWALL COLUMN A MAIN FRAME RAFTER JAMB COVER AT DOOR A _ ENO WAIL COLUMN P 3 KC ?G 1 . ; DETAIL : COLUMN TO RAFTER — TRUE FLUSH CONNECTOR BRACKET BR -32 - �x�. r y _ MAIN FRAME RAFTER ® FASTENER SCHEDULE , N � rFI �� LOC. DESCRIPTION LOC. DESCRIPTION TABLE A `�'-KL:\\ B �, I LLI V . G t'V D' C E _ E (� t ) N FR CCTION 1,1 3/4" X 2 i/2 1 FOR SEQUENCE OF ERECTION - SEE BEHLEN FRAME BUILDING' " HE% HEAD A -325 BOLT AND NUT MEMBER DIM. FLANGE BRACE SIZE ERECTION GUIDE. 1" 7 2 - 1 3 1AS /4" X OTED 7/8 "- ON SELF- DRILLING AME ROSS- SCREW W /NYLON WASHER I i/4" X 7/8 "SELF DRILLING SCREW W/CONiTRO L DRIVE WASHER DRIVE WASHER DEPTH D _ BEHLEN MFG, CO. BOX 569 �3) #12 X 1" SELF - DRILLING SCREW W/O WASHER X12 X 1 1/4" SELF DRILLING SCREW W/CONTROL 2. FOR FLANGE BRACE LOCATIONS - SEE FRAME CROSS SECTION �- - 4 //12 X T 1/4" SELF - DRILLING SCREW W /NYLON WASHER 14 /(12 -24 X 1 1/4" TEK 5 SELF DRILLING SCREW W/0 WASHER 0 TO 1 0" 0 -9" 1 1/2" X 1 1/2" X 16 GA. AND ROOF FRAMING PLANS 2" X 2" X 14 GA 3 . A -3257 BOLTS SHALL BE TIGHTENED USING THE "TURN OF THE (� 1 A REVISED DE - - D6 "/11 COLUMBUS; NEBRASKA 68602 -0569 • 5 #1 4 -10 B 11/4 "SELF- DRILLING SCREW W/ CONTROL DRIVE WASHER 1 1/2" X 1 1/2" HEX HEAD A -325 BOLT AND NUT 1 -0 1/8" TO 2 1' -0" _ . 5 ) ) NUT" METHOD DESCRIBED IN THE BEHLEN FRAME BUILDING 6} 1/e" BLIND RIVET 2' G ' /a" is 2 n' 2' - -5" 2" X 2" X 14 GA. (] LE* UoIr REVISIONS N. C. MACHINERY 101040 7 1/2" 'X 1 1/4" MEG HEAD A -307 BOLT AND NUT ERECTION GUIDE. _ /// / yy / I��y'� s DRAWN Br c.w.QUAIL DATE o 10 - 17 - 95 TUKWILA, WASHINGTON B i /2" X 1 3/4" HEX HEAD A -307 BOLT AND NUT L' -il 1/8" TO 3' 9 3' -9" 2" X 2" X 14 GA. 4. SOME FIELD DRILLING AND /OR FIELD CUTTING OF STEEL {/' - t p(t0(v c. /. 3 -9 1 /8 TO 5 U 3' -9 COMPONENTS MAY L - - D oE BY L D MID DATE 10.19 - JOB NO D4945 96 . 7D 3 /a" x 1 1/2" HEX HEAD A -32D BOLT AND NUT ( of T I BULDINC �,5_ _ a. �xo DATE CO 9 58" X 2 1/4" HEX HEAD A -325 BOLT AND NUT 3" X 3" X 12 GA. BE REQUIRED DURING THE ERECTION CHECKED ERECTION DETAILS APPROVED BY "( 1,„„,,, DATE \,1.0,9 i SHE 6 OF 7 I I .. 1' .;: r .. : 1 T . p :s - s 5 ': 14-t'.41**" .`t.. -z L . .�,_ _ _ l , _ cz..x s a :ate-_ :. .as, -.'Er \ ,. _,.::.. , _ ",. `x'4'4"'•; 1 r,:z - tt `',_ W ,t p .! P. '. ,] i it c :,,_ ,:,,;, C ._. t t, d7: T _ fs y r _ OL m�Y [.. ,> ,�, fi, aF r .. \ —. r. nr .FIELD DRILL ?,/1B130' DIA: HES.& BOLT - �: �. ,:k.,.*:.'- S .... AIN J FRAME - • ? A - ' , . - i • Ji � -:4.. I / . 4 + n' . . ., : M 1 II $ • 6': I i L N .R FI, 2 . . + P ! a r? ) 3 (JR I', N 1 %°F x " is 7 „ � 'z p ;; " �' ' : 1' . 1 1r.. WITH ,D x 11 -, T ; UT OELb %: I i•` 4 " , � r x�L�, i 'J "s' vT " .t. I I '� ' WELD AS , SHOWN' C: � '. , z , x � ` , .