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Home My WebLink AboutPermit B93-0053 - RELCO / UNITED STATES PRINTING - METAL BUILDINGRELco/u/Jr4ro) SrPitE SRI klTikle? (1. 00 53 City of 7iikwilit. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING` PERMIT Permit No: B93 -0053 Type: B -BUILD Category: ACOM Address: 17300 WEST VALLEY HY Location: Parcel #: 252304 -9021 Zoning: M1 Type Const: METAL Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: DANIEAI090QF Status: ISSUED Issued: 03/26/1993 Expires: 09/22/1993 Type of Occupancy: WAREHOUSE Slopes: N Sewer: TUKWILA TENANT RELCO /UNITED STATES PRINTING INC 17300 WEST VALLEY HIGHWAY. S, _ . TUKWILA, WA 98188 OWNER RELCO INVESTMENT CO' PO BOX 88700 TUKWILA "`BR, SEATTLE WA 9.81.88,. CONTRACTOR DANIEL & ASSOCIATES, INC. - Phone: 206 487 -6702 24309 WOODINVILLE /SNOHOMISH, WOODINVILLE, W 98072 CONTACT LEWIS LEBER * * * * * * * * * * ** k * *** Nor*** A•• k*******************• k****** ** * *** * *•k * * * * * ** *** * * * * * ** Permit Description:' ERECT-METAL BUILDING TO REPLACE ONE:'' REMOVED SETBACKS Back: Right: Units: OOO r'" Fro'n.t : Bui 1 dings: `;:001. Left. Fire Prate'ction: NOT SPRINKLERED.: -? UDC Edition. 1:9.91 * * * Valuation: 19,339..00 Tota1t Permit Fee: :. 346 :05 :` *' **" * * * * * * * * * * * * *. * * * * *'. * ** * * * * * ** Center " Authorize Signature.' I hereby,; certify,that I have read and examined this permit and know the same to be! true and correct. All provisions of law ,and ordinances governing,;this,work will be complied with whether~ specified herein or not The granting \of "this permit does not, presume •to`, give authority to ;violate or cancel the}.;provisions',,of any other `state:,or local, laws ,regulating construction oh, the-'performance of work. I am authorized to sign for and obtain this b g p:er Signature:__ Date: Print Name: Title r' Tl_2 ' -4(s2 This permit shall become`"'nul l and ;vo,i.d.,.i,f , the' -work is not commenced within 180 days from the date of iss'than'c.e, or,•:..,i= f':the-"�work is suspended or abandoned.for a period of 180 days fro'mrthe last inspection. A City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISION DATE: MARCH 25, 1993 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS USPIC /Relco (aka "Leber Ink ") 17300 West Valley Highway Project No. P92 -0093 Contact Person: Lewis F. Leber Telephone No.: (206) 232 -5529 THE FOLLOWING PUBLIC WORKS PERMIT IS AVAILABLE FOR ISSUANCE IN ACCORDANCE WITH THE SITE PLANS APPROVED ON MARCH 25, 1993: Storm Drainage ("/".5 -atop Permit Fee $ 25.00 The Developer is referred to other City agencies, including the Fire Department and Building and Planning Divisions, for other requirements which may affect the commencement of this work. Two copies of the confirmed Utility Permit Application Form and approved site plan have been included in the building permit file. JP /cd cf: City Utilities Inspector (w /copy of plans /application) Development file (w /copy of plans /application) CD.D16.USPIC2.UPA 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 4313665 City of Tukwila lApplIcation # P920093-- - Central Permit SyS. - Engineering Division ;....1/ 9-g --(0549 Ph/ - De2,: 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 le Phone: (206) 433-0179 UTILITY PERMIT APPLICATION PROJECT Site Address: 17300 West Valley Highway INFPFTITION: Name of Project: USPIC/Relco Partnership, aka "Leber Ink" Property Owner: Street Address: Engineer: Street Address: Contractor: Street Address: Relco Partnership 8851 S.E. 37th St., Mercer Island, WA Shannon & Wilson, Robert Colombo 400 N. 34th St. , Suite 100 Lee Morse, General Contractor Inc. 11017-16th Ave. S.W. , Seattle, WA Phone No.: (206) 232-5529 City/State/Zip: 98040 Phone No.: (206) 632-8020 City/State/Zip: Seattle, WA 98103 Phone No.: (206) 241-8265 City/State/Zip: 98146 King Cty Assessor Acct #: 146700-04 Contractors License #: LE EMOGC23181 Exp. Date: 1/6/93 Channelization/Striping/Signing . REQUESTED 0 Curb Cut/Access/Sidewalk 0 Fire Loop/Hydr. (main to vault) - No.: Sizes: O Flood Zone Control M Hauling Di Land Altering 80/ 800 cubic yards o Landscape Irrigation O Moving an Oversized Load Est. start/end times: Date: O Sanitary Side Sewer- No.: ONATEFOVIgTE Name: i:REFUND/BILLIN O Sewer Main Extension 0 Private 0 Public )3( Storm Drainage 6.,i4/,,J-e1/201.9) O Street Use O Water Main Extensbn 0Private El Public O Water Meter / Exempt: - No.: Sizes' Deduct E] Water Only El O Water Meter / Permanent - No • O Water Meter/ Temporary:- No • Sizes:_ Estimated quantity: Schedule' O Other: Phone No.: iN Street Address: MONTHLY Name: SERVICE BILLINGS 'T Street Address: 0 Water 0 Sewer ED Metro 0 Standby DESCRIPTION OFPROJECT ED Multiple-Family Dwelling 0 Hotel E Duplex City/State/Zip: Phone No.: City/State/Zip: O Single-Family Residential No. of Units: 0 Motel CommerciaUlndustrial D Off ice 0 Retail ID MISCELLANEOUS.' New Building INFORMATION Square Footage: King County Assessor's valuation of existing structures: $ .111■111MMIONE• O Apartments 0 Other: 0 Triplex O Warehouse 0 Manufacturing Remodel/ Addition O Condominiums O Church 0 School/College/University O Hospital D31 Other: Tank Removal Square footage of original building space: Square footage of additional building space: 346,000 Valuation of work to be done: $ 65,000 1 HEREBY CERT!FY TI-IAT 1 HAVE READ THIS APPL,JCATION AND KNOW THE SAME TO BETRUE AND CORRECT Applicant/Authorized Agent Signa lure: Z. .... .., Contact Person •rint name): Brian Clark Print Name: Brian L. Clark, Shannon & Wilson Address: 400 N. 34th St . , Ste. 100 Date: 8/27/92 Phone: 632-8020 Seattle, WA 98103 Phone: 632-8020 Date Application Accepted: a—) Date Application Expires: Q.--) ci3 04/22/92 CITY OF TUKW Department of ( )nity Development — Permit Ce, 6300 Southcente, ,Joulevard - #100, Tukwila, WA 98, (206) 431 -3670 wilding Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME . taco u.5, PR. /36 -. SITE ADD ESS SUITE NO. 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. DEPARTMENT> BUILDING - initial review TEI APPROV 4-I a gFIRE PLANNING ZPUBLIC WORKS 4 (ROUTED) 3 /y(4/ INIT: INIT: 3 93 INIT.! 3e CONSULTANT: uJIREMEN; ................. , . Date Sent - :co.MM ENS' Date Approved FIRE PROTECTION: U Sprinklers ► ;4 Detectors N/A FIRE DEPT. LETTER DATED: '?�. /9# INSPECTOR: ZONING: ,a-1 REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? 1BAR/IAND USE CONDITIONS? ( )Yes rL t Yes No E- PUBLIC WORKS LETTER DATED: 0 OTHER . UILDING - final review ILDING OFFICIAL INIT: INIT:' INIT: TYPE OF CONSTRUCTION: vtj CERT. OF OCCUPANCY? OYes *Jo UBC EDITION (year): tc(ct REVIEW COMPLETED AMOUNT _._. OWING: -15 CONTACTED DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: (init.) BY: (init.) 3RD NOTIFICATION 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boule ard, Tukwila WA 98188 DESCRIPTION (206) 431 -3670 C a -- 0 ` 1 BUILDING PERMIT FEE PLAN CHECK NUMBER 3 II 3' 0D63 BUILDIFL3 PERMIT APPLICATION PLAN CHECK. FEE' :: ::': BUILDING SURCHARGE RCPT # DATE OTHER:: < ? ''TOTAL' SITE ADDRESS SUITE # / 7 3 m co c,r1.(2.5 Oa (/-e- y /41 1 6 w� VALUE OF CONSTRUCTION - $ / 7 3 ASSESSOR ACCOUNT # 5 7-30c/^ ?01.1 l PROJECT NAMElTENA T / `�...Q k C 0 �() ri t_t_e . SC a r"-?r vit n - I rig TYPE OF 0 New Building • Addition • Tenant Improvement (commercial) Li Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) taOther R-e-1 ( ac--.e tn-e tit DESCRIBE WORK TO BE DONE: E r-e. c, 1.- Tn-fa. a I $ ut 14 In 1 17o r-e Cagy..(, cone 1--e m o 04? ci BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: `?r t r t , n� (r? k FT requirements may need to be met. Please explain: WILL THERE BE A CHANGE IN USE? No Yes If Yes, new building SQUARE FOOTAGE - Building: 1-7, S' p se p.Tenant Space: (b p en Area of Construction: /7,,s--0 ..c‘ WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? o in .b 0 st 1 b 1,,e 0 No Ca. Yes IF YES, EXPLAIN: c (a. s - I& C PROPERTY OWNER '-&Q , c_ C? 1 2'04 .ss ( . p-4 a r� 1? -ers / ( .--- To (/( a ui 74 o c (a�p S 1 ri c �" o om1 d,'. wool /%7vi PHONE 3 PHONE' (�•.e ��(Q�p_ a_ 5-,-5-?, i ZIP (?S 1 $ r�V-7_ 6702. ZIP cl 2o72_ ADDRESS 'p © B - ' CONTRACTOR D '4 (-! l-Q ( ADDRESS 2430 - �e,o- WA. ST. CONTRACTOR'S LICENSE # L p. L ago 62 F EXP. DATE ii o 0 1) 1 q Q3 ARCHITECT PHONE ADDRESS ZIP HEREBY CERTIFY THAT 11-fAVE ,READ .AND EXAMINED THIS APPPOAT1ON: AND KN BE TRUE:`ANO:<CORRECT, AND: I AM :AUTHORIZED TO `APPLY: FOR ;THIS PERMIT _ :...... "` °' BUILDING OWNER SIGNATURE '� DATE 7re or- E (2 (94 17 � PHONE 2 CITY/ZIP 9 Roy° OR AUTHORIZED AGENT CONTACT PERSON PRINT NAME ADDRESS 8 g (— S •zt3. ;IA- et-oar )siaJi PHONE - 2\3��s s 9 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 - $ONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community evelopment 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 / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions a ,g�G - process or plan submittal requirements, please at.A contact the Department Qi r�7 QkrDevelopment Building Division at 431-3670. DATE APPLICATION ACCEPTED - I -'13 FEB 1. 2 1993 PERMIT CENTER DATE APPLICATION EXPIRES 3-la-617) mar COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS:. - . . . Completed building permit application (one for each SUBIVIITTAL CHECKLCST ' '' LiAssessor Account Number • • . Twc, sets (2) of the foflowinp enginoer . • . „ .. .. I : hingtOri:Pta survey . . caiculations stamped by a Washington State Hcensed • •-• ed by a • Washington State hcensed ...„ L:Energy • • Legal descripbon ••.*rking. • h • • • • • • .-•'• . • • : : :•.• • 5 t 0.1). • . • Architecturai Struclurai drawings .:.• • ' • Landscape pian for entire project Completed utihty permit application (one r-i Six (6) sets of civi drawings NOTE Soe utility perm checklist for PRqP..... :••• : : • ' '''' ''''''''' ' 1 L_J Assessor Account Number •:-IWo•(2):sets of plans which includo Building floor plan: showing Entire space where racks will be Iocated Exit •••::.;:.:!.DimenSionsof all ' ' : ' . Teppnc, space Iloor plan showing rack storage, layout ;:qi oxits NOTE Inolude • dirriensicins'otrackS.(height, width and and exit:WayS,on plan Structural calculations engineer (racfcStorage.6"::and RESIDENTIAL SIX (6) Sets of site'plaS shiii;ving NOTE Building site plan and utilltysitepra0 oak utility permit application and checklist for AcicUtiOnal topographical and soils:inforinatiori'May be required if unique site conditions. I. • : -:•••• :"... E •'• ' ' ' • ' '' ' ' • • • • •• Compieted buflding permit application (one for each structure) Two (2) sots ef worhing drawings, which include Sito plan Poundation pion Floor Roof pian Building • trUCtUr4.ffa0i.d:44:;.::!•••••• and pThns must be submitted • ::::::, _ City of Tukf4a Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: (206) 433 -0179 UTILITY PROJECT TRACKING CHECKLIST Plan Check No. prl a_. OQQ3 Project Name LQ J.e r Site Address Suite No._ ROUTING Date Plans Received Type of Review Date Routed to PWD Date Plans Approved Date Resub. Requested Comments a1 3Q V\OANtrvi 1 LIAN, Ndifr a ---c l i-qa Curb Cut / Access / Sidewalk Fire Loop / Hydrant Flood Zone Control Hauling 9tkAo -Qa (0-1 a - Ocl- q 'Dr- 61-q0 PERMITS REQUIRED "" Permits Permit Number Approved Plan /Letter Date Issued Channelization / Striping / Signing Curb Cut / Access / Sidewalk Fire Loop / Hydrant Flood Zone Control Hauling 9tkAo -Qa (0-1 a - Ocl- q 'Dr- 61-q0 x Land Altering 2Logoi _ .� � l3 ` q_ Qa- q a 10— q— qa Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage • Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) Size No. 0 Deduct 0 water only Water Meter (permanent) Size No. Water Meter (temporary) Size No. Other: Other: CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT City of Tulrivila. 'Application Central Permit Sysct:.., - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 / 93 --eV ye.? P920093•- Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION PROJECT Site Address: 17300 West Valley Highway INFORMATION , Name of Project: USPIC / Relco Partnership, Property Owner: Street Address: Engineer: Street Address: Contractor: Street Address: Relco Partnership 8851 S.E. 37th St. , Mercer Island, WA aka "Leber Ink" Phone No.: City /State /Zip: (206) 232 -5529 98040 ilson Robert Colombo 400 N. 34th St. , Suite 100 Phone No.: 206 632 -8020 City /State /Zip: Seattle, WA 98103 Lee Morse, General Contractor Inc. Phone No.: (206) 241 -8265 11017 -16th Ave. S.W. , Seattle, WA City /State/Zip: 98146 King Cty Assessor Acct #: 146700 -04 Contractor's License #: LE EMOGC23181 Exp. Date: 1/6/93 P:ERMITS. REQUESTED ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control M Hauling EX Land Altering 80/ 800 cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times* Date: ❑ Sanitary Side Sewer - No.: ❑ Sewer Main Extension ❑ Private ❑ Public "rFt Storm Drainage ("v419."