- 1 up PCIRLIN L/CFs 2� ,•. :` ! Q 1 I / ►� Ir r 9 2fii�' '„ ',( �, v .. n SUPPORT B y a PURL N :1:- ., CP-: •CLIP r m 1 � URIJN I LAP ( w — -- -- D ' a � 1 r L ..� •. : I CP - IS�G .+ a , \8 CP- 26CLIP • C R P M 11, I B i rn I /8" I /8v4- ''\ �, 1 'w' I, R � � 7 4 ' fiNp CHANNEL Z ,��' 0 BCfo RPOCoOBM -� _ - � - . -• ' . ) CP-I5 � — C RP M 1 �� �? -^ - - -- - SI G K g ? f I� DE CHANNEL , .'I va.�z s'` SIDE CHANNEL a �"i i 1.-It. `ICP26CLIP c I �� I V I I CP -2b CLIP URLIN iIF 2 r s'a w � 1 i' - }_ — -- - -- --- - - - -- �` V4- �/ jr, (WHENREOD.) FIELD U7 � " t i•'-',..,.`11V ® ++ �C \ I/ A T pgl� ( WHEN EW D) x ' 5 ' � . ." !/! ( ' r PURLIN , $ A 8C2RP HET 2 j.—y P 8 "CEE 2RP ET CP -26 CLIP L I r ' r :. z t ' Lw �L"P`r t r 'A3 � I r T I . SUPPORT BEAM [., fi" M IN. 0 1 I ' I Y fi +q2 • , • BAY WIDTH \ ID SINGLE CEE 10 °•••-- CEE. - 16=1.1., _ SUPPORT n • L SUPPORT -NEL I „` 1 p " ' p :IL 10 ^ SUPPORT CHANNEL -8 ^ P . -. I` - P�JRLiyN { �• - ITYPE -I 200' MAX. WEIGHT LIMIT.) I BAY. A In hk,�"``� � . DETAIL - FRAMING FOR ROOF CURB GENERAL INFORMATION': r I TYPE-U OVER zoo * PURLIt,,INESr, "5c�Nia `' 1 t TO EN •S OF X BRACING ALTT-(XS x ' ROOF CUR BS ARE TO BE SUPPLIED BY A B.M.C. CoM CI N G. 1oX STRU7 FbR WINS 1. DETAIL — FRAMING FOR ROOF Li Nov CUT,EVRLlN ON THE LINES ? r .r I,„:..., ,� APPROVE CU SUPPLIER. � '` g 6 _ I I I" D 1 T "- y h ; (LENGTH) I. D. WHEN LOCATING THE SUPPORTING MEMBERS I CP - 2 i� ) I R CUR NOT = = LDG MFR FOR A ROOF CURB THE CURB WIDTH MUST BE J L ( )' SLOPE OF I. � EITHER CENTERED ON .A MAJOR RIB OF THE RF ROOF CURB (NOT BY BLDG: MFR.) ID + J "� 3'J'" I p) ;I>r D +9 7- FIELD DRILL 7. 1.1 SAT 6 "CTRS. � a�� � PANEL OR. CENTERED BETWEEN MAJOR RIBS. 22 f p ; z . } i fl € L'', ADPrIt • CP 2y 2 y Z • r; p �� SEE TAB!_ES.BELOW FOR SUGGESTED LOCATIONS ADP -I PANEL 2 _ I, I ' .� ■ .'14 FIELDDRILLo 2 � P�� OF CERTAIN CURBWIDTH RANGES. \ CP -6 `` s � � �.4) 0 4 F . , r ' � 1_ -� :-r r Y 'F '' I -_ i d pJ' G P TABLE A I TABLE B I s§ a x ,t ,� I' , PU RLIN . --�* T_ � r � � - I - O i 1 - L��. -�� .2 CP-26 CU WIDTH - I . —+ =� URBDIDT CURB- RB DD 0 r )` ■ C H # s , : � 2 e �� �' 0TO12 12' :TT O 2 0 a e xw .9' 1 '? I � CENTERED CENTERED + x � \ wI PURLIN 24' TO "36" 36O a ���ii{ 4 `� " y . ' I�::,� ON BETWEEN tO - MAJOR RIB 4 8" TO 60" MAJOR RIBS U 7284 (BEYOND CURB) r A FIELD DRILL O 72'TO 84 84 O 96 96 " TO I08 108 TO 120" 5'2• r `•r I / C SLPPORT BEAM / C � . i�'u u a A` '_' PURLIN SPACE t .. '� PU RLIN SPACE ° T� s, �r '.14.6';' _ 'N''-----,,,,,„ THE CURB OPENING SHOULD NOT BE ANY CLOSER t TO AMAIN FRAME O ENDWALL F RAME THAN AS - - S71.0 32$8 '023 G, o-Ix SHOWN ABOVE. THE CURB OPENNG CAN NOT BE GR My4S ;e ® ® ® ^.._P: SECTION' A -A SECTION C -C CEN7ERED ON THE RIDGE, ,MUST BEALONG THE ( TY P , pE(IMETI!•E > ' t s P ® ®vo9 1 ROOF SLOP ` - CP -26. 3209 - iS 001 I } /� I ", `. f A I I ( '-TA' - INSULATION - -I TAPE MA ? " 3' 1% I :D. I�' ^ WHEN CUTTING OPENINGS IN THE RO COVERING 3" I D 5 3 o- 2 - fACINET• ,� 2 3 CUTOPENING 9" GREATER THAN SLO LENGTH (TYP PERIMETER) ® s. • - ` PERI MET�'�, - C ROOF CURB (NOT BY BL DG. MFRJ ly ,;.• (WIDTH) . � LD.OF CURB IN A,'DIR PARAL TO RIBS - ( WIDTH) - o ®a - ® ,x , , \ OF THE PANEL,AND 3 "REATER THAN (WIDTH) LD. ® ® ®�4 5 AT 6 "CTRS. e� ` � - 00F CURB (NOT BY BLDG. MFR.) OF CU A DIRECTION PERPENDI ® FIELD I ULAR TO ADP- IPANEL RIBS OF THE PANEL. ADP -I PANEL '.. DR r +WHEN INSTALLING CURB, PLACE TAPE MASTI - - - - - - t- :1,1:61, - TAP I NS UL A TION w i"' I - 3209 -120 O.OI` x I "TAPE r r APPRX. /2 JNC HINSIDE OF THE CURBS OUTR 0 FACING AROU MASTIC (T`r'R PERIMETER) EDGES. THEN APLBEAD OFGUN GRADE PERIMETEMASTIC AROUND PERIMETER OF THE OPENING r SIDE CHANNEL J fi - GRADE Z3 GUN ADJACENT TO TA. CURBON MASTIC CP=26 PURLIN (FIELD O immEN LD: P US 3 = �L _ GRADE MASTIC AND ATTACH WITH PE SCREWS. PLACE WIPE OFF EXCESS I L I TYP. PERIMETER SIDE CHANNEL. FIELD.DRILL 'C�� JE c ( ) GUN GRADE AAASTICWHEN FINISHED. . pP ,�5,c: - • • ; SECTION :B -B r • S0 !� -;LPN 3 , TA - - �� FA S �, LOC DESCRIPTON 1 ON FRA E CRO S C110N n 2 / /A' SBF w0 SCREW W(NriON WASHER iL '{ 3 # 12 x I SELF ELF-D CREW WO/ WAS ®® B� H,11rE N F , DIMENSIONS LE NGTH. LD. DIMENSI - i / r • +;; RU RLlN d x 1 Vs- SEL DR wrvc: SCREW w/NrioN wnsHER U,N o 0 Ma Uiecturin C a { - . s e a lox / + Dfl s Ew p / .p ., n 9 „ P DY r '�, 1 DEPTH - A B i. c � r �- D D - "E (C suPPOR • //� suPPORT 6 1 BDND RIVET C '� - CHANNL) 1 CHAN NEL� ] 172 x 1 +!< HEx E eau D a a T `� — Co lumbus, Neblaska 68601 - , 8 I ii;" X'I 3/4' HEX HEAD BOLT AN NUT q - DT 7 A 0 x 2 1/ HEx E D: A -32s Dotr AND Nur � a ry, . , $ ' -I ^ MAX . I ; it c i / a •m'x .• / . c 2, MIN. MIN, 3.7 " MAX•:(ALT), 4'012'HE %HEAD. n - VEX DOLT AND NUT / v LET 'DE S C RIPTION BY D ODD, DATE 1 I� fir • ' 1/4° %] / DflILDNC SREW W /CONTflOL DflIVE WASHE T --- / AD P I ROOF CURB FR/�;f,AING ,e 1 ,i B 11 %' Z - IU� p ' MAX / REVISIONS.. � .G .. �{ - , 3 N12 3 / X , 2 1/4° SE DR SCREW C W/COMROL DflIV WA SHER R } , :.�� 111SA <s P 11 _a•} 2 1 7 -!I :� MAX. 7'- 8 MAX: , #12-29 N., I /4 . 'SK S : SELF D ILL rvc SCREW WO/ WASHER i �AL,.i DRAWN B Y y, ' •y :I MIN. MIN. 3 -2' MAX..(ALT) L ,, v I /7 /9f - � CHECKED BY LD.MIELAK DAT E. ID':19-95' JDB Ntl •. IJ l{ .y #, BASED UPON 5 0 HPRj2- PURLIN. SPACING. _ 1 APPROVED 9Y' � DATE 10. 'Ip ' {�"L y 2.: ;95 •