? -eop9� ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter/ Exempt:- No.: _ Sizes* Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes• ❑ Water Meter/ Temporary:- No.: _._ Sizes Estimated quantity: Schedule: ❑ Other: :WATER;i'METEi ''REFUND /BILLI :::MONTH L'Y<?':' BILLINGS`:TO Name: Phone No.: Street Address: ' . Name: City /State /Zip: Phone No.: Street Address: City /State /Zip: ❑ Water ❑ Sewer ❑ Metro ESCR1P.Tl0N`'OF:'.P,ROJ ECT<< ❑ Standby ❑ Single- Family Residential ❑ Multiple - Family Dwelling No. of Units: CommerciaVlndustriai ❑ Hotel ❑ Motel ❑ Office ❑ Retail ❑ Duplex ❑ Apartments ❑ Other: ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ Manufacturing ❑ Church ❑ Hospital ❑ School /College /University ® Other: Tank Removal ::MISCELLANEOUS::: .:INFORMATION:'. >< King County Assessor's ❑ New Building Square Footage: valuation of existing structures: ❑ Remodel/ Addition Square footage of original building space: Square footage of additional building space: 346,000 Valuation of work to be done: $ 65,000 1 I1EHE6Y,.CERTlFYTHAT;I HAYS READ THIS APRL`fCATION;AND fc.NOW ;THE SA1l9: TO: BE TR. f1E AND,.CORRECT. Applicant /Authorized • Agent Signatu re. .., Contact Person sprint nem_g): Brian Clark Address: 400 N. 34th St. , Ste. 100 • Print Name: Brian L. Clark, Shannon & Wilson Date: 8/27/92 'Phone: 632 -8020 Seattle, WA 98103 Phone: 632 -8020 Date Application Accepted: (& a.--) _ a� Date Application Expires: _ a-) - n 04/22/92 Lewi( .'. Leber March 18, 1993 Mr. John A. Pierog, P.E. Associate Engineer Public Works Department City of Tukwila 6300 Southcenter WA 98188 Dear Sir:. 8851 S. E. 37t1, Mercer Island, Washington 98040 RECEIVED MAR 1 8 1993 TUKWILA PUBLIC WORKS p,4/73 — Enclosed is our drawing Al a which shows the roof drainage for our replacement metal building. All rain water from the roof of this building will be sent through the gutters and downspouts and then tight lined under the concrete slab to the existing catch basin. The catch basin is connected to the storm sewer system emptying in to the Green River. We trust this will meet with your approval and we look forward to receiving our permit. Sincerely, Lewis Leber Relco Partner (206- 232 - 5529). Enclosure: Drawing Ala • CITY OF TUKWILA% WA TRANSMIT ******A********************************************************* 134.55 02/12/Mia05 Permit No: B93-0053 Type: 13-BUILD BUILDING PIERWIr Parcel No: 252304-9021 Site Address: 17300 WEST VALLEY HY Payment Method: CHECK Notation: LEWIS LEBER Irtit: SAO ****A*********************************************************** Account Code Description Paid 000/345.830 PLAN CHECK - NONRES 134.53 Total (This Payment): 134.55 TRANSMIT Number: 93000202 Amount: Total. Fees:. Total .A11 'Payments: Balance: 34605 .134.55 211.50 GENERA 134.55 • TOTAL 134;55. • CHECK 134.55 CHANGE 79550.000 16:24. k******************************** * ** ** ** ****k** ** *** * * ** ******** CITY OF 1 "UKYIILR7 WA * g —41 0 * *TRANSMIT *h** * ** * *l** **fi** * „ * k *k * ** k ** * **** TRANSMIT Number: 93000378 Amount: 25.00 03/26/93 11:24 Permit .No: PW93-004' . Type: PSG --SD STORM DRAINAGE Parcel No: 252304 -9021 03/29/93 Site Address : 17300 WEB'S: VALLEY HY Location: CORNER OF BUILDING Payment Method: CASH Notation: RELCO INVESTMENT Init: SAO *********************************** * * * * *,* * * * * * * * * * * *. * * * *** * * * * ** Account Code Description Paid 000/345.830 PLAN CHECK - UTILITY 10.00 412/342.400 INSP FEE STORM DRAIN 15.00 Total (This Payment): 25.00 Total Fees: Total All Payments: Balance: 25.00 25.00 .00 GENERA TOTAL CASH CHANGE 9220A000 25.00 25.00 25.00 0.00 16 :23 r************• k*rt****** k**********.* **h**kh******** *hh** **k**k ****• :IT'Y OF. TUKWILA, WA TRANSMIT r***********.******************• k** ** **k * * *hk * * * * *h** * ** ***** * * *h* TRANSMIT .Number. 92001105 Amount: 25.00 10/09/92 '13:50 Permit No: PW92-0267 Type: PH--HAUL HAULING. Parcel No 252304 -9021 Site Address; 17300 WEST VALLEY HY Location: THR0U0HQp PARCEL Payment Method: CHECK Notation: RELCO In i t a SLI3 r•k*** * * * * * * car*****************•***• A** ** **A * * * * * * **,kh**i * * ** *•A * *** Account Code. 000/345.830`' 000/342.400 10/12/92 Description PLAN CHECK UTILITY INSP FEE •- UTILITY • Total (This Payment): Total Fees:. Total All Payments: Balance: 23.00. 25.00 .00 Paid 10.00 15.00 25.00 GENERA GENERA TOTAL CHECK CHANGE 4202A000 10.00 15.00 25.00 25.00 0.00 15:54 *4;4*k k.: k4JF444k• k4lkkkk�irk kkkr4k****k***** ***** * * **** *aFkk/M ** *** *** CITY OF:TUkWILA, WA TRANSMIT * *k * *k * **k * ** *. *hk * * *k*kk* bk *k **fir ** *k **h* **k 4 ***k* * *,}.h * ***kkkk':kk* TRANSMIT Plumber 001107 .A:moitnt z; 1111.50. 10/09/9 13.50 Permit ';No. PW'2 0243 Type: PW-LA LANI ALTEIUN1 PCRMIT • Parcel. Nue .25230 # -t}021 10/12/02 Site.. Address: 17300 WGST •VALLEY HY .Locati_pna THROUGHOUT PARCEL Paym nt; 'Met "hock CH.ECI( Wotatian' •RELCQ In;ite $LD k******4** k• h*** 4,*********•******** **** **k * * **** ** * ** * ***** **k *4,** Acc,aunt;Code Description Paid 000/G22.1.0.0 BUILDING NONRES 000/345.830. PLAN CHECK - NONRES Total (This P.aymeit) GENERA 96.00. GENERA 22.50 TOTAL 118.50. CHECK 118.50 CHANGE. 0.00 4203A000 15 :54 Total Fees: Total All Payments: Balance: 118 50 400 96.00. 22450 11E1450 • *•k/rh*•k • dr****y4* kt4**ylr******* f: k**** **k **** r4 ****k***“**k**•kiFk*•hA'o1** CITY OF TUKWILA, WA TRANSMIT *******************************' h* * * *** **•k * *•k** ****kh** *h* *** * ** TRANSMIT Number: 93000325 Amount: 211.50 03/16/33 14 :11 Permit Na: 033 -0053 Type: 0• -BUILD BUILDING PL'RP1j717 /93 Parcel Na: 252304 -3021 Site Address: 17300 WEST VALLEY HY Payment. Method: CHECK Notation: RELCO Iriit: SAO * * * ** * * * ** *krt* * * ** * * * *** ** ***** k** * * ** ** * * * * ** *•k ** * * *** **•kk **k* Account Cade 000/322.100 000/386.304 • Description BUILDING - NONRES STATE BUILDING SURCHARGE Total (This Payment): Total Fees: Total All Payments» Balance: 346.05 346.05 .00 • ..Paid 207.00 4.50 211.50 GENERA TOTAL CHECK CHANGE 211.50 211.50 211.50 0.00 B912A000 17:24 CITY OF TUKWILA Address: 17300 WEST VALLEY HY Permit No: B93 -0053 Tenant: RELCO /UNITED STATES PRINTING INC Status: ISSUED Type: B -BUILD Applied: 02 /12/1993 Parcel #: 252304 -9021 Issued: 03/26/19.93 *************• k********* *****•k•k *•k ****** **•k** * **•k** A** * * *** ** * * **** k k•k* k**•k** Permit Conditions: 1. No changes will be made to ,; ate` p,1ar ; °unl'ess approved by the Tukwila Building Division 2. Electrical permit . rsha;l -1 be obtained through e',.Washington State Divisions of d;Labor and` Industries and; all electrical work will be,..ili.spected by 'that sage'ncy .(248= „6657) . 3. All permits,..1nspect1bn records, and approved plans sha.l,l be maintainedr�av'ai:l,ab`le "ate" the ;..job” site' prior to_ti a start:, o any cons,tr±,uction-.z. These ,documents are to `be maihntaihed' available.: unt` = -i,: final ,`inspectlon4'approval is`. granted. 4. When spe i a l inspection i,s}i requ i red,.,'e i ther the owner, , •e archi, „`t or* engineer shanl14 >x` notify the Tukwila Bui lding: Divis on o.,,'aappoi >ntmen;t;,of the ;.•, inspection agencies „prior the f1rst.., bOldlhg inspectioni4L topies of all special inspeption reports shall •be,.s;upmitted` to the Building Div :1 on ” <in.f'ta ,timely,.,manner. , Repor.t.ssha:l,1 contain address, pro Oct name, permit ri'umoer; Bind. type`'of ;inspection being, performed. ;t ..� , o+ �� ,! 5. The' spec.iai inspect'orr .sha•ll submit a,.f;i�na1' signed report stat,� rg whether the work `requiring �special nspection.:was,.,.;' to t tie best of the:.ins.pectors :I nowle,dge, in'' conformance with approved plans and: spe,ci,f;i.cati ones and the:rapp l i cab l e '>work -' mans 1.p •Pr'oVkisions of the UBC. 6. Ali ;stru`o,tural concrete shall be gspe°Cia.l,; inspected (Sec. (a) i B C) :. ', ,•i p �1.. 7. All count truetionj -to be done in conformance] w,it#i approve' plans �intd requirements of the Un.lform Btulldin'g �C;ode (1991 Editiorti),.t as ame,nded``,by the Wash,i�nigton'S;t t,4 Bci'lding, Cade,,;tq Uniforrnti 'M'e'chanic:a�:j,.,Code, (1991 Edi'tion), arnd Wa'shi on Spat,e Energy Co,des•,,(199w1 Second ��Edition) . ,,4tt''; �,.;; E. Validity ii:f. Permit:, The issuan,ce , off,a- permit or.a`ppro.va1.`of plans, specifcieations and computations shall not be coy strued to be -a ? ermit for, o, .an. a`p'ps' val of, any.v,1olation of any of the pri vi�swi,ons of th`�is co je�`° "or of any. other ordi rM , .x r nance of the ar=�i•sqi t i on ',4 No. 'i u� � 4F_ per `i t p�r�� s,ufjrlin"°g t o g i v e authority or violate' °o:r . rc4an:ce1 - .the., rto is on df this code shall b e valid . 'S, ,,-,, '` 9. EXISTING CATCH BASIN SHALL BE GUARDED AGAINST SEDIMENTATION AND CLEANED PRIOR TO CERTIFICATE OF OCCUPANCY, THIS APPROVAL ASSUMES GUTTERS ALL AROUND PERIMETER OF BUILDING TO PREVENT RUNOFF ONTO ADJACENT PARCELS. { City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor March 4, 1993 Fire Department Review Control #B93- 0053/P92 -0093 (512) Re: Relco /U.S. Printing, Inc. - 17300 West Valley Highway 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 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely . attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, WIMMI0111( ■■■ A,NILA City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 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 or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 3. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of NFPA 72 and City Ordinance #1528. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. Local U.L. central station supervision is required. (City Ordinance #1528) 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 #1528) (UFC 10.503) 4. 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 mAnni-car( rirn nr Alf-MA-inn r1 -ring City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number John W. Rants, Mayor such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 6274477 • Fax (206) 723.2221 26 August 1993 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: RELCO /USPIC 17300 W. Valley Hwy. Permit Number: 3= 0053: Ladies /Gentlemen: 4\ tPoi We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. 1. Reinforcing steel 2. Reinforced concrete NOTE: We have not had the 28 -day concrete breaks, yet, but the 7 -day. break made the required strength. The 28 -day breaks will be sent to you •when then occur. • Copies of all reports have been sent to your office or are enclosed. Very truly yours, OTTO ROSENAU & ASSOCIATES, INC. Otto M. Rosenau OR/jp Enclosure fax c: Relco, Attn: Dolly Hall C" City of Tukwila Fire Department Project Name Address /7300 John W Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Thomas P. Keefe, Fire Chief (iN/76.:-..4) 67 ti 7& piew7iii,/ oti . Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Suite # Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: %/tf/) ill-A fkl Aut ori ed Signature FINALAPP.FRM 6/2- ii/2/0(3 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.54404 • Faro (206) 575.4439 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 op cc U R't t.. MEI rasa: ii co W wia4 k .:, :.::. Date anted: l -.. .IMIIIII ~a a.m. • . nstructions: GOk-fj -1 l n k Requester: 0.Y Phone •.: Approved per applicable codes. O Corrections required prior to approval. COMMENTS: C_. D o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pall at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: Date: INSPECTION RECORD Retain a copy with permit .7.■•••• CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • C61) ac). f. 444) .1.0( We , Vaer Date /(o Sp nstruci ons: 1 , s ------- Date Wanted* ii — c , arn• P.M. Requester i Le N1hrinc).: VI Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. nspector: Date: • 0 $30.00 REIN PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: Date: INSPECTION RECORD 0 , 5,3 Retain a copy with permit ogsIT PEliMIi (206) 431 -3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd. #100, Tukwila, WA 98188 • Project; �� 'S .-- ,� , � � Type of Inspection; /� f Address: /73 �t� 6 /& � .. +:� a Called: /- -',I Special Instruct ons: Date Wanted: ��// ��ii C� / / --, -/ p.m. Requester: / �� Ptane No ; 0 ti I/ ■ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 1 10 firY --UC— Lct-A mac_- 1 j �--yv vac= nl S r n 'Dab << ❑ $30.00 REINSPECTION FEE REQUIRED, Prior to relnspection, fee must be pald at 6300 Southcenter, Blvd., Suite 100.`; Call to schedule relnspectlon. JBeceNo.: . Pate: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f, a,S 3 (206) 431 -3670 ' MAIMMO 'I' /��I L'L/u•f aii I ype o nspectio • Date Called! / _ cl_ 6, ',5 .: al Instru' i :ns: II , Date Want)) As....„ 1 "� c73 ar p,m. Requester: Phone No.: „.95/ , g 760 ❑. Approved per applicable codes. X Corrections required prior to approval. COMMENTS: G.ao. 5 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: ,c,E)cie,,) INS TION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 B/3 0053 PEW" (206) 431 -3670 rot AMINE Ypeo ns• :. • : laillingiMMII1111 Date anted: - � r1"i AM p ! sr Sp: .M1 Inst d 2 yi- Requester, -.1.14.-weir. 7 ei,ta_X 9 A itil - ik. in 1 t niigef ❑l Approved per applicable codes. COMMENTS: Corrections required prior to approval. P c. .. ( ()F 'ri tA . r3 •C . , P,41-4-1 Q•tt . Cc.CSS IS ICC 4-tt `A . TNI,S Puy.+► n►3 a,. iii t tip S ,A .- (L W A-, .c> LC o i,l 1-14k c S I D c 4? nr)0- • Inspects: -bate: 6/2 1/"_S ❑ $30,00 REINSPECTION FEE REQUIRED.. Prior to reinspection, fee must be paid at 6300 Southcenter,Sivd.', Suite 100. Call to schedule reinspection. 1 PE 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 96188 INSPECTION RECORD 0 Retain a copy with permit 0o33 PERMIT 7 (206) 431-3670 Project: 1.4 . , . Piet mil a 6 Type of inspection: /Z x/90..- yh " Address: /73(d w - 1/- MI Date Called: 7 -,3o 6.7X ,G- ,,J A r-�- PLA �--S . Special Instructions: 7730+ -/ P•m. he Pos1ede,E- Date Wanted: 7- 3o- 53 am. m. Requester: Jo ui- c � r» (-,-),i , Phone No.: 2-c // - g` 2-(e 5 Er Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: p J�- .► R- 7-6 ,Sc.) ) — C c-C "-A-K,4,J C € A/( E ; O • To fi C , "S7 tt Ate. " T 14 - " � .M' c.16- cV) P 6.7X ,G- ,,J A r-�- PLA �--S . sP GC1 At.-- r /.I SPG-C ni ... N•`z S T" J ela-t r- ;1I13 9 fl-,I ()it-- i-b Ca N cA Jo ui- c � r» (-,-),i , nspector: c.- 7 7 3 ❑ $30.0O REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: 0. INSPECTION RECORD 0 Retain a copy with permit CITY OF 'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 I LG,,JL R- I -emu"- ta$P..f--4,J � tA i ■ 12.---"C;64.19/ r4G a0)C 4 N r r n16-1:711 1xy Address: 0 -I co u . S. EA-WTI r bate Called: -, �-, �� I i i ..t L - t > 0/41- ni ATt v"'" S e 1 c... /-1-.1 ,2 Co N i r rt6,J Special Instructions: rr— a a fF, ccr' Date Wanted: 5- 27 ' ei am. p.m. Requester: /4 t? in a-- A) Der.13Ointi"`V- 4-- . /J1E Ma- R-k---1411 PUS Plane No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 777Fl" 1,\I 1 }t n+g. tfe_, - 'Tt7 pi -cusg, .5e 1M... ta$P..f--4,J � tA i ■ 12.---"C;64.19/ r4G a0)C 4 N 13n\- 71►1C, - l GN x''r"xLSnTirioS , ?-W ri r v -t 6 cm-ca i.1 d r= r2c�r —L, cc, ,le... pS f b n►OD $d c--r- -%7,1 S1 o #,1S /q t2E- / Pel'Z -- in b C..- /•- -u 1 e.r.. hoc= -n1T4 A r\/P IN/ LL- ! N FOIL* Co Air/L,. W L A-c.,S-o ,A t4 cin.*.z. -9 S% 1 L L. yam'` 11 A si1L:4 (2i P'dii I>JWOtC 1 Art AOti'1.1nACi r-6R- 1141.3 I i i ..t L - t > 0/41- ni ATt v"'" S e 1 c... /-1-.1 ,2 Co N i r rt6,J I IQ V 0-4 1--'S. (t fi ,WAA— 4,F- "TI /S k-.2 A NINO P “-- .411-d UGH-T' i IJ A tJ,17 C-6 &APA- GT-S+r . 'r• 5 ; y3-+" .--Q -1/S N( 1v.-. T14 Pf i".• Sol L.- 1. 14' A C 'tan) I N F 0 RAI% Prfil1 •IS it-€ t %--:-- P 14 4 "" v -1 Ft qv 6-0 E`t3..0 k' , e---7 Melt- 734 !t-6 u6 14 7"it‘- Lit; r1- . A NO /t) IL- TW u K h-7-► 1,1C w 1TR PMcroA__ /4 t? in a-- A) Der.13Ointi"`V- 4-- . /J1E Ma- R-k---1411 PUS Ins 1 N i ft-en Ca trf-A-4 Date: S -Z7 -93 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , - a*.I , .. __.4..L _ - -- f. P No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPE.CTION,RECORD Retain a copy with permit E3— °PC2R22. (206) 431-3670 I A .4 • ' • " n U6 10 )0 WL, , • =1.1 kniaralla III A - e . . 4- -- • : . al ns-ruct ons: - IOOO km pie_a s.e...... , 1 • i A 1, 1 ate anted4__ gl - 53 in Requester: .....1). Phone No.: tr39 KApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: A tv-O'lie-spl61-s.SHk.79 P 0-6 P L.( mg-::- ‘'S i--.11.5.11-Coc.-- /L<74-Lk 1 ,.... 1':ir -S. de s A it"-- 14 r4-n C( ia/P-7V19. ni it- . U.:---)s -,•I'l........ - a 0 ce-( kr qi&mgc11 77N---- ti1t.---A-0._ ?leo". 14 sk.i.- 4_6 C-41-7-1:21 d • Inspector: Date: a 9_1:3 0 $30,00 REINSPECTION FEE REQUIRED. Prior to reinspectiOn, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Dale: nuAsod '�t�iuc w _14E5 S AY H109 _.1.41 111 SOUTHCENTER AY .. 11-- AY -- AY •SR lTA �^$ a � s AY la TV' ac •ILL6Z 4ict 'WHO 0131314 en AY s nr s 1118 efl H1C AY H19 In HIP 1Yla0W3H • fl ,� AYE S 8 S „Y I H18ln` S HO 1 HOW3W qN0A s AY 9` "1 k ¢r NEON • t, 9 NIOW S30 EXHIBIT A PARCEL A: THAT PORTION OF GOVERNMENT LOT 7, SECTION 25. TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYINQ WEST OF PUGET SOUND ELECTRIC RAILROAD'S FORMER RIGHT OF WAY AND EAST OF SECONDARY STATE HIGHWAY NUMBER 5 -M (WEST VALLEY HIGHWAY); EXCEPT THE SOUTH 993 FEET; AND EXCEPT THE WESTERLY.10 FEET CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 8004140499, PARCEL B: THE SOUTH 70 FEET. MEASURED AT RIGHT ANGLES TO THE SOUTH LINE OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF GOVERNMENT LOT 7, SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYINQ WEST OF THE PUGET SOUND ELECTRIC RAILWAY'S FORMER RIGHT OF WAY AND EAST OF SECONDARY STATE HIGHWAY NUMBER 5-M (WEST VALLEY HIGHWAY); EXCEPT THE SOUTH 923.00 FEET; AND EXCEPT THE WESTERLY 10 FEET CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 8004140498. /+7 RECEIVED CITY D it.1';4'1'I.A FEB- I 2 1993 PERMIT CG J•STER WASHItI&TON LAND TITLE ASSOCIATION PRELIMINARY COMMITMENT FORM Washington 'Title Insurance Company HOME OF=FICE 71S• 2ND AVt?NUF: • SEATTLE, WASI I. 91:4IO.l • 11.1 t�U 7 r.r'.grti PRELIMINARY COMMITMENT FOR TITLE INSURANCE (RE:Work Saver Body Co. -Leber et al) No. B- 776912 Unit 14 To: WTI Escrow Department Escrow No. C 69924 -EW Seattle, Washington August 27, 1965 at 8:00 a.m. (}{ ) Owner's standard coverage ( ) Purchaser's standard coverage ( ) Mortgagee's standard coverage ( ) Mortgagee's ALTA coverage Date: A consolidated statement r'f all charges and advances in connection with this order will be provided at closing. Amount Premium 1;8, 055.00 .$56.25 4.2% Tn;: $2.36 WASHINGTON TITLE INSURANCE COMPANY agrees to issue on request and on recording of any appropriate documents, its policy or policies as applied for, with coverage as indicated, based on this preliminary commitment that title to the property described herein is vested on the date shown above in WORK SAVER BODY COMPANY, a Washington corporation. subject only to the exceptions shown herein and to the terms, conditions and exceptions contained in the policy form. This report and commitment shall have no force or effect except al a hash for the coverage specified DESCRIPTION: Alfi'tant Secretary The south 70 feet (as measured along the east line thereof) of the following described premises: That portion of government lot 7 in section 25, township 23 north, range 4 east, W.M., in King County, Washington, lying west of the Puget Sound Power & Light Company right of way and east of Secondary State Highway No. 5 -M (West Valley Road); EXCEPT the south 923 feet thereof. EXCEPTIONS: 1. Delinquent general taxes for 1965 in the sum of $29.96 plus interest on said premises and other lands. 2. Lien of real estate excise sales tax upon the sale of any portion of said premises, if unpaid. 3. Easement for standard guage railroad track across the easterly 17.0 feet of said premises and other lands, disclosed by instrument recorded December 27, 1963 under auditor's file No. 5680459. Title to vest in Ralph T. Leber, Bruce Leber, Lewis Leber and Donald Leber, doing business as Relco Investment Company, presumptively subject to the community interest of their respective wives and will then be subject to the following: 4. Judgment No. 359913, entered December 23, 1964 in volume 297 of execution dockets page 307, King County Superior Court Cause No. 518200 and 570894, wherein Albert W. Leber and Ralph E. Leber doing business as Leber Farms if plaintiff, .and Jack Constantine and Jane Doe Constantine his wife, are defendants, King County Superior Court Cause No. 518200, and wherein Thomas E. Keightley is plaintiff and Jack Constantine and Jane Doe Constantine his wire, are defendants, and Jane Doe Keightley is additional defendant,'King County Superior Court Cause No. 570894, rendered December 23, 1964, Judgment ordered that Thomas Keightley have judgment against Jack Constantine and Helen C. Constantine his wife, in the sum of $215.1121 plus interest thereon in the sum of $124.95 and said plaintiff has further judgment age, i_n:=t said defendants in the sum of $>1165.26 plus interest thereon in the amount of $269.81 plus an amount ror attorneys fees in the nunl of $175.(Y on the above described two amounts and costs allowed by law. NOTE. Intestigation should be made to determine if there are any 'retire, installation, maintenance, or construction charges fir 'rove, water or rurttntn. • B-776912 Page 2 Judgment ordered the Jack Constantine and Helen C. Constantine his wife, have judgment against Albert W. Leber and Ralph E. Leber and Thomas E. Keightley in the sum of $455:00 plus irireTe t-thin in the amount of $81.00. (Attorney for plaintiffs Schneider & Smyther) Attorney for defendants Allen DeGarmo & Leady). MP:djr • RECEIVED MY OF UMW FEB 2 6 1993 M77r7rr91 C ALTINAY AND ASSOCIATES INC. Consulting Engineers 5241 South Graham Street*Seattle "Washington 98118 -2918 (206) 723 -9349 Established : 1976 ENGINEERING REPORT (Site address: 17300 West Valley Highway in Tukwila) RFCERTII CI Y CF FEB t 2 1993 PERMIT T CG.iv` i R Altinay and Associates Inc. Daniel and Associates AUTHORIZATION AND SCOPE This report was prepared upon the verbal request of our client, Daniel and Associates. It summarizes the result of our soil evaluation conducted for this project located at 17300 West Valley Highway in Tukwila. We understand that the following information was requested by the City of Tukwila and limited to Allowable Foundation Pressure. This report conforms to the requirements of the Uniform Building Code Section 29. The intent is to establish a guide line for the future construction in order to reduce the risk of injury to people or ,damage to property. ALLOWABLE FOUNDATION PRESSURE On February 1, 1993, a representative soil sample obtained and laboratory tested to determine the amount passing No. 200 sieve. Referring to this test, it was classified to be Urban type unit. It is a mixture of many different soil properties and should be handled carefully. Basic allowable foundation pressure should be 1000 psf per foot of depth below natural grade. This value is for footings having a minimum width of 12 inches and a minimum depth of 12 inches into natural grade. An increase of 20% is allowed for each additional foot of width and /or depth maximum value of 1500 psf ( UBC Section 2[9). CITY t:r 'l LA ;&A FEB . 2 199 PERMIT CENTER 02/12/93 page Z 92- , /_x-93 /427. 4.1.1a4n4 n/ aisi /.c/ -° Srei,4, / th c v //✓G f..� = 247 `_57'.0.0' ./� j .-a G cr9G <,.s • Reo v/o‘ . G, a.42.E. 6cr94 -7 ,4r 54,4 /67.k./.47. r,E,e, 2 , sr,</ /s vpE Gv A r✓ /d r? s,€.O O .-✓ s z.)0,44 ,r ,O /G) o U ,- 2.34,44•440/C Ree s .54),44 d ( < Pr LJa) ria c / /eec /cis/a /� /e.,// /49.9, 1.7 u id. `?i k/ 10-9' Ms„ 1, 7 I. . KLF » < . 4 'Z/ 2 Pf 0Oii. Ca.') . 5 0,31 /Clx"'x F bdZ /Lo r r•„ / 2 t' 211 y ; vet, o, 44- Fck ,,t. Eb%D • CITY C :? FEB Z 2 1993 A/40/-1/"/ At. Le:1 4o PERMIT CENTER 1~1cP a ,s1 la, -15 1%5 x 25, z /a, 44 1 e CRC-Q. Foe_ C4.1— ere--)6 Pc j COL ,3A -S -e.) P 136T--OM et A 1 Z`'x. zap` CreA i3�z (36--. is 0 (46.0 're) Fe. .s Sr APe4_, c$6c..6-._ izAWIt4&7) CITY OF TUKWILA 6300 SOUTHCEN I ER BOULEVARD TUKWILA, WA 98188 • SUB * * DATE D-13-0 ( 3 PROJECT NAME (� aex, I1 `f-t' „S Il t.4p Phadzi, ADDRESS I T) O V atS Oad f P CONTACT PERSON PHONE ARCHITECT OR ENGINEER n PLAN CHECK/PERMIT NUMBER 6 R3 OcE73 TYPE OF REVISION: ai,4- kat_ SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI'I'i'ED TO: DATE: February 25, 1993 TO: Bob Benedicto - Tukwila Senior Plans Examiner FROM: Lewis Leber - Relco SUBJECT: Set Backs on Relco Property - 17300 West Valley H. Enclosed is a copy of the Preliminary Commitment for Title Insurance on the south 70 feet of our property. Under Exception #3 you will note the 17.0 foot easement for railroad track. The northern portion of our property has the same easement. Please advise if you want a copy of the instrument recorded 12/27/63 under auditors file No. 5680459. Also enclosed is a copy of Sheet A -2 of the original plans for our main building. You will note the rear of our building is slanted to conform to the angle of the rail road track. We are back from the rail road right of way before our building commences. Additionally our metal building was parallel with the front of our building which gave us an additional set back on the south portion. We would prefer to erect the new metal building as close to the east side of our existing loading dock as is feasible for the footings. The small triangular space behind the metal building is wasted space and we would like to minimize it. The property immediately behind us is a utility right of way and as such will never be built upon. ENGINEERING AND PRODUCT DATA A. r■ STAR BUILDING SYSTEMS a Robertson Csco company A. -TAR. STAR BUILDING SYSTEMS • Robertson Coco company /5a iary 7, 1993 DANIEL & ASSOCIATES, INC. 24309 WDVL /SNO HWY, PO BOX 1807 WOODENVILLE, WASHINGTON 98072 -1807 SUBJECT: Gentlemen: P.O. Box 94910 Oklahoma Qty, OK 73143 -4910 405.636 -2010 FAX 405-636-2419 LEWIS LEBER TUKWILA, WASHINGTON STB 25 x 50 x 14 251 Bay Spacing Star Job Number 1 -93 -0008 This is to certify that the subject STB type structure has been designed in accordance with the order documents, specifically as follows: Uniform Building Code, 1991 edition. Building use /occupancy category IV group B per UBC code. Live Load (Purlins) 20 psf. Live Load (Frames) 12 psf (Reduction per Table 23 -C). Roof Snow Load 25 psf, Pg =35.71 psf, I =1.0. (Drifting snow due to roof step /projection /nearby structure). Wind Load 80 mph, q =16.4 psf, Exp. B, I =1.0. Dead Load of Materials..2.9 psf. Seismic Zone 3, (Z =0.3), I =1.0, S =1.5. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. This building is designed in general accordance with the 9th edition, AISC Steel Construction Manual and 1986 AISI Cold Formed Steel Design Manual with 1989 addendum. Star Building Systems is AISC Certified in category MB, Metal Buildings. This material, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished will meet the above loading requirements without exceeding the allowable working stress. This certification does not cover field modifications or the design of materials not furnished by Star Building Systems. Cordially, *. vm Star Buildf�• wA a Roberts•nl�'.�.-�o °•�lflg: pit_ CITY Gr ; Carl W. W Regional /hc Enclosures �4►�,ONAIO EXPIRES it/ co „t1 (Interstate 35, Oklahoma City, OK 73149 FEB 1 2 1993 PERMIT CENTER °'ha STAR BUILDING SYSTEMS. Engineering Services ENGINEERING CALCULATIONS SUMMARY STAR JOB NO. ENGINEER A.DM PAGE NO. DESIGN SUMMARY REPORT I NOTES ON DRAWINGS BUILDING SKETCH FRAME PROFILE AND REACTIONS SPECIAL DETAILS SEISMIC CALCULATIONS MEZZANINE CALCULATIONS RUNWAY BEAM CALCULATIONS SPECIAL CALCULATIONS BEARING CLIP Z -3 4 5-1 0 1� ob No 92 -0008 Star Building Systems uilcsing : A Engineering Services DDESIGN SUMMARY REPORT BUILDING DATA STB 25' x 50' >r 14' Bays : 24.87 24.8 Building Code UBC 91 EXP B Seismic Zone : 3 Page Job No Engineer Date Live Load Roof Live Load Frarne Ground Snow Roof Snow Load Wind Load Dead Load : 93 -0008 : ADM : 1/ 6/93 20.00 psf 12.00 psf 35.71 psf 25.00 psf 80.00 mph 2.9 psf • PANELS , Roof : EIura -Rib Wall : Etura -Rib PURLINS - - -- :STRUTS BRACING 26 Ga. 26 Ga. Length Size L Cant 1.167 8.5 >;2. SZ. 067 Bay 1 23.833 8.5 : <2.5Z, 067 Bay 2 24.833 8.5<2.5Z.067 'Web Stiffener Angles Recd at .075 Eave Strut L Lap Tributary Exten @ 3.75 s 0.000 a 3.75 c 0.000 O 3.75 c 3.146 Frame Line(s): 273 • Bays 1- 2 R Lap Exten 0.000 3.146 0.000 - -- Number of Bays Roof : 17 SW A : 07 SW G : 1 - As Shown :3W GIRTS = -- Bay Bay 2 Length 23.833 24.833 ENDWALL ,B Non -e: <p Frame COLUMNS -. C 1 = 8.5x3 C GIRTS ---- 8.5x2. 5Z.058 ENDWALL D Post L< Beam RAFTER -- 9 >; 4.25 C .1046 @ Bays 1- COLUMNS - 8.5,;3 C .058 GIRTS - - - - Size 8. 5x2. ZZ. 07 5 8.5: ::.52.07 5 . 0 5 8 ; Cols Tributary O 6.70 O 6.70 @ Bays 1- 2 @ Cols 1- 3 • Pays 1- 2 c c s L Lap R Lap Exten Exten s 0.000 0.000 s s 0.000 0.000 s 5T8 25. 12./10.17 14./31.04 @ Col Lines 1 -2 Job No : 92 -0008 Star Building Systems Engineering Services ENGINEERING DESIGN CRITERIA Job No Engineer Page : 92 -0008 : ADM : Building Code Structural Loads Building End Use Use Group Classification Roof Dead Load : Roof Collateral Load : Fixed Service Equipment : Minimum Roof Live Load : Actual Roof Live Load . Ground Snow Load (Pg) : Snow Exposure Factor (Ce) : Importance Factor Snow (I) : Roof Snow Load (Pf) : Slope Factor (Cs) : ;:loped Roof Snow Load (Ps) : Classification of Building : THE UNIFORM E;UILDING CODE / 1991 Chapter 23 - General Design Requirements Storage Use Group E{ business (Section 701.0) 2.9 psf Star Material None None 12.0 psf (Table 23 -C trib. ) 600 sgft) 20.0 psf 35.71 psf (Figure A- 5- A7B7C) 0.7 (Table A -23 -S ) 1.0 (Table A -23 -T ) 25.0 psf (Sec. 2304-Appendix) 1.0 (Sec. 2304- Appendix) 00.0 psf Category IV (Table 23 -K) All structures having occupancies or function=_ not listed above . Wind Load : V = 80.00 rnph (Fig. No. 23 -1) Importance Factor Wind (I) : 1.0 (Table 23 -L) Exposure and gust factor (Ce) : B7 0.62 (Table 23 -G) Wind stagnation pressure Ms) : 16.4 psf (Table 23 -F) Design Wind Pressure (P) : 10.17 psf (Normal Force Method Used) Wind Exposure : B- terrain with buildings forest or surface irregularities 20 feet or more in height covering at least 20 percent of the area extending one mile or more from the site. Building Wind : Seismic Load : Seisrnic Zone : Occupancy Import. Factor (I) : Transverse Rw Longitudinal Rw Soil Site S3 : Zone Factor Z : Load Combinations All buildings designed as ENCLOSED CCZIC7 /Rw3W (Sec. 2334) (Static Force Used) 3 1.0 6.0 8.0 1.50 0.3 (Figure No. 23 -2) (Table 23 -L) (Table 23 -0) (Table 23 -0) (Table 23 -J) (Table 23 -I) DEAD + ROOF LIVE (OR SNOW) DEAD + WIND (OR SEISMIC) DEAD + WIND + 1/2 SNOW DEAD + SNOW +.1/2 WIND (Sec. 2304.4.f) NOTES ON DRAWINGS SHEET 3 OF JOB NO. 'it ppp€ DATE ENGR A a* STAR BUILDING SYSTEMS STEEL SPECIFICATIONS Structural steel flange and web materials for built -up sections conform to these chemical and mechanical property requirements of ASTM A -572, Grade 50, Fy =50 KSI minimum yield. Cold formed section material is ASTM A570, Grade minimum yield. Rod bracing is ASTM A36, Fy=36 KSI High strength structural bolts are NOTE: Pipes, tubes and structural building. Pipe materials, when used, are ASTM yield. Structurai tubes, when used, are ASTM A500, Grade B, Fy =46 KSI minimum yield. Hot rolled structural shaped, when used, are ASTM A36, Fy =36 KSI minimum yield. 55, Fy =55 KSI minimum yield. ASTM A325N unless noted. shapes may not apply to this A53, Grade B, Fy =35 KSI minimum This project Lockeford, CA to "Building Buildings and ICBO EVALUATION SERVICE, INC. is fabricated at the Robertson Ceco plant in under ICBOES Evaluation Report Number FA -277. Refer Standards, Part II ", Fabricators of Prefabricated Components. SPECIAL INSPECTIONS All bolted connections unless noted are designed as A325N, bearing type connections with bolt threads not excluded from the shear plane. Per UBC Section 306(A)6.2 inspections prior to or during installation will not be required. BASE ANGLE ATTACHMENT Base anchors on drawing 10.12.00 are to be ICBO approved concrete fasteners. Concrete strength is to be compatible with approved fasteners. Fasteners are not supplied by Star. ANCHOR BOLTS ATTACHMENT Anchor bolts are suggested to hook under horizontal reinforcement in foundation, unless an alternate design is provided by a local engineer. `� 31tJM3OIS { • • Ct. C7 . Tli;IMCiN3 ... 9..Z1 9..;' ....,1 • 10 .c... 9.,2;1 .,.;.,.. • 9.F.T ...a. 1.3 i Cl EHDWALL 6 K 1• x t ••J 14 a/ _ U x CI Q r•, f•1 • u Co C. c▪ xp U IN Cs Cs Cs" IX T • 8 x11 -a V •-•$ r■;i -t � • •••I J i! Lit a5 ••1 II to fi •—- • :A M CO 71 CI 1-►J ••8 r • r- ..i 0-. i 1' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 81 it if i ii 1. a . :i i= is :i l ii i ii '% 1; ii ii ii ii 11 t': 11 iiii I1 is I3 ii ii ;s ii 1i 1ji : } 1 1 i = i 1 11 ti ii :its 11 i• t1 in i} 1= } 1= i i I ii ii ill ii is ii ii _ li ii :i II ii r.- r_� ii Pi cG }. 11 ,a •r•1 ti rI slit 1 i •ii ▪ 1, ii r•? IiJ is ii Ifil s .........,. iiE .. • . • . fi$ Zit .•..w.•.4.,.,•i..w....:.t ... • trt - CO LJ K•• r. 1 I CL 1 �[ L() LI •cj^ I c11 cti C•J 1 Cr.:: • co : :c W �. • CO r•-t tr. CI:i T :2< I I:O •it t;... - J 2::,:; ; ; :, ;,.8; :.:28; ;; : ;:::::l::i' • •'a••ii: ' 1} C3 ��1!1 :i s t:.] s :afistshinst :t :: :: : :Asti:s :t : :: ;11::3 :.J :US :asstt2ttii:ass:i :::: :a:ssss ::::sail: :iA....Z.... _ l�V .. 9to �"T l=J I2a tHh bUiLULNU SYSTEMS 8600 S. I-35 OKLAHOMA CITY 1 OK TB 25 12/10.17 14/31.04 CL OINT REACTION AND LOAD SCHEMATIC ' DATE: 308 FILE 1/ 6/93 PAGE 93-0008 0008A.PRO;3 LL REACTIONS ARE IN KIPS OR KIP-FEET 2 ***** *** 1 ...pi HT NUMBER INC:. ..... ""! .... 0.6 4.7 4 OL ....... ................. •••••• ..... .......... 0.1 1 •1.1 1) Dead Load LL ..... ••••• ..... 0.A 4.7 7 2) Live Load • 3) St-tow Load „.„ ...... . .......... ....... HLL, ...... ••••.: ...... „„; -1•-•••• 2.8 4.1 4 IUr,c4Lo.d Left. 0.1 1.1 1-'- 1 1.2 9.? IILL.a •... • ... ........... :.••• ...... . ................ ...... ....... .„. .......... '• 1/7.1•4:17 . • 2. AI- • ; - • C11. DL :+ pme.: WIND. • 41,Y , I " cj: DEAD LOAD .z . 0 PSF LIVE LOAD 2 5• o PSF WIND LOAD t Q.to psp SHEET `1 OF JOB NO. ' t.- oclo € DATF.IBY I l (, 141Z, ENDWALL COLUMN REACTIONS -- BUILDING A, ENDWALL Fp ZOOliti mar P <3Ni11E$8101.. tENSI'O:NVeRt a .. MI= av traniiO�I on: 1 2.2o O.5G - Z• 5 /Q, 1 FRAME •• 4-.14- _ . ).o1 z - -iE, . 2 . © 0 4- - ■ . o I 2, _ 5/Q, 's - ,ig 3 Frin.ti,F.. - • • 4. 5 . 5 6 6 7 . 7. . 8 • 8 9 9 10 10 NOTE: COLUMNS ARE NUMBERED LEFT TO RIGHT STARTING FROM SIDEWALL A . NOTE COLl1MNS ARE NUMBERED LEFT TO RIGHT STARTING FROM SIDEWALL L• . ENDWALL v ZOOliti mar P <3Ni11E$8101.. tENSI'O:NVeRt a .. MI= av traniiO�I on: 1 2.2o O.5G - Z• 5 /Q, 2 4-.14- lillb ).o1 z - -iE, . 3 z.to a 5t0 - 's - ,ig ' 4 5 6 7 8 • 9 10 NOTE: COLUMNS ARE NUMBERED LEFT TO RIGHT STARTING FROM SIDEWALL A . • - DENOTES ANCHOR BOLT QUANTITY AND SIZE NOTE: VALUES ARE GIVEN IN KIPS. Star Building Systems Engineering Services Building A SEISMICLOADS Job No : 93-0008A Engineer : ADM Date : 1/ 6/93 Page : Building Code: UBC 91 EXP B Seismic Zone 3 = 0.30 I = 1.00 ATERAL DIRECTION S = 1.50 ; Rw= 6.0 Calculation of Seismic Weight (W) : ROOF PANEL ( 1.0psf)( 25.0ft)(31.0ft)/1000. = 0.8 kips WALL PANEL ( 1.0psf)( 24.8ft)(14.0ft)/1000. = 0.4 Kips SECONDARY FRAMING = 1.2 Kips FRAME = 0.7 Rips TOTAL WEIGHT (W) Calculation of Period (T) and Shear Coefficient (C) : T = 0.035 * (h)A.75 = 0.035 *( = 0.260 sec C = 1.25 * 5 / (TA.667) = 4.60 ) 2.75 C=2.75 3.0 Kips Calculation of Shear (V) : V = ZICW/R = (0.30 )(1.0)(2.75)( 3.0) / ( 6.0) = 0.42 Kips Design connections for 3Rw/8 times base shear Vc = (3.0)*(6.0)/(8,..0) * 0.42 = 0.94 Kips Which is less than the total wind force (P) P = 2.30 Kips-1 Seismic does not control. ONGITUDINAL DIRECTION S = 1.50 ; Rw= 8.0 Calculation of Seismic Weight (W) : • BUILDING WEIGHT TOTAL WEIGHT (W) Calculation of Period (T) and Shear Coefficient (C) T = 0.020 *: (h)A.75 = 0.035 *( 14.5)A.75 = 0.149 sec C = 1.25 * 6 / (TA.667) = 6.68 > 2.75 C=2.75 Calculation of Shear (V) : 7.7 Kips 7.7 Kips V = ZICW/R = (0.30)(1.0)(2.75)(7.7)/(8.0) = 0.79 Kips Design braced frames (vertical bracing) for 3Rw/8 times base shear Vc = (3.0)*(8.0)/(8.0) * 0.79 = 2.37 Kips Which is less than the total wind force (P) P = 2.40 Kips Seismic does not control. ROBERTSON /STAR PAGE: ENGINEERING DEPARTMENT JOB NO: 92-0008 ANCHOR BOLT CHECK WITH LONGITUDINAL WIND DATE /BY 01/06/92 Anchor Bolts are checked for combined shear and tension forces from the rod bracing and rigid frame. Rod Bracing Reactions (See computer listing for bracing design) Bracing Shear Reaction : 2.42 kips Bracing Uplift Reaction : 1.26 kips Rigid Frame Reactions (See computer listing DL + Long Wind) Frame Shear Reaction : 0.77 kips Frame Uplift Reaction : 1.66 kips Combined Reactions Shear Reaction : (Rod * *2 + Frame * *2) * *1 /2 = Uplift Reaction : Rod Bracing + Frame = 2.540 kips 2.920 kips Anchor Bolt Selection (quantity and size) = 2 0.625 1/3 increase in allowables allowed (Y /N) Yes Bolt Shear = Shear /Number of Bolts = 1.270 kips Bolt Tension = Uplift /Number of Bolts = 1.460 kips Allowable bolt shear and tension values are tabulated below. Shear Stress = Shear /Area of Bolts = 4.139 ksi (fv) Tension Stress = Uplift /Area of Bolts = 4.759 ksi (ft) Allowable Tension stress with combined shear and tension Ft= 26 -1.8fv <= 20 ksi (May be increased by 33 1/3% if allowed) Ft = 26.667 >= ft ok Shear = 4.133 >= Bolt Shear ok Tension = 8.133 >= Bolt Tension ok Anchor Bolt selection is adequate ALLOWABLE LOADS FOR A307 ANCHOR BOLTS Anchor Bolt Area Allowable Shear Allowable Tension Size (in) in * *2 kips kips 5/8 0.3068 4.13 8.13 7/8 0.6013 8.00 16.00 1 -1/8 0.9940 13.20 26.53 A s?Are B U I L D I N G S SHEET 10 OF JOB NO. 'It- 000 15 DATE/BY L I (pi RL SUGGESTED ALTERNATIVE TO TABLE 26 -F UNIFORM BUILDING CODE, TO DEVELOP ANCHOR BOLT SHEAR CAPACITIES Z_ 2 END PLATE TO BEARING CLIP WELD STANDARD ANCHOR BOLTS BEARING CLIP (INSTALL LOOSE AS CONCRETE IS FINISHED AND BROUGHT TO GRADE.) 2 2 X 4 X 4 END PLATE AT BRACED BAYS 52 31 2 1 4„ 0 8 uO THRU 1 8 I, 0 11 n — n IL___- -__JI I I 11 U 22X 4 X 4 END PLATE AT BRACED BAYS BEARING CLIP FOR EACH STANDARD HAIRPIN PAIR OF ANCHOR BOLTS ASSUMPTION 1) ANCHOR BOLTS ARE ASTM A307. 2) BEARING CLIPS ARE A36, Fy = 36 KSI. 3) MINIMUM CONCRETE COMPRESSIVE STRENGTH OF 2,500 PSI. 4) ALLOWABLE WORKING STRESS IN COMPRESSION OF 0.35 fc or 875 PSI. ANCHOR BOLTS ALLOWABLE SHEAR (KIPS) REQUIRED CONCRETE BEARING AREA (IN2) REQ'D CLIP THICKNESS BOLT BEARING CLIP SHEAR Fp =1.2FU FV =0.4Fy BEARING CLIP SIZE REQUIRED 5" 2 — –8 6.14 7.02 .071 .071 22x22x 6x0' -6 3" _ 2 40 8.84 10.10 .085 .102 21 2 x 22 x 16 x 0' -6 7" 2 -80 12.03 13.75 .099 .139 22 x 22 x 16 x 0'-6 2 —1"0 15.71 17.95 .113 .136 22 x 2 x16x0�-8 " 19.88 22.72 .127 .115 `3x2x 4x1' -Q " 24.54 28.05 .141 .122 `3x2x 4x 1' -2 ' 2" LEG IS VERTICAL " ALLOWABLE LONGITUDINAL SHEAR OF 17.5 KIPS IS CONTROLLED BY END PLATE BEARING AREA. FORM 1001- OO811-11/92 -5M iY 7Y�.��. id;e �':t 1: „.F•�'.y� moo .:♦biyy:{µ: ,,,,,,-/,'1,.4.1., if )d ii 1 ✓Q,S C::P Q i 4-' .pce•' , : 4T`r�l r7. NK . Alto 6+. T , . • • :t :',..<.,,.;,, Y • Ii % -�a ✓• p .Y "q .,ej ,L n.- '.42rro u .>..... 4 q{ y b SECTION • (d x b) L (IN) THK. (IN) R (IN) AREA (IN2) W. /FT. (LBS.) Properties of Section Ix (I144) Ix DEFL (1N4) St . (1N3) Se (IN3) ix (IN) ry (IN) ro (IN) C (IN6) d X- R --1 -X 8.5x2.5 Z .058 .706 .058 .218 .84 286 8.99 8.93 2.12 ' 1.69 3.27 1.17 .57 2.31 8.5x25 2.067 .721 .067 218 .97 330 10.36 10.36 2.44 I 2.12 3.27 1.17 .66 2.68 8.5x25 Z .075: .735 .075 218 1,09 3.70 11.58 11.58 Z72 2.39 -3.26' 1.17 .75 3.00 y 8.5x2.5 Z .082 , .747 .082 .218 1.19 4.05 12.64 12.64 2.971 2.72 3.26 1.17 .82 329 8.5x2.5 Z .092 ; .764 .092 .218 1.33 4.54. 14.14 14.14 3.33 ; 3,17 • 3.26 1.18 .92 3.69 • . ., • w .<.,,. , t'.I,rY• s' e a. : ...1,`- ?;4, . ii"k <H.�D 4 his <'x'3'e 'Itfii ✓}.�2/o, 444#4.. . •-.4'": : ' ... 1< :.:;'. i .i.:': ;^ •�"... 3•:',.' .f z .: }.. '{; .✓� "'�.f:'' S }� 6. R' t7�b <�' � i �h Y .' S•q », )` f � 8 8>P �` I. - P''r'6PfJa ) .,"' tip i71- Sr ' . ' •,. .£3 f,1E � ., WI, el 3 k�; SP.` .. 444''''s'' 12 ` ( fie. ' g3 b SECTION (d x b) L (IN) THK. (IN) R (IN) AREA (IN2) WT.IFT. (LBS.) Properties of Section 1x (1N4) lx DEFL (IN') SI , (IN3) Se (1N3) rx (IN) ry (IN) r0 (IN) C (IN6) I ( d X j--X 8.5 x 3.25C .058 .703 .058 .218 .913 3.11 10.24 9.50 2.41 1.73 3.35 1.16 4 24 17.75 jy 1 R 8.5 x3.25[.075 .745 .075 .218 1.18 4.02 13.18 12.50 3.10 2.57 3.34 1.16 4.24 23.12 8.5 x325[.082 .762 .062 .218 129 4.40 14.38 14.06 3.38 2.86 3.34 1.16 4.24 25.34 9.0 x 4.25C .1046 1.719 .1046 .250 2.09 7.12 26.83 26 81 5.96 5.43 3.58 1.67 5.51 123.5 9.75x4.250.1345 1.729 .1345 .250 2.77 :9.44 41.00 41,00 8.41 8.32 3.84 1.65 5.59 179.3 y 1225x4.25[.1345 1.729 .1345 .250 3.11 10.58 70.14 70,14 11.45 11.34 ,4.75 162 6.06 2794 3 .yc < �.a . yy„y�,�N'�.41. o d'N•: }f�f]Yiy. 9�F i4P.'6' A:%?��:`S'}:vd%fb;Y' }�SRd.f SSX7 f: N^.%l sa! �yi.; tr" 1? v4a!°< e. �Y2~ H+? �^? Y.>%. '4`?�.fe,fi:H3!'.?oo:x ^Ynk`%:�: }..Y� �A.lY1'.1�9R °3 t ^:fi � .�.a}y' t4 �"d�F ; � ,:.4,;,111/41 Y'X > � i.�•f;:'y iOS+l< ��..: 5� ��g�r� � (�! � :3 �,�.r, .�Z��: wx � 41 4.i i<�S**, �' � 4: M Fii s.v+�. �o I w.,.;y.�cy.> <. ✓ r..• lac 'y . . A, �� 7y4,f4:;ji;'" 4�', r ., ,V .` . .�fi . , fed .. sA.i>.: +bRr�,".�,i� ..#t &..s.iin is %Sri`c�T '..1..g . „,,+ ktxt<�`df.3i . '.64.4i;.fti23sf47I'' ",Ao.,t,s .'.r` .Als, 1 .:i?Yt •,,,1� LR%1.�ii $:;): r,•m?i•}i�A..9i': $ : ° SECTION (d x b) L (114) THK. (114) R (IN) AREA (1142) WT. /Fr (LBS.) • • - Properties of Section Ix (1144) Ix DEFL (114') Si (IN3) Se (IN3) rx (IN) ry (IN) ro (IN) Cw (IN6) d - .I_ 8 �� y b 8.5x3.25 ES .075 .745 .075 218 1.18 4.02 13.18 12.50 3.10 2.57 334 116 4.24 23.12 8.5x3.25 ES .082 .762 .082 .218 1.29 4.40 14.38 14.06 3.38 2.86 3.34 116 4.24 25.34 STAR BUILDING SYSTEMS _ ,• r -∎ i STANDARD.STRUCTURALS SECTION PROPERTIES LOCKEFORD, CA PLANT PAGE,,0 ��03 CURFEN1 ISSUE DATE 511.92 4i 34 I1I t t 4 34 j 4 36 PANEL PROFILE 4 3414 • ENQIUEERtNG PROPERTIES OF STEEL DURARIB PANEL . GAGE STEEL qNa (044 (S) (" OUTSIDE IN COMPRESSION IftS10E IN COMPRESSION Fb (1CS) (MINE[) (IN.'/FT) (541/fj) (MIS /FU 26 MX • 0217 50 1.0522 44265 .04428 3:.13103 .04829 . '30 ` 24 •10257 .0776 , 611 , 1.3425 A1S94 05287 : ;0416 .05178 i'3 1. SECTION PROPERTIES WYE BEBI CALcu.AIED IN OCCORWCE WITH CURRENT AISI Ste. 2. MI/41.0.4•1 YEW STRENGTH Df STFS IS S) ISI. 3 *STW.114 31ESS'. MS USED Rl DETINANIG $ECIION PR3PERTE3.1OTU. TI$CPESS IN:LUDES Cro02 NC 0341 6 `i1,O1�Aa1! 40111 {Pj IFOTi�Iti�tJl¢�`..' CAGE SPAN CONDXTION LOAD GIRT SPACING CANOITiON S•0 s-O 7-0 24 �. '. •'' f PRESSURE .:4........;93.e5 .1,,r'...., ., .;93.e5 ,,r'..� 36.50 3452 {l0i ;t :N.•s'2t.74 s• ' .'a*. /:: i'.....i.1 SUCTION • • ,�Et.51 :1 k u :n •*�45, . t 3527 3022 1.2 . : .4j041 •M 7 f:(E628 :,` '.4.52.36 ' ; !,:;..,,•;,,,I,..,;:•4 • ^" �''„.:1: a x , . : .•.... •.0., :::,'A PRESSURE • 4;,51.5'1 ,•t V • x''lt3.E1 ' : 4•. 3527 83.15 O SUCTIN :62Al, ••,..• 5t2A2a • ... 9650 7424 •;• 2622 a +:46.75 r, ''7.1. "A i::. '•. � •• ` " <tk i •I'• • PRESSURE ` ••.ti$426 :•.�1 '''.' jam 4421 55.14 *:..:•:' 2245 '3 •'41A2 e;A sUCri02t • '''15� ;4 • • •'103.50 :'`; 45.63 58.16 ,;:'! . �• 24 34.92 PRESSURE . • 11,•43. •.• : X4.19 - 39.19 37.15 37.15 •2333 SUCTION • •63.49 `.'• 36.74 '`:" ' 1�4 • • 2 SPJW PRESSURE ' b3 .: ism ... X37 00.48 ,•.:.28.19 '''5635 • SUCTION .45125 • , .•, 8859 ,1� J� �•p� ZSPA� - • PRESSURE • •`121.13 70 i'.In.1f44.15 SUCTION 70.63 70.63 • 111x•012 44.98 6934 1 ,4,, Y 02 • ••• •:i.ee ALLOWABLE LOAD.(P13F) FOR STANDARD GIRT SPACING . LOAD EAVE HEIGHTS GAGE CONDITION 10 %0 12-0 14'•0 16-0 20'•0 24'•0 tl4E 3335 40.47 3205 34.09 27.97 39.11 3126 3529 3327 3329 3283 34 D6 26 iiucnoN 33.98 32.71 2855 22.03 3457 3351 3239 3057 34.92 3151 2972 3141 • PRESSURE 34.36 30.01 3344 3634 3522 24 39.04 39.04 37.33 42.09 3799 3582 3656 • 3325 25.11 30.64 3435 37.11 35.97 38.61 3692 41.63 37.57 35.43 3625 1. TOP VALUES ME BASED ON BENDWG 113 WINO LOAD INCREASE G IKLUDGD 2 DOT10M VALUES ME BASED ON DETUC1GN Of 1193 3 STANOARO FASTENER PUUOVER VALUE IS 22155 PER FASTENER PAWING A 113 NCRFASE FOR WRMO STAR I IANUFACTURINGGCO. OKLAHOMA CITY. OKLAHOMA CEDARTOWN. GEORGIA ,.� HOMER CITY. PENNSYLVANIA au•�o1NGi DURARIB WALL PANEL PROPERTIES MG( NO. 6A -10 c1M11(N1 aW( DM( 3-31-85 48 34 1 1 48 ( 48 134 48 36 7 of 48 34 48 PANEL PROFILE -,, . °;' " KY7@'ii; �}](� 'b .".x r, :A �. T.•.sgNEE7.T.�k.i. LKi4:,,I Ais->r <S:+:t.1.",s4. ` ;mt` ti'< �Q'�'j�t� s> Sx2LO• a 'iriETs:Q:.t�d!�'.�''. 6 �x4w C r.: �.1,t�L� s�rdt��t�' �4�s�3:.13ci IV IB a y ,t:'(S :, kt!' � �r. ii �(N 3.0 GAGE • STEEL THK. (IN.) TOTAL THK. (IN.) FY (K51) WEIGHT (/I/FP) OUTS DE IN COMPRESSION INSIDE IN., COMPRESSION Fb (KSI) Ix (IN. '/FT.) Sx ' (IN. 3 /FT.) Ix (IN. ' /FT.) Sx (IN. ' /FT) 26 S P....:C.: 1 4198 ; ..0217 .•< .,.. $`9 #80: 1'x. 1.0522 €: it X' 7:0313' 0373 isb ;7.ra O'03Q2 0376 :�R:. .:;e•v.,,. 1; Y48 .. 24 +rz0257s4A .' .:.. 0276 •y.t 8 "'t,'': 1.3425 f;.0 i9 t h .0511 1 yu.t 0506 s �8 ; t3 1. SECTION PROPERTIES HAVE BEM CALCULATED IN ACCORDANCE WITH CURREM ANSI SPECIFICATIONS. 2 MINIMUM YIELD SIflEtGTH OF STEEL IS 87 t51. 3. "SUE. THICKNESS', WAS USED IN DETETIMINING SECTION PROPERTIES. TOTAL THICKNESS INCLUDES 6-93 ZINC OR'GALVALUME' COATING. � a3'•t'yi�: s ?:,f'q;, 3i•r..: ....:. . i... . . .. r i :.• >..:.... ,. • .;£Ye's).'.!<�':'YS.`�.k. "..�i �:.:..,�,.�... . . ,,! O .8431:1 ,LAAD S Ofi'NOMI 5 U 11 ,SF?. CING'?'w.� t' GAGE SPAN CONDITION PURUN SPACING LOAD CONDITION 3.0 4'•0 5'0 6.0 26 t lt " : °•F £F • st f ° r< •t:. GRAVITY :.,13262::5 ; :' :111.04: > =:'' 74 60 4684 . :, , I 0 ,., J':.' .239t� `L 33.16 13.88 -E , .;‘,1' y :0 ULIFT 177815 ' 'i 97.78; .'. 10327 4125 ' ;64174) .:':,9:21.12' 3 44.56 1222 .. brit' is r :i �s+ yv . ss ;= GRAVITY • :13].68.. :.. ,1'1;%.40 %'' "176.63';• 7520 112.84 " °w ;g813,;s :,,,, r f:: 1 °:1;157.78` "`; :: 33.42 33.44 • ? s ;1 ±z „?': %'... z:':: UPLIFT 23551 99.47 9935 U " :'; :63.85::';' ' ..:: 5087 ;i s 4421 29.44 r:i :'r. r : ` 3t> E GRAVITY . 167.11 :.. 203.54 '.. 9400 88 40 ?f6016'i`': ' ',.'1526 ^' " • °'' 41.78 26.19 , UPLIFT 221.04. 04.49 12533 77.83 :: °,79.57 0.', • • : f:> 3.D.PS Y :' 5526 2306 ; ?;":' 1� z,. r <g GRAVITY 156.03' 222.43 " 87.77 9384 : s" >'56.17, , . . `i':18.05''f"'. 39.01 27.80 UPLIFT GRAVITY `'20638 195.85. • : 181.E .148.59 11603 8262 10220 62.09 -.I' 74.30,,,,.i. , •:. ' .,. 65;11;. ''.. : "32.10`.T' 51.60 2448 45.42 1857 24 ,;:i. ,; :I< 'f lA• : %'.z> l'°. ?1 % UPLIFT � • }• ' 13953. 134.93 5886 .8696: "t: • • .30,14 •••••:' 59.97 17.44 . ::4z o' 1''i 1: '`S,t GRAVITY • • 179.91 3`71 .91 101.20 151.01 { 6...77:1.v> 77,31'. ' 44.98 44.74 UPLIFT 24225 • 336.10 • 13627 141.79 .87,21j'.'•, 72.60' .. 60.56 42 01 : f ` ; , ��5,�,, )71, , < GRAVITY . ?24.89 • 200.40 12650 11830 8096 •: ';: :607'% • 5622 35.05 UPLIFT • 332.81 :.. 263.30 . 17033 111.08 ;.�1Q9,o1-`::: 56.87 :•' ::: 75.70 32.91 " " > ° s' 209,98: •GRAVITY 297.66 >,`. 118.11 125.58 i;'.751�i >'': 't 6429 ` ''t' 52.49 3721 UPLIFT 213 74' •' 27950..,, 159.07 117.91 •'�1Q1;N >, ::••' •.'6037'," 70.68 34.94 1, TOP VALUES ARE BASED ON STRESS. UPLIFT VALUES INCLUDE 113 INCREASE MR WIND 2. OOTTOM VALUES ARE BASED 014 OCRECTION OF 1/183 3. STANDARD FASTENER PULLOVER VALUE IS MG LBS. PER FASTENER STAR 11IANUFACTURINGACO. OKLAHOMA CITY, OKLAHOMA CEDARTOWN, GEORGIA �` HOMER CITY, PENNSYLVANIA DUILOING6 DURARIB ROOF PANEL PROPERTIES PAGE 110. 6A -20 cummENT Issue DATE 3 -31 -85 STAR MANUFACTURING COMPANY 8600 S0. Y -35 CIK LA CITY OK LA 'I'**** INPUT DATA FOR ENDWALLS 1 2 3 4 . . . . mil. • . . 0. • . . 5.. . . 0. . . . 5. . . . 0. . .. 5. ■ • . 0. 6DS 1 4 930008A *SUM *PRC 0 •.5•••. 5 6 • 1 0008A ENDWALL (E() DESIGN CDT 1 14 0 1 R 1 00 0 0 UBC 0.00 2.00 49.67 0.00 0.00 0 1.030 120.0 120.0 120.0 10.17100.00 10.17150.00 10. 17200.00 10.17 0.0 0.0 14.00 1.00 2.05 25.00 12.50 12.92 0.00 0.00 0.00 0.00130.0 0.00 0.00 8.40 1012.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.000 0. 1 7.292 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0. 1 2 3 4 5 6 7 ....°....n.... 5... 0.... 5....0....5....0..5..0..5. ..0....5....0....5.... STAR MANUFACTURING COMPANY 8600 SO. I -35 bi(LA CITY, OKLA ENDWALL (8) DESIGN CDT SUMMARY OF ENDWALL DESIGN Eave Height = 14.00 Ft Roof Slope = 1.00/12 Dist To .Peak = 12.54 Ft Dead Load = 2.0 psf Live Load = 25.'0 psf Wind Load = 10.2 psf LOAD CONDITIONS Girts Columns Job No. 0008A Page No. 3 WL x 1.200 (Pressure) WL >c 1.200 (Suction) - DL +LL DL + ILJL g 1.200 DL + LL /2 + WL :t 1.200 DL + LL + WL x 0.600 Wind Load Coefficient Applied in 2.5 Ft Corner Strip= 2.000 Properties from L.KFD_END. FIL COLUMN NO. CC COL. SPACING 0.67 11.83 11.83 RAFTER FRAME Al ENDWALL GIRTS 7.292 8.5X .5Z.058 COLUMN 8.5X3 C.056 ,Panel span above girts 7.08 Gable Conn Type 1 Anchor Bolts (2) 5/8 Maximum unity check for girts is 0.315 in bay 1 Maximum unity check for columns is 0.488 at column 1 STAR MANUFACTURING COMPANY 8600 SO. I -35 OKLA CITY OKLA 3 porn* INPUT DATA FOR ENDWALLS 1 2 3 4 5 6 7 . •..:,....0.... 5.. ..0....5....0....5....0....5... .0....5....0....5....0....5.... BDS 2 4 930008A *SUM *PRC 0 0006A ENDWALL (D) DESIGN UBC 0.00 2.00 49.67 0.00 0.00 0 CDT 0 14 0 1 1 00 0 0 1.030 120.0 120.0 120.0 10.17100.00 10.17150.00 10.17200.00 10.17 0.0 0.0 14.00 1.00 2.05 25.00 12.50 12.42 0.00 0.00 0.00 0.00130. u 0.00 0.00 8.40 1012.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.000 0. 1 7.292 0. 000 0.000 0. 000 0.000 0. 000 0.000 0. 000 0.000 0. 000 1 2 3 4 5 6 7 0. . • STAR MANUFACTURING COMPANY 8600 SO. 1 -35 OKLA CITY, OKLA 4 ENDWALL (D) DESIGN CDT Job No. 0008A SUMMARY OF ENDWALL DESIGN Page No. 3 Eave Height = 14.00 Ft Roof Slope = 1.00/12 Gist To Weak = 12.50 Ft Dead Load = 2.0 psf Live Load = 25.0 psf Wind Load = 10.2 psf LOAD CONDITIONS rirts - WL x 1.200 (Pressure) WL :< 1.200 (Suction) Rafters - DL + LL Columns DL + LL DL + WL x 1.200 DL + LL/2 + WL ;< 1.200 UL + LL + WL ;< 0.600 Wind Load Coefficient Applied in 2.5 Ft Corner Strip = 2.000 Properties from LKFD_ENL" . FIL COLUMN NO. CC 1 COL. SPACING 0.67 11.83 11.83 RAFTER 9X4C.1046 GIRT; 7.292 8. 5X'2. SZ.058 COLUMN 8.5X3 C.058 8.5X3 C.058 F'anel span above girts 7.08 Gable Conn Type Anchor Bolts 1 1 (2) 5/8 (2) 5/8 Maxirftun unity check for girts is 0.315 in bay 1 Maximum unity check for rafters is 0.381 in bay 1 Maximum unity check for columns is 0.527 at column Star Building Systems, OKC, OK Rigid Frame Design Program - Version 9208 Input Data Echo File: 0008A.FRA;1 STB 25 12/10.17 14/31.04 Building: A User: ADM Page: 1 Order: 93-0008 Date: 1/ 6/93 ADM 93-0008 0008A.FRA;1 *STB 25 12/10.17 14/31.04 DESIGN *SU DA SE FO WE DE *OPT BH *CL 1-2 DEFAULTS *ITER/0 *CONC/2.50 *FLG/0.8 *MS 930008A A *PRC DEFAULTS *GIRT UP *MANUF LKF *DTYF'E WEB STB 25. EXT. COL. *KEYS BRACE *DIM 14. 5Y 10. / 5Y 0. 8. / W10 10. / -1. / WY O. / 8. 5Y 10. / 5D 0. 7.292 1 RAFTER *KEYS BRACE CONN SYM *DIM 8.5 1. 12.5 5Y O. 10. / W10 0. 5Y 0. 3.75 0. *1 4E4E LOAD WIDTH DEAD LOAD LIVE LOAD SNOW LOAD WIND LEFT WIND LEFT2 LOADCOND 100. DL 100. DL 100. DL 100. DL 100. DL 100. DL / 21.8333 5. 0. 1.25 8101 31.04 2.05 12.00 25.00 10.17 10.17 100. 100. 100. 50. 100. 100. 24.83 0.0 • 0.0 0.800 -0.700 LL SNOW WLL SNOW 100. WLL SNOW 50. WLL WLL2 LOAD,DESCRIPTIONS DL *Dead Load LL . *Live Load SNOW *5n� w Load WLL *Wind Load Left WLL2 *DL t LONG. WIND END -0.700 -0.700 -0.700 -0.500 -0.700 -0.700 *ALL 1.000 *ALL 1.000 *ALL 1.333 *ALL 1.333 ALL 1.333 *ALL 1.333 0 4 *EST CDT 2 *LONGITUDINAL WIND *DEFL 120. *DEFL 120. *DEFL 60. *DEFL 60. *DEFL 60. *DEFL 60. 180. 180. 180. 180. 180. 180. *DL + LL *DL + SN *DL + WL *DL + SN *DL + SN *DL .+ LO Star Building Systems, OKC, OK 2igid Frame Design Program - Version 9208 )sin Summary Report File: 3TB 25 12/10.17 14/31.04 Building: A 1EMBE ) Z 1- 2 3ECT NO. 1 LENGTH (FT) 10.00 2.48 AXIAL 3ECT FORCE NO. (KIP) 1 10.74 2 -3.13 LENGTH = 12.89 FT WEB DEPTHS AT START(IN) END (IN) 8.00 8.00 6.00 8.00 MOMENT (KIP -FT) -12.3 18.0 MEMBER 2- 3 SECT NO. 1 LENGTH (FT) 11.80 AXIAL SECT FORCE NO. (KIP) 1 1.38 User: 0008A.FRA;1 ADM Page: Order: 93 -0008 Date: 1/ 6/93 KX = 1.90 OUTER FLANGE 5.00 X 0.1875 5.00 X 0.1875 WEIGHT = 142. LB - ALLOWABLE STRESS - FA FBO FBI (KSI) (KSI) (KSI) 18.21 30.00 30.00 39.99 39.65 39.99 WEB THICKNESS 0.1345 0.1829 -UNITY CHECK - AXIAL BEND BEND (OF) (IF) 0.20 0.56 0.57 57 0.02 0.53 0.35 INNER FLANGE 5.00 X 0.1875 5.00 X 0.3750 MAX AT COMB DIST LOAD UC (FT) COND 0.771 10.0 2 0.531 12.5 3 LENGTH = 12.08 FT KX = 1.11 WEIGHT = 164. LB WEB DEPTHS AT START(IN) END (IN) 10.00 21 .83 OUTER FLANGE WEB THICKNESS 5.00 X 0.1875 0.1345 -ALLOWABLE STRESS - MOMENT FA FBO FBI (KIP -FT) (KSI) (KSI) (KSI) 42.3 22.13 29.94 30.00 MEMBER 3- 5 SECT LENGTH NO. (FT) 1 11.80 AXIAL SECT FORCE NO. (KIP) 1 1.38 -UNITY CHECK - AXIAL BEND BEND (OF) (IF) 0.01 0.70 0.67 INNER FLANGE 5.00 X 0.1875 MAX AT COMB DIST LOAD UC (FT) COND 0.707 9.1 LENGTH = 12.08 FT KX = 1.11 WEIGHT = 164. LB WEB DEPTHS AT OUTER FLANGE START(IN) ENO (IN) 21.83 10.00 5.00 X 0. 1875 - ALLOWABLE STRESS - MOMENT FA FBO FBI (KIP -FT) (KSI) (KSI) (KSI) 42.3 22.13 29.94 30.00 MEMBER 4- 5 SECT LENGTH NO. (FT) 1 10.00 2 2.48 AXIAL SECT FORCE NO. (KIP) 1 10.74 2 4.38 WEB THICKNESS 0. 1345 -UNITY CHECK- AXIAL BEND BEND (OF) (IF) 0.01 0.70 0.67 LENGTH = 12.89 FT WEB DEPTHS AT START(IN) END (IN) 8.00 8.00 8.00 8.00 INNER FLANGE 5.00 X 0.1875 MAX AT COMB DIST LOAD UC (FT) COND 0.707 2.9 KX = 1.90 WEIGHT = 142. LB OUTER FLANGE 5.00 X 0.1875 5.00 X 0.1875 -ALLOWABLE STRESS - MOMENT FA FBO FBI (KIP -FT) (KSI) (KSI) (KSI) -12.3 18.21 30.00 30.00 -20.4 24.28 39.99 39.99 TOTAL. FRAME WEIGHT WEB THICKNESS 0.1345 0.1829 -UNITY CHECK- - AXIAL BEND BEND (OF) (IF) 0.20 0.56 0.57 0.03 0.60 0.40 INNER FLANGE 5.00 X 0.1675 5.00 X 0.3750 MAX AT COMB DIST LOAD UC (FT) COND 0.771 10.0 2 0.572 12.5 4 614. LBS. Star Building SystemsT OKC7 OK Secondary Member Design - Version 9203.02 Input Data File: GEOMETRY overall dimensions cantilever info DESIGN REQUIREMENTS load info load line wind load def 1 const des parameters frame flange width PURLIN GROUP #1 general info span 0 info span 1 info span 2 info EAVE STRUT GROUP #1 general info span 0 info span 1 info span 2 info GIRT GROUP #1 general info girt spaces span 1 info : span 2 info : WIND BRACING roof bracing info ewi col spaces wind :info 1 **Warning: Number wind info 2 roof bays braced GEOMETRY **Warning : SW Bays overall dimensions cantilever info DESIGN REQUIREMENTS load info load line wind load def 1 const des parameters frame flange width PURLIN GROUP #1 general info span 0 info span 1 info span 2 info EAVE STRUT GROUP #1 General info span 0 info span 1 info • • 0 • • Page: 1 Proj.: Date: 1/ 6/93 ADM 0008A Secondary Members Design *prl*ds6*sm1*vr3 bds 4 930008A des prc *LKF;CDT 25.00 49.67 14.00 1.000 12.50 2 A 1 1 1 1 2 0 -1 1.00 1.05 0.00 20.00 25.00 10.17 1.05 0.63 1 0 0 ub88 seis 0.79 0 0 0 1 ubc 0 0 2.50 2.50 1 150.0 150.0 75.0 75.0 75.0 90.0 37.5 11 0 1.030 0.333 55.0 70.0 0 dr -1 f p 1 *aisi 5.00 5.00 4.00 3 -1.00 3 0 1.00 3.75 58 23.83 3.75 58 24.83 3.75 58 1 -1.00 3 1.00 2.50 23.83 2.50 24.83 2.50 3 0 3.75 2.50 0.000 s 0.000 0.000 c 2.083 2.083 c 0.000 0 0 1 15 0.000 15 0.000 15 0.000 1 0.00 2 1 0 7.29 6.71 23.83 6.70 58 0.000 24.83 6.70 58 0.000 • • • of s 0.000 c 0.000 s 0.000 s 0.000 s 0.000 5.00 nb c nb s nb c 5 nb nb nb 0.00 1.25 nb -2.800 -1.700 nb -2.000 -1.300 nb -2.000 -1.300 nb nb nb -2.800 -3.000 -3.000 -1.700 -1.300 -1.300 s nb nb 1.10 1.20 -2.00 -1.20 s nb nb 1.10 1.20 -2.00 -1.20 1.17 1.26 3 0 1 1.00 0 0 0 12.50 12.50 0.00 10.17 100.00 10.17 150.00 10.17 SW Bays Braced Set Equal To Number Of Roof Bays Braced.** -0.500 0.800 0.00 0.00 0.00 1 Braced Set Equal To Roof Bays Braced.** 25.00 49.67 14.00 1.000 12.50 2 C 1 1 1 1 2 ▪ 0 -1 1.00 • 4 • • • • 1.05 0.00 20.00 25.00 10.17 1.05 ub88 seis 0.79 0 0 0 1 ubc 0 0 2.50 2.50 1 150.0 150.0 75.0 75.0 75.0 90.0 11 0 1.030 0.333 55.0 70.0 0 dr -1 f 5.00 5.00 4.00 3 -1.00 3 1.00 3.75 23.83 3.75 24.83 3.75 1 -1.00 3 1.00 2.50 23.83 2.50 0.63 1 0 0 37.5 p 1 lizaisi 0 3 0 3.75 2.50 5.00 0.00 1.25 58 0.000 s 0.000 c nb nb -2.800 -1.700 58 0.000 c 2.083 c nb nb -2.000 -1.300 58 2.083 c 0.000 s nb nb -2.000 -1.300 0 0 1 15 0.000 s 0.000 c nb nb -2.800 -1.700 15 0.000 c 0.000 s nb nb -3.000 -1.300 Secondary Member Design - Input Dat a Secondary Members Design Version 9203.02 File: 0008A LKF Proj.: 930008A Date: 1/ 6/93 GIRT GROUP #1 general info girt :spaces span 1 info : span 2 info WIND BRACING roof bracing info ew1 col spaces sw brace info wind :info 1 wind :info 2 roof bays braced sw bays braced • 1 0.00 2 1 0 7.29 6.71 23.83 6.70 58 0.000 s 0.000 s nb nb 1.10 1.20 -2.00 -1.20 24.83 6.70 58 0.000 s 0.000 s nb nb 1:10 1.20 -2.00 -1.20 • • • • 1.17 1.26 3 0 1 .1.00 0 0 1 12.50 12.50 0.00 1 1 13.40 10.17 100.00 10.17 150.00 10.17 -0.500 0.800 0.00 0.00 0.00 1 1 Star building Systems, OKC, OK User: ADM Page: 3 Secondary Member Design - Version 9203.02 Proj.: 930008A Design Summary File: 0008A Date: 1/ 6/93 Secondary Members Design L.KF Building Geometry Width Length Eave Height SW A Roof Slope SW A Ridge Dist SW A Overhang at EN B Number of Bays .Load Combinations Purlins Girt Wind Bracing Notes 25.00 ft 49.67 ft 14.00 ft 1.000/12 12.50 ft 1.00 ft Loads Roof Dead Load EN B Overhang DL Roof Live Load Roof Snow Load Basic Wind Press X -Brac Wind Press X -Brac Wind Steps X -Brac Seis Load UBC 88 3Rw /8 Load Wind Coef Type - 100% DL + 100% SL 100% DL + 100% '4L'r (UBC coef) - 100;•: WL_* (UBC suction coef) 100% WL..* (UBC pr essure coef) 100% 100% 100% 100% DL. + DL + DL. + DL + 100' WL *(UBC coef) 100% SL + 50% WL* (UBC coef) 507. SL + 100/ WL *(UBC coef) 100% Seismic 1.05 = 1.05 20.00 25.00 10.17 10.17 = 100.00 0.63 = 0.79 UBC psf psf psf psf psf psf ft psf kips Design Based on 86 AISt cold-Formed Steel Design Manual Building designed as enclosed. Endzone effect applied to both ends of building. Endzones calculated using UBC provisions. Left i ndzone width = 2.50 ft., Right endzone width Yield stress = 55.0 ksi, Tensile Strength = 70.0 Purlins designed with top flange attached to panel. Girts designed with outside flange attached to panel. Maximum unity checks sidewall A run : Purlins : Run # 1 - 0.835 in bay 1 at x = 20.76 load t3:irts : Run # 1 - 0.993 in bay 2 at x = 12.41 load Maximum unity checks sidewall C run : Purlins : Run # 1 - 0.835 in bay 1 at ;< = 20.76 load Eirts : Run # 1 - 0.993 in bay 2 at :< = 12.41 load 50 ft. bearing angles required at frame line(s) - 2, Bearing angles required at frame line(s) - cond #1 by cond #1 by cond #1 by cond #1 by 3 purlin group #1 SW A 3 purlin group #1 SW C flex +shear flexure flex +shear flexure atar tiuiloing 5ystems7 OKC, OK User: ADM Page: 4 Secondary Member Design - Version 9203.02• Proj.: 930008A Design Summary File: 0008A Date: 1/ 6/93 Secondary Members Design LKF Bay Layouts for Side Wall A Run Purlin Run # 1 Span Span Trib Sect Left Lap Right Lap T Fing B F1ng Wind Coef No, (ft) (ft) (ft) (ft) Brace Brace L Cant 1.00 3.75 82.067 - 0.000 nb nb -1.70 1 23.83 3.75 8Z. 067 0.000 3. 073 nb nb -1.30 24:83 3.70 82.067 3.073 0.000 nb nb -1.30 Number of rows of purl ins = 3 Furlins spaces,: 1 3.75, 1 @ 2.50, 1 @ 5.00, 1 @ 1.25 Left endzone coefficient = -2.00 Right endzone coefficient = -2.00 Eave Struts Span Span Trib Sect Left Lap Right Lap T F1ng B F1ng Wind Coef No. (ft) (ft) (ft) (ft) Brace Brace L Cant 1.00 2.50 ES.075 - 0.000 nb nb -0.70 i 23.83 2.50 ES.075 0.000 0.000 nb nb -0.70 2 24.83 2.50 ES.075 0.000 0.000 nb nb -0.70 Left endzone coefficient = 0.00 Right endzone coefficient = 0.00 Girt Run At 1 Span Span Trib Sect Lett Lap Right Lap 0 F1n9 1 F1ng Wind Coef Nu. (ft) (ft) (ft) (ft) Brace Brace (pr,su) 1 23.83 6.70 82.075 0.000 0.000 nb nb 1.20, -1.2 2 24.83 6.70 8Z.075 0.000 0.000 nb nb 1.20, -1.2 Number of rows of 9irts = 1 Girt spaces : 7.291 6.71 Left r.nd:.ane coefficient (pressure) = 1.10 Right endzone coefficient (pressure) = 1.10 Left endzone coefficient (suction) = -2.00 Right endzone coefficient (suction) = - 2.0') Wind Bracing Design - Sidewall A EW Column No. Bay Item 1 2 3 1 Strut Z Z Rod. PF 1a7/16 1 @7/16 Star Building Systems, OKC, OK - User: ADM Page: 5 Secondary Member Design - Version 9203.C)2 Proj.: 930006A Design Summary File: 0008A Date: 1/ 6/93 Secondary Members Design LKF Wind Bracing Design - Sidewall A EW Column No. Fear Item 1 2 3 2: Strut C. Z Z Star Building Systems, 014C, OK User: ADM Page: 6 Secondary Member Design - Version 7203.02 Froj .: 930008A Design Summary File: 0008A Date: 1/ 6/93 Secondary Members Design LEF Bay Layouts for Side Wall C Run Purlin Run # 1 Sparc Span Trib Sect Left Lap Right Lap T F1ng B F1ng Wind Coef No. (ft) '(ft) (ft) (ft) Brace Brace L Cant 1.00 3.75 SZ.067 - 0.000 nb nb -1.70 1 23.83 3.75 SZ.067 0.000 3.073 nb nb -1.30 24.83 3.75 8Z.067 3.073 0.000 nb nb -1.30 Number of rows of purlins = 3 Fur l iris spaces : 1 �eT 3.75, 1 2.50, 1 5.00, 1 1.25 Left eendzone coefficient = -2.00 Right endzone coefficient = -2.00 Eave Struts Span Span Trib Sect Left Lap Right Lap T F1ng B F1ng Wind Coe+ Nr :i.. (ft) (ft) (ft) (ft) Brace Brace L Cant 1.00 2.50 ES.075 - 0.000 nb nb -0.70 1 23.83 2.50 E5.07 5 0.000 0.000 nb nb -0.70 2 24.83 2. 50 ES. 075 0. 000 0. 000 nb nb -0. 70 Left candzone coefficient = 0.00 Right endzone coefficient = 0.00 Girt Run # 1 Span Span Trib Sect Left Lap Right Lap 0 F1ng I F1ng Wind Coe+ Nci.. (ft) (ft) (ft) (ft) Brace Brace (pr,su) 1. 23.83 6.70 8Z.075 0.000 0.000 nb nb 1.20, -1.2 24.83 6.70 8Z.075 0.000 0.000 nb nb 1.20, -1.2 Number of rows of girts = 1 Girt spaces : 7.29, 6.71 Left rindzone coefficient (pressure) = 1.10 Right endzone coefficient (pressure) = 1.10 Left t ndzone coefficient (suction) = -2.00 Right: endzone coefficient (suction) = -2.00 Wind Bracing Design - Sidewall C EW Column No. Bay Item 1 2 3 1 Strut C Z Z Rod 1 @7/16 1 @7/16 1.7/16 Star Building Systems, OKC, OK User: ADM Page: 7 Secondary Member Design - Version 9203.02 Proj .: 930008A Design Summary File: 0008A Date: 1/ 6/93 Secondary Members Design LKF Bay Item Wind Bracing Design - Sidewall C . EW Column No. 2 3 2 Strut C Z Z Minimum Anchor Bolts = 2 - S /S" in bay 1 Lewis F. Leber 8851 S. E. 37th * Mercer Is%ancl, 'Washington 98040 February 12, 1992 Mr. Bob Benedicto Senior Plans Examiner City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Dear Mr. Benedicto: Enclosed is the the Building Permit Application for the replacement metal building at our plant, 17300 West Valley Highway. This building is to replace the metal storage building that was removed from our site to enable the removal of storage tanks beneath the building. It is not heated, has no plumbing or sewer facilities and is intended for dry storage of excess equipment and Class III -B Combustible materials. It is essentially the same as the building replaced except the roll up doors are both on the west side of the building and it is one foot wider. Also enclosed are: 2 sets - Building Plans 2 sets - Site Plans showing the site plus building elevations and footings 2 sets - Engineering Data on the Building 2 sets - Engineering Data on the Footings 2 sets - Engineering Data on the Soils We are also enclosing 2 copies of the Site Plan for Mr. John Pierog of the Public Works Department. He said they would need 2. copies only, since this is a replacement of what previously existed. The United States Printing Ink Company, Inc. (USPI) is the tenant at the site. To effectively utilize the plant they would like the north dock slab replaced as soon as feasible. If you can approve the footings and slab design early we can have the contractor finish this work prior to the shipment of the building to our site. The building takes 6 to 8 weeks for production and we would appreciate your approval as soon as feasible. Darryl Dalisky, the plant manager for USPI in Tukwila, has talked to the fire department about storage of materials and was told to await plan submission before further discussions. Now that plans are submitted he looks forward to meeting with the Tukwila Fire Department to discuss plant operations. Sincerely, Lewis Leber General Partner in Relco Enclosures - Listed above C.C. Mr. Darryl Dalisky - USPI Mr. Larry Lepore - USPI RECEIVED CITY OF TUKWILA FEB 1 2 199? PERMIT CENTER M E M O DATE 2/23/93 TO Relco/ U.S. Printing Inc. file FROM RSB SUBJECT Initial review comment(s) # OF PAGES 1 Initial review of site plan for new metal storage building indicates that the property line to building setbacks on the North & East exposures are indicated as less than 20 feet. Per Table 5 -A, a V -N, 8 -2 occupancy must have one hour fire resistive protected exterior walls when located less than 20 feet from property line. Called Lewis Leber, left message for return call. Two options: 1. Relocate building to provide for 20 feet set back at North & East walls. 2. Provide a detail for one hour fire resistive protection at interior of building at North and East walls. z f z/ gb 1. 41)15 L 13�4 sly 'D/5Gu5S �x�c1 , X4/O WJ4T ,+ c 'v, 15 / 17 4lfla/4/ r564- cp Per Twa 44s cam' /w' / .4A/ - crae f i W e / 54s6,447, C44' &J /ec ,lif ) 6 fi /Iq qU //t7i/ 4 4 Y-'/eepo-5 041oN4 rio- ,ri p #e line, — uJiu cue j aj wgk L - / II /P limey WIG /WOVE eV 140/N4 co )Y* 0 spar /-. r,e: / lm /4,,e f 'uJ.Q/G cR,ctG, I?ciMi,) i /9 Jt4� 0 rn ZD N N A L'6..1 -O 41 i-1 4J 4-) •r1 0 W c• (0 S •N W •rci U 40 ni • N 4-i , • w pi Hll 0 O '3 .(4) I, 3 � •� U g 1 1 !A N r21 N M City of Tukwila John W. Rants, Mayor Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISION ///2 DATE: SEPTEMBER 29, 1992 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS USPIC /Relco (aka "Leber Ink ") 17300 West Valley Highway Project No. P92 -0093 • Contact Person: Brian Clark Telephone No.: (206) 632 -8020 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE ACCORDING TO THE SITE PLAN APPROVED ON SEPTEMBER 29, 1992: Permit Fee Hauling $ 25.00 'PWala - C0 (p"--) Land Altering $ 118.50 PW qa_ oa) 3 $ 143.50 The Developer is referred to other City agencies, including the Fire Department and Building and Planning Divisions, for other requirements which may affect the commencement of this work. Two copies of the confirmed Utility Permit Application Form and approved site plan are attached for inclusion in the permit file. JP /cd attachments: a/s cf: City Utilities Inspector (w /copy of plans /application) Development file (w /copy of plans /application) CD.D18.USPIC.UPA 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 Lewis F. 411ber 8851 S. E. 3711 * Mercer Island, Washington 98040 March 16, 1993 Mr. Bob Benedicto Senior Plans Examiner Department of Community Development City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Dear Sir: We submitted plans on February 12, 1993 for the erection of a new metal building to replace an essentially identical building removed to allow underground storage tank removal. The reference is Plan Check Number B93 -0053. It is our understanding you will approve the plans submitted if we place, the walls of the metal building 20 feet back from both the east and north property lines. We hereby agree to do so. Sincerely, Lewis Leber. Relco Partner (206 - 232- 5529) RECEIVED CITY OF TUKWILA MAR TS199 PERMIT CENTER to' tip h J - �• 'rigor L W& N 1 , N •. es 1 1 td t iK ,nib __ 1)5 har tt otls*. Ice EASEMEIIT HYbRA11T C Lila SUILOINC&, Oar, c c., 4LAly UI.1ogA, MEb.I SL.nv, KwvT, G. Pk Cewi: conic. SLAB "F Eve rime. e%U? 4d►Tt w,T r .. g %r. col. . b .AS (EL, *1.116.3 _0XIS'T11.JG► PLJIL011.1CG firma. FLa , tLVY. 211,6 VIII■ 1ft t fr aootrap'IIa Ow; AseKA ..t rnrl44- -- E> rLAseTI►4C. Atr-A. r EVIT,, I1..113.1Ls* /E40E6S `-- EXI was F'1411 V'BLrt ki is- +,ti' . to- a 224n440' Lst:T, Cs14TE. Es imarkIAL-t r/NI►.1d E crr filkalfa , fofla4ce ra (-I " RiTAL• �^ k4Mn• pE/T. / 10' 1141,111•0/1114-r I l er VAL.L-EY Ra40 SITE rLAN I " 'y 2o' (15:440T PMNTIw4d MICA i.,c t► 1146*walacasss NORTH NoTES • k&El -I AOO rrO• Ap (I FL I,) - I, 24so SF OCCUPA144y - r22 -7- ('sroPAC+t) C01-00. iyre - Ski PARKJkIe 'eMa Rite - o (1,11-4 0CG1.1 PI to LEn'. ?HAM 4' ELEV. Olf•Ftl4iwCE 114 'DrTE TorbaMDMY 4110 1.1F14 FEk4CIIJQr ON SITE 140 NSW OLutQoo . LIGHT I1.1C.014"Sift X93 -b053 E'% 4t FIRE Ntom war R• `9:- . Ernst pL4+1-rn'4s ARbla OWI.IES. nit* n2Ta'iltr, LIIfr, WING. 11.11c COR1! Moo iawr VALLE H14111aAT 'TUKWILA, WA •IsISs 'TAX NUM beg. GI -4LoO - 14670o -04 LE604L. Pe 4711 0► -1 - TMAT MRTIOI.t OF cr+o'/T. L0T '1 II1 catc. -r, LSI TOWI.1tI-41P ZEN, M14CY 4 EA'si, 14. M, L`fING WEST or THE 101.1661° 4ouI_Jo ELEcrfkice RAIL.WAY''S poRME►Z Nc+,1- I'T•oF•l441Uf AI-10 SAW of SEtaMqAR.t 'WA'S 11100a114AY No. S -M &pts I41)(1afer VAlat $G/tO), EXCEPT THE. 40L4TH 99S PT. T emeor; SITUATE 11-' '4t cart' of TIiI:WILA, Go U MT`I' o1'• KJ I -ICs , 'dPFra OF I1 VIGIFIrY MAP t It 0 0 2 ,exgr. 144-milk M/11N VALvE r 1t-L14 1 , s y i s‘J L 11. 14F takt, ,.< ... N ill 1 wi + 1 ■ PRA.e rsrrE- Not-rH T PILE COM 1 IOt_ rd Doe de .IM Oda appouds IM ollod le a all Sod ad sad d dims s•t see s --aI •0lll■■6 Mt d Sat sip d 11EIt M.. PR,Ak1ftG INDEX Al - srTe. rLAl.t At - SUILOING ELEVATokk 51- FouHg4TYOw PLAkI c.. G. I MAkLLlrACTuMo PyI.LYs, o 4Wlmars Eo E EZ t3 E4-L. pIL la It Itos 1.11 1-1.11 n.t4 30,11 SS.o i e4.IS IA 04 ■ SIM Paw 1 ma POI! O Pu ss o w PIPPO MEM OPINION CITY OF TUKWILA APPROVED MA 1993 r,rr..rNEQ ' i i Y C t I UKWILA FE9 1 2 1991: MrM= FEB 1 2 1991 tou-rN e L Ear. [Act- I'eon NOTs: gaga MsL.GQ�. MANu!! OOZAWIM&b roe ADOITIOklAL �NR MATIol.l Norki g 1. EV, 4sNo« ONSPT, Gu-rt • am.fPT ^101X 101 o aOLHI A o POOL eDip As l-- fret goo', TYr krn-,Eer LL_EY. /qr. ,,_o., EAST eLa\ vs" a L_ o" CITY OF TUKWIUI APPROVED MAR • 1993 j1T�, i'i.. FEB 1 2 1991 PERMIT CENTER e i I lit F1 • .tiro A III f< Y , WIN IA 7 0 CDtittr-t au-rare a. — Or' PT 4 0� EAST eLa\ vs" a L_ o" CITY OF TUKWIUI APPROVED MAR • 1993 j1T�, i'i.. FEB 1 2 1991 PERMIT CENTER e i I lit F1 • .tiro A III f< Y , WIN IA 7 0 1 a J --7r 1 0� 1 SLAB REINFORCING EXISTING RETAINING WALL jj4 BARS 0 12" 0/C E.W. 1 3/4' 1 1w re) �' A wl // /// // 'art It /// // // r,t // ./// // // IY/ // // vti ►I 1 3/4" R� M .3/4" 1 1 3/4" 1 3/4" 1 3/4" ■M111■ ■1111■ ■■ MN MI MI WM ME ■111• un•n MUM ME= 1 3/4" 4 1/4" 1 M M -I N i 9, 1 3/4" M .— 23' -10" 25' -0" 50' -0" FOOTING AND SLAB PLAN; #5_ BARS CONT T &B P12re0053 4" OR 4 1/4" VERIFY W/ STAR BLDG SYSTEMS DWG C. OF ANCHOR BOLTS - 5/8" DIA x 2' -4" 1V 4" HOOK 4 BARS ® 12" O/C E.W. TYPICAL SLAB REINFORCING BEND ENDS OF #4 BARS TO SUIT LAP c U 3' 0 • • v / \\ 12 CLR • 12 1' -6" CONCRETE SLAB #4 BAR ® 12" 0/C BENT MIN. LAP 36 BAR DIA (18 ") PREPARED BASE COURSE IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS SECTION A -A SCALE: 1" =1' -0" NOTES: 1. CONCRETE TO ATTAIN MIN. STRENGTH OF 3000 PSI AFTER 28 DAYS. 2. REINFORCING STEEL TO BE GRADE 60 (Fy =60 ksi) 3. CONCRETE AND REINFORCING STEEL TO BE PLACED PER ACI CODE 318 -89 EsP: Res + te•tI -R; Ay LE it FEB 1 2 1993 PERMIT CENTER oU Cxn'LGP..G CL'/! u JOL •.. 24309 WOODINVILLE /SNOHOMISH RD WOODINVILLE, WA 98072 . FOOTING AND SLAB. FOR THE LEBER BUILDING Dw" "'' GHS °ATE' 12/29/92, CMKD r: M DV DATE: 12/31/92. SCALE. 1/4 si 1' —O' REVISED: DESIGNED SY: M DV REV. _ REVISION TO SUIT SBS DWG F1 /L DESCRIPTION GHS By 2/93 DATE APPVD r owo No: 3-0A-1 A ): UILDING SYS7EMS ENGINEERING DESIGN CRITER /A BUILDING CODE : STRUCTURAL LOADS . BUILDING END USE : USE GROUP CLASSIFICATION : ROOF DEAD LOAD : ROOF COLLATERAL LOAD : FIXED SERVICE EQUIPMENT : MINIMUM ROOF LIVE LOAD : ACTUAL ROOF LIVE LOAD : GROUND SNOW LOAD (PG) : SNOW EXPOSURE FACTOR (CE) I APORTANCE FACTOR SNOW I) ROOF SNOW LOAD (F) SLOPE SLOPED RO CO ADD (PS)) r CLASSIFICATION OF BUILDING : WIND LOAD : IMPORTANCE FACTOR WI RD (l) : EXPOSURE AND GUST FACTOR (CE) : WIND STAGNATION PRESSURE (011): DESIGN WIND PRESSURE P WINO EXPOSURE : BUILDING WIND . SEISMIC LOAD : SEISMIC ZONE . OCCUPANCY IAPORT. FACTOR (I TRANSVERSE RNr LONGITUDINAL RW . SOIL SITE SJ : ZONE FACTOR Z : LOAD COMB /NATIONS rte- UNIFORM BUILDING CODE / 1991 CHAPTER 2J - GENERAL DESIGN REOUIREMCNTS STORAGE USE GROUP B BUSINESS (SECTION 701.0) 2.9 PSF STAR MN TERIAL NONE NONE 12.0 PSF (TABLE 23-C TRI8. > 600 SOFT) 20.0 PSF 35.71 PSF FIGURE A- 5- A,B,C) 0.7 (ABLE A -2J-S ) 1.0 (TABLE A -2J -T ) 23.0 PSF (SEC. 2J04 APPEND I X) .0 01.0 PSF (SEC. 2J04- APPENDIX) CATEGORY 111 TABLE 23-1) ALL STRUCTURES HAVING OCCUPANCIES OR FUNCTIONS NOT LISTED ABOVE. V - 80.00 APH (FIG. NO. 23-1) 1.0 TABLE 23-L ) B, 0.82 (TABLE 23-G) 16.4 PSF (TABLE 23-F) 10. 17 PSF (NORMML FORCE METHOD USED) B- TERRAIN WITH BUILDINGS, FOREST OR SURFACE IRREGULARITIES 20 FEET OR MORE IN THE I GNI COVERING AT LEAST 20 PERCENT OF THE AREA EXTENDING ONE MILE OR MORE FROM THE S/TE. ALL BUILDINGS DESIGNED AS ENCLOSED [?ZIC2/RW)W 331.0 6.0 8.0 1.30 0.J (SEC. 2334) (STATIC FORCE USED) (FIGURE NO. 23-2) (TABLE 23-0) (TABLE 23--JJ) (TABLE 23-1) : DEAD + ROOF LIVE OR SNOW) DEAD + WIND (OR SEISMIC) DEAD + WINO + 1/2 SNOW DEAD + SNOW + 1/2 WIND (SEC. 2304.4.F) 13q3 -0o53 rFNFRA NOTES 1) ROOF PANEL 26 GA. DURA -RIB 2) WALL PANEL 28 GA. DURA -R /B 3) BASE RASH 26 CA. -- • 4) ALL OTHER RASH 26 GA. -- SHELL WHITE (53) 5) EAVE GUTTER 28 CA. -- SHELL NHl1E (33) 0) DOWNSPOUTS 20 CA. -- SHELL WHITE (53) • - COLOR TO BE PROVIDED ON APPROVAL ALUM -ZINC (87) • 1 `,�,flT1% y, i nr \ . . C t. tom'• 1 - 1' ?\--rts OF ;,;10 CITY Of TUKWILA APPROVED ATM's 5 :93 RECENED Gay OF IUr.gN1 A FEB 1 2 1993 PERMIT CENTER l• A•'G MvisIONs BY DATE IOW zon DIN BY DATE 4 142/13 CHK BY DATE RGFt STAR BUILDING SYSTEMS sTAn a Robertson Coco company DANIEL It ASSOCIATES. INC. LENS LEBER TUKKA, WASHINGTON 93 -0008 EO ( • I :"2 tJ =10 Si -0 81 X V .017 AMIN 411) rr-jit if lir v +...% .- - -- ` %. 1.-.. -r ,% -'' • ROD x .. %%4% . .''' (31 K.S.L) ��•_„ .3w ` 1 - - - - -- .f - - - I 1..1 Y/ * �'' / " -1 % so .% ` 1 is, ...-- el � . -, •••• 4' -0 1 O 10 -0 ®® 11 -0 Jo p 10.-0 12' -0 1 X 212 .073 w ROOF FRAMING PLAN BJ x NC .075 04 -11730 TU -A360 X JJC .082 U.N.) 81 X 2%Z .075 �4 X212.075 0 d is 81 X JJC .073 04 -A750 0 .1 0 Bf X ?JZ .073 4 =0 11-2 10' -0 11 -0 J' -0 f0' -0 12' -0 2J -10 23' -0 A .1 ' — vk —f ccr wars © 2 - 10' -0 X 10' -0 P.O. ON MELD LOCATED) BO ONE - 3070 SMOOTH BLANK MONO DOOR (S a) W/CYLINDER LOCI( W/OUT tWATHERSTRIP © 100 - LINEAL FEET OF W GUTTER (2 RUNS AT au ) © 4 - 4 X 5 DONNSPOUTS AT 14' -0 MMTH ELBOWS 9*5 DENOTES: COLUMN LINES 2,4) THAT REQUIRE PURLIN MEB S9PFENER 05 -09Z RE: STANDARD ORAINNC 17.11.04 DETAIL •A' (MEB S11fFENER 03 -097 NOT REQUIRED INCONJJNC71GN INTH AN71 -BALL CUP 05 -096 OR CUP 05 -430.) 81 X JJC .075 04 -A750 o b b13 -0053 N..770N .° zaJ X 2%Z .075 23 -0 noke : 44-rol clip of-014, ere**, 44 rurl(n 4# (.KM"), ct 41N11 110t. yu : �rll, d..- iii too 81 X JJC .075 04 -8730 .4- %-%/- 81 x 212 .075 tJ • ELEVATION •C" 4 •. ROO K.SI. FES 1 2 I9^3 PERMIT CENTER 1 =xmu 1111113 1 REVISIONS BY DATE • NOTES ofN BY ,a 1,12/93 CHK BY 1 DATE DATE 1' ;11 STAR BUILDING SYSTEMS a Robertson Coco company s1An Ink DANIEL It ASSOCIA 1E& INC LEINS LEBER TWONLA, WASHINGTON 9.3-0008 E1 D C a • • w 9 h K m n 8i X 2# .058 P i T U W 2 "A2E2. I 1 1. —"C y x JJC .058 /-yX2Jz.0a 1 3 e- X 0 .038 12' -8 ELEVATION "e" 02- 303 �- BASE FLASH 12 -A014 ELEVATION "B" as aD ac as as at ap an aK am an up as BT au aw aZ Da DD DC DO DO DT ow un oR u'n ull uN vo sin uu uw OZ .27t2" ►1 17 -4490 BX4C. 192/t211 17 -RA 8 X 4J0 .1048 a 1- 81 X 2Jz .038 81 X NC .058 N 4380 0 17- 7 JIX lie .1343 a 8,1 X 2JZ .058 81 18-0580 X C .058 l -0 11' -8 11' -8 ELEVATION "0" 02- 503 81 X JfC .058 18-A580 \- BASE FLASH 12 -A014 Z P ELEVATION "0" sq3 -0053 J. "C2/E2" LAP SCREWS AT 2' -0 0/C GABLE PLASH SMEEANO ANGLE 08 -703 WAS) ___ STRUCTURAL SCREWS AT EACH PURUN STARSEAL SEALANT 88 -333 SUPPORT nEE 11 -330 OURA -R18 PANEL WALL SCREWS AT 5-7-5 0/C TRAM FASTENERS AT 1' -0 0/C METAL RA8 FILLER 11 -248 DURA -R18 PANEL LAP SCREWS AT 2' -0 0/0 GABLE FLASH SECTION "A2/E2" SHEETING ANGLE 08 -703 W/('2) STRUCTURAL SCREWS AT EACH PURUN RAFTER PURUN STARSEAL SEALANT 99-335 SUPPORT ZEE 11-550 DURA -RIB PANEL WALL SCREWS AT 3 -7 -3 0/0 TRAM FASTENERS AT 1' -0 0/0 METAL RIB FILLER 11 -248 OURA -RIB PANEL STEEL UNE SECTION 712/E2" STEEL LINE DURA -RA8 PANEL (FIELD TRIM AS RECD.) SECTION "C2/E2 END RAFTER DURA -ROB PANEL TRAM FASTENER AT 2'- 0 0/0 �- PURUN come CITY OF 1UKWI .A APPROVED MAR r FEB 1 2 19g3 PERMIT CENTER p CL; 5345 Lf) AnEYFIf: :j3/11/11/03 I;1 VISIONS 0. BY DATE SEEL 0 & INOICA 1E COIWMEC1VWN Tlfl CODES REFER 1V ORANINO 1721 OR 1722 FOR DETAILS DRN BY dS 02/93 CNN BY DATE DATE STAR BUILDING SYSTEMS a Robertson Coco company 1. TA re DANIEL & ASSOCIATES INC. LEWIS LEBER TUKWILA, WASHINGTON 93 -0008 E2 • b o n 1 a hk mn BOLTING RECOMMENDA7 ONS AN ACCORDANCE NTH ^SPECF7CA1101I FOR SMUCTURAL 0(5 USING ASTA/ AJ25 OR A480 SCOT' THE 'RNMV- OR -/w/r UMW OF TIGHTENIWG IS STAR STANDARD. NEC REGUES7ED IT PC CUSTOMER, 'CA SA= NNENCIV NUN WASHER UNDER THE WANED ELIN Nr MAT aE uIAUIEa p s t u w z as ab ac ad as of ag ah ak am an ap as at au aw az be bb be bd be bf bg bh bk bm bn by be bt bu bw bz 5x 12'-8 F Svn►I. ANT X W/ to J GA. w/ (1) WASHER EACH .1829 NEB .1J45 WEB 5X4 3X4 3X4 .7345 NEB ex ♦1 F/NSI FLOOR RIDGE CAP PLC MACE (T1r) 7 X11X1 (nr. U.N.) 28= -74 war 10 /NSDE or COLUMN STEEL LINE 25-0 OUT 10 our or um CROSS-SECTION COLUMN LINES 1 -2 SQ OO53 CITY Of TUKWILA APPROVED )AAR i 19.3 FEB 1 2 19S3 PERMIT CENTTR ` EXPIrIE311 /11 /93 ti •vit ct, R VI KJNS BY _ DATE NOTES DAN BY DATE JS 1/1LS3 C11K BY DATE 1 ' •;GR STAR BUILDING SYSTEMS a Robertson Coco company DANIEL t ASSOCIATES INC. LAWS LEBER 111KINLA, WASHINGTON SJ -0008 EJ A 8 C D E Q H J K L M N P R 5 N Z VII - 1 IMF • 1 is AND OVER KW SZE AS SHOWN OTHERWISE REFER TO TABLE 2. DETAIL •C" r•• r D'i0J• e NOT: GUSSET MAY BE OMITTED BY DESIGN. NEW SIZE AS SHOWN OTHERWISE REFER TO TABLE 2. DETAIL •0" NEW SIZE AS SHORN OIHERWSE REFER TO TABLE 2. DETAIL •B" REVISIONS HELD SIZE AS SHOWN OTHERWISE REFER m TABLE 2. DETAIL "A" BY DATE , NOTES as was ow our ow so av an so a• • ape as 11111 MA an al. NOTE El. NOT E2. NOTE Ea NOTE E4. us DD DG DU D® DI DN DIl uR UITI DI1 Up DO ul DU ow DZ GAP TOLERANCE IN ACCORDANCE WTH APPROVED PROCEDURE. PROCEDURE SIC -1851 OR SMC- TOSS HILL TAKE PRECEDENCE WHERE SA.• IS AVAILABLE. TAPER MAY BE ACHIEVED BY EITHER BEVELING THE THICKER PLATE OR BUILDING OUT THE NEW OR A COMBNATION Or BOTH. FOR BUTT NEWS WHEN THINNER PLATE EXCEEDS DATA SHEET THICKNESS USE PRE - QUALIFIED COMPLETE JOXIT PENETRATION NEW OR TEST TO QUAL /FY. DETAIL "E" DETAIL 'C" TABLE 2 FLANGE THICKNESS FILLET SIZE (SEE NOTE 2) I 4 4 4 .1048 1 J CAP PLATE TO STIFFENER I/ "H" DETAIL "E "> N "K /ZN DETAIL "D" VJ N DETAIL "E" TABLE 1 INTERMEDIA TE SHEAR STIFFENER (MIN /MUM WELDING) WEB THICKNESS WELD TYPE FILLET SIZE (SEE NOTE 2) 32" AND LESS GREATER THAN 32" .1048 t j • J" 25" MAX. 4 .1345 2 • 4" CONT. TO JJ" MAX. fi .1799 2 • 4" CONT. TO 44" MAX. fi 1 2.4" CONT. TO81 "MAX. /i 4 2.4' CONT. TO 78" MAX. 1 1 2 • 4' 2 • 4" TO e0" CONT. ABOVE 80" 4 SECTION "F" SECTION "K• TABLE 2 WEB TO FLANGE OR WEB TO CONNEC770N PLATE WELD SIZE WEB THICKNESS FILLET SIZE (SEE NOTE 2) S A. W. &M. A. W. OR F. C. A. W. NEW ON LWt SIDE ONLY NEW AN 8O7H SIDES .1048 1 4 Ti .1345 1 li .1799 4 1 fa 1 1 4 4 4 1 4 4 1 11 1 ri GENERAL NOTES: 1. ALL NEB 10 FLANGE MELDS TO BE SA. W. CONTINUOUS ONE SIDE ONLY. 2. INCREASE FILLET SIZE IF GAP AT ROOT IS o8" OR GREATER. J. ALL FILLET MELD LEGS ARE OF EQUAL SIZE 4. FOLLOW APPROPRIATE MELDING PROCEDURE DATA SHEETS FOR ALL MELDS DEPENDING ON PROCESS, JOINT TYPE. MELD TYPE AND AVAILABLE EQUIPMENT. REFER TO MELDING STANDARDS MANUAL. SECTION "G" SECTION •J" BEARING STIFFENER INTERMEDIATE SHEAR STIFFENER MULTIPLE SINGLE SIDE STIFFENERS MAY BE PLACED ON ALTERNATE SIDES AS REQUIRED 10 REDUCE WARPAGE. SINGLE SSE ST)FFENERS MAY BE ON SIDE OPPOSITE SA.W. HELD. SECTION "H' q 3 -0053 DRN BY DATE a 1/I2/)J CHK BY DATE 1 PO; , RAFTER STAR BUILDING SYSTEMS A. a Robertaon Coco company CITY OF TUKWRADETAIL "D" APPROVED MAR 1993 ti , t • rFrEIVEn .III f_ r I Litv\l.A FEB 1 2 1913 PERMIT CENTER DANIEL & ASSOCIATE, INC. LEINS LEBER TUKVRLA, WASHINGTON EXPI qEC 1 W /1t /fl 93 -0008 E4/L 1 1 0 9 Of T • n K' m n p s t u w z A R VISIONS • as ab ac ad as of a • ah ak am an a • as at au aw az -- - - 1 -s ?J' -10 25' -0 A' 00 I r O. 1 O 1 [44 E I �) 1 • 0 I I 1 1 1 3 se ( 0 I ? wz w 10' -o •A " ? 2 row f0� -0 Y 10' -4 ? 11' -10 r J' -10 10 -4 10' -10 2 =10 ANCHOR BOLT SETTING PLAN ANCHOR BOLTS ARE SUGGESTED TO HOOK UNDER HORIZONTAL RE/NFOIRGEMENT IN FOUNDATION. UNLESS AN ALTERNATE DESIGN IS PROVIDED BY LOCAL ENGINEER. [3q3- c053 ba bb be bd be bf b • bh bk bm bn b • bs bt bu bw bz to BASE DETAIL 4 SECTION "A" ANCHOR BOL TS W/»EARING CUPS 7' J SUGGESTED AL TERNA T/VE TO TABLE 26 —F UN /FORM BUILDING CODE, TO DEVELOP ANCHOR SOLT SHEAR CAPACITIES END PLATE TO DEARING CLIP HELD 4 STANDARD ANCHOR DOLTS sATATALLL LOOSE AS CONCRETE Is FINISHED AND BROUGHT TO CRAW) 1J•0 I fro NW 1J-I • italr X 4 X 1 END PLATE r� l X�LA1L AT • _�� A BRAD BAYS MACED SAYS BEARING CLIP FAR EACH STANDARD HAIRPIN PAIR OF ANCHOR BOLTS ASSUMPTION 1) ANCHOR BOLTS ARE AS1M AJ07. 2) SEARING CUPS ARE A�&��FYY • JO KS. 3) MINIMUM CONCRETE Co�AHPRESSIW STRENGTH OF 2.500 PSI. 4) ALLOWABLE WORA'/NG STRESS AN COMPRESSION OF am Ha OR 875 PSI. BASE DETAIL 4 SEC7ON "C" 10 ANCHOR BOLTS ANCHOR BOLTS ALLOWABLE (K PS) REQUIRED CONCRETE AREA (1(114e) READ CLIP THICKNESS oar BEARING CUP SWAP foal.? FU H, -a4 BEARING CUP SIZE REQUIRED 2 —rI 6.14 7.02 . 071 . 071 2JX2JX4X0=8 2 jr a84 faro .085 .102 IJX2JX4X0-9 2—rI 12.03 1173 .099 .139 2JX2JX4X0 -8 2 — 1'I 1'.J 71 17.95 . 111 .139 2Jx4x4x0=8 2— ffr0 .. 19.88 22.72 .127 . 115 • JX2X f X 1-0 2 — l rl at 24.34 28.05 .141 .122 • Jx2x1x18-2 BASE DETAIL SECTION "D" J. ANCHOR BOLTS • 2- LEG IS VERTICAL « ALLOWABLE LONGITUDINAL SHEAR OF 175 KIPS IS CONTROLLED BY END PLATE BEARING AREA. CITY OF TuKw LA APPROVED IAA 19 RTr,Enrrn CITY OF IUKwii A FEB 12 1913 PERMIT CENTER IDIPMEu1Vfl/M I 'NA A43 BY DATE NOTES 1. FOUNDATION MUST BE SQUARE AND LEVEL. 2. ALL ANCHOR 80L>x MUST BE TRUE IN SIZE. LOCATION AND PROJECTION. 1 PROJECTION SH4OMN mar BE HELD TO KEEP THREADS GEAR OF FINISHED CONCRETE. 4 TMs DRA MSS It FOR ANCHOR BOLT PLACEMENT ONLY AND IS NOT A summit PAR FOUNDATION DESIGN. DRN 8Y DATE 4 142/!43 CHK BY DATE I. -1 Run STAR BUILDING SYSTEMS a Robertson Ceco company DANIEL It ASSOCIATES, INC LEINS LEBER TUKNILA, WASHINGTON 9f -0008 n, a b o d e f p h k m n p a t u w z as ab ac ad as of ag ah ak am an •p as at au aw az ba bb be bd be bf by Oh aK Dm Dn op Di W DU ow bz AME J. -0j 2' -4 LAP FRAME I' -2 1' -1 J' -0j FLANGE BRACE MAY ATTACH AT EITHER LOCATION. SEE CROSS SECTION FOR PART MARK. FLANGE BRACE MAY ATTACH AT EITHER LOCATION. SEE CROSS SECTION FOR PART MARK. FLANGE BRACE MAY ATTACH AT EITHER LOCATION. SEE CROSS SECTION FAR PART MARK. LAP AME 1 —2 1'— Iu FLANGE BRACE MAY ATTACH AT EITHER LOCATION. SEE CROSS SECTION FOUR PART MARK. 4' —JAT LAP J' -1j J' -01 J' -01 2' -1 —a 2' -1 4' —.,! LAP O.— Ai LAP FRAME J. '1 REVISIONS 6' -3J LAP BY DATE FLANU BRACE MAY ATTACH AT EITHER LOCATION. SEE CROSS SECTION FOR PART MARK. 4' —Ji LAP SHEETING ANGLE 08-701 ATTACH NTH (2) STRUCTURAL SCREWS AT EACH PURUN. POST AND BEAM ENDWALL B45-0053 IS DRA NWNO IS NOT TO SCALE. FLANGE BRACE MAY ATTACH A T EITHER LOCATION. SE E CROSS SECTION FOR PAR 1 %1%thie stops A T OTHER LOCATION. SEE CROSS SECTION FOR PART MARK. FLANGE BRACE MAY ATTACH MiT MARk. NOTES 1. IN SOME CASES, RIGID FRAMES REQUIRE FLANGE BRACES ON ONE SIDE OF RAFTER ONLY. 2. PURL/NS MAY HAW OPEN HOLES 1M7HIN THE LAP AREA. INSTALL BOLTS ONLY *HERE SHOWN. .x ALL ERECTION BOLTS ARE ?/f • X 1 1/e BOLTS 4. CONNECTION CLIPS MA Y BE SHOP ATTACHED TO COLUMNS AND/OR RAFTERS IN LIEU OF FIELD BATED. EETNG ANGLE 08 -701 TTACH NITH (2) STRUCTURAL WS AT EACH PURUN. 05 -470 BUI UP PLA TF DM BY D.L.D. WALL DATE CMK.SY DSC DATE FRAME —IN— ENDWALL STAR BUILDING SYSTEMS 1 Robinson Coco company FLANGE BRACE MAY ATTACH AT EITHER LOCATION. SEE CROSS SECTION FAR PART MARK. CITY OF TUKWILA APPROVED NAR 1 a •'5s$ . .•• 1. rr(rhrir COY CF I L; \, :A; e. FEB 1 2 1993 PERS CENTER %Lit kj !Mi's1E311 /11/p 1• vac A PURLIN /GIR T LAP DETAILS 12.03.00 5 -31 -92 ww WV MEV •• WOW w. wr IF w.- w• WIN MO MOW wA a vw w wv w a , MI Y_ WI 1 vn wii WI W Yi WI WW Jfl Uj b ROO BRACE HALF -MOAN WASHER FLAT WASHER HEX NUT PEAK PURL! LOCATED .4T EACH BAY OF GREATER 4:: 1 ATTACH 111 (_) SCREWS EACH PONV it7 —0 HIDE OR NOEL CIIJRAL BURR THREADS AFTER FINAL flGHTENINQ ROD BRACE CONNECTION PURUN STRUT or REQUIRED) EA VE STRUT ROO BRAGS OrAFTI BRAG EA VE STRUT w fTELO BURN HOLES IN GIR15 ■ AS REQUIRED FOR ROD BRACE NICO PIJRLIN (TYPICAL) FLANGE MACE • e‘ltr M .� NNW nM�a ' PGRUN STRUT REQUIRED) FLANGE BRACE ROD BRACE �v s � ROD BRACE FLANGE BRAGS RQO BRACE PURUN (TYPICAL) t!- a PURUN (/F REQUIRED) GIRT Elptr ROD BRACE OF REQUIRED) m RAPIER CQLUMN to 1 PURL/N GIRT FLANGE BRACE NER ST EVER 08-007 S EN =MO BY a !EE ROOF FRAMING PLAN FOR LOG 7OV. ANn -ROLL am os-o• WIEN REp1ARO RV =ON. SEE ROOF FRAMING PLAN FOR LOG R N. DETAIL "A" DETAIL "B" CITY Of TUKWILA APPROVED ILIA #' 1'43 1` NOTE& 1. PURUN STRUTS HAVE SAME LAP AND GAGE AS ROOF PURUNS 2. FLANGE BR SIDES ROD BRAG ROO BR PLA ANGyWOR 05 -127 ANCHOR BOLT SET7ING ANCHOR BOLT SIZE OCA flGN) GIRT ROD BRACE 8q3 -0053 TENS DRA N/NQ IS NOT TO SCALE. RO IL BOIL IN ACCVRDANCE INTH "SPECf7CARON FAR STRUCTURAL .CANTS USING A325 OR A490 BOLTS" THE 'TURN OF THE NUT" METHOD OF TIGHTENING IS STAR STANDARD. SHEN REQUESTED BY THE CUSTOMER, "CALIBRATED NRENOI N11H WASHER UNDER *VOWED 1 Emus nava ELEMENT" MAY BE UAUZED. FEB 1 2 199E `• � FED DAN.w ALA CHIC hSY 1SrC PURLIN FRAMING WITH FLUSH MID. GIRTS 7 /16 "10 THRU1 "0 ROD BRACE 17.11.00 B —Jf —Bt b a d• f 9 h k m n p a t u w z as ab ac ad as at ag ah ak am an ap as at au aw az bit bb bC bd be bt bQ bn OK bm on by be DI bU bW bz • STRUCTURAL SCREW (S) AT EACH PURLIN [AK STRUT EA IS' STRUT SHEETING ANGLE 08 -703 CUP 05 -487 CUP 05 -488 as 712HIGHEAW 12 HICK EA4E HICK EMI' DETAIL 2: 12 AND 4:12 ENORAFTER REINFORCING CHANNEL 17 -720 (1/2 12) 17 -721 (1:12) 17 -722 (2 1 ) 17 -72J (4:12) GIRT PURLMV STRUT OF RtOUNR[D) STRUCTURAL SCREW REINFORCING CHANNEL 17-725 (1 ?) 2) 17 -726 (2.12) 17 -727 (4: 12) ENDWALL COLUMN ANCHOR SOLT (REFER TO ANCHOR DOLT SETTING PLAN FOR ANCHOR BOLT LOCATIONS) • .' • • . SEC770N 7HRU ENDWALL EA rE STRUT ENDWALL COLUMN PURLIN '_ -r • ri Oo rmiessli tatT GIRT (TYPICAL) DIRT CLIP 05-450 (�) TUKWILA MAR V % IS • V , at I,1 1 f; STRUCTURAL SCREW SNEETIVG ANGLE 08 -703 ENDRAFTER GIP T SNEE1wo aM 08 -K700 MITI ? STRUCTURAL NOTE• ALL BOLTS ARE J'0 X 11 UNLESS N0TE0. GIRT QX 05-452 E£cOy FEB ENDWALL COLUMN/RAFTER CON TLDAI�- LEFT 5110E OF ENDWALL I RIGHT SIDE ON ENDWALL Roof - SLOPE LEFT CORNER LEFT &&t PEAK RIGHT SLOPE MGIVT CORNER A B C 0 E F 0 N 1 J jr: 12 25-801 25 -801 25 -811 25-811 25 -911 21-511 25-811 23-511 23-501 23-801 1: 12 25-802 25-802 23-811 25-811 25-811 25-811 23-811 23-411 23-802 ?3 -804' 2.12 25-803 21-804 25-812 25-813 25-812 25-814 23 -413 25-814 23 -804 23 -801 4:12 25-807 23-805 25-818 25-817 25-418 25-818 25-819 25-818 23-410 23-804 EXPIRES t1nt/$3 MIS DRAWING IS NOT TO SCALE. DAN. EY DATE 0.LO. cNA. SY DATE STAR BUILDING SYSTEMS 17.21.00 5-31-92 m w as ab ac ad a. of ag ah ak am an ap as at au aw az ba bb be bd be bf by bh bk bm bn by be bt bu bw bz [AK STRUT STRUCTURAL SCREW STRUCTURAL SHEETING ANGLE 08-703 CLIP 09 -474 12 & 1 :12) 01 -475 :12) 05 -4711 *12) SHEEANO ANGLE 08 -703 SHEETING ANGLE LAP DETAIL - PURUN SMUT (F REQUIRED) N TO GABLE TAIL STRUCTURAL SCREW AT EACH PURL* � 0 ANGLE RANGE BRAG[ (TYPICAL) RAKE CHANNEL RAKE CHANNEL 25-894 (1/1: 12) 25-895 (1 :12) 25 -898 (2:12) 25 -897 (4:12) CUP 05 -482 (2 REQUIRED) CUP 05-450 GIRT PURUN STRUT (F REQUIRED) ENDWALL COLUMN ANCHOR BOLT (REFER TO ANCHOR BOLT SETTING PLAN FOR ANCHOR BOLT LOCATIONS) EA YE STRUT STIEETWG ANGLE 08 -70J SECTION THRU ENDWALL ENDWALL COLUMN GIRT (TYPICAL) GRT CUP 05-450 (TYPICAL) PURUN STRUCTURAL SCREWS nNG ANGLE 08-70) EACH PURUN PUffiIOF TUKWILA APPROVED MA t,5 3 ENDWALL COLUMN RAKE CHANNEL 21 -K888 CLAP 05-471 05-4 STNGLE CHANNEL COLUMN (SHORN) DOUBLE CHANNEL COLUMN (SMNLAR) 0053 NOM ALL BOLTS ARE J "M X 1J UNLESS NOTED. BASE CLAP 01-480 CHANNEL COLUMN BASE DETAIL BOLTING RECOMMENDATIONS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING AJ25 OR A490 BOLTS" THE "TURN OF THE NUT" METHOD OF TIGHTENING IS STAR STANDARD. WHEN REQUESTED BY THE CUSTOMER, "CALIBRATED WRENCH YAM WASHER UNDER THE TURNED ELEMENT" MAY BE UTILIZED. A t EXPIRES 11 /1141 , FES 1 [ Ilac3A /t- "en PERMIT CENTFR REVISIONS THIS DRAWING IS NOT TO SCALE. MN. BY ac.A CMK.PY FRAME IN ENDWALL $T TH FLUSH MOUNTED SIDEWALL GIRTS 17.25.00 5-31-92 1 INSISE CORNER FLASH / /-Kt 1,t • 0 f C OPTIONAL RL/SSER FILLER STRIP 99- 600 OR RUBBER PLUG �h D9 — &DE �/ BASE FLASH —J I (Sit SCNEOU[f) BASE Tu 08-00I OPTIONAL METAL PILLER STRIP SASE BASE FLASH (sir semrow.1) uBE REVISIONS OPTIONAL RUBBER FItLVR STRIP 99 -1.00 OR RUBBER PLUG _�_T 99-1.02 j�_r BASE FLASH (S11 SCNEDULt OPTIONAL METAL FILLER *TRIP II -249 BASE ANGLE OB -002 ANCHOR NOT BY STAR SASE AN4LE OLE BASE FLASH —� (an SCNEDULV ) EY DATE eMn Sat taw loa, /Ilrtt MARK G� ANCHOR NOT BY STAR b- NOTES 711/1 atAl•/44 /s ,car 7n rag WALL SCREWS L91t 0 (/c LAP SCRSWS • re: S/c WALL SeREw$ e s:7 -s" &/c w•• ••• a••• al, w RI PIR TO ROOF PANEL CONSTRUCTION PEAWIN4S FOR SECTIONS ANO SOREW res cr ISNr- AT SAVE AND CARLO CORNER FLASH II -Nsaf is AASJ run snow." (sow sec r,ous) 0 OPTIONAL Ru.Se*R F/LItR 5TR/P 99 -600 OR RUBBER PLUG ,14,4 99 -402 EASE FLASH -' (SEE SCHEDULE) 'Iw SASE CHANNEL SE ANCHOR NOT BY STAR NEL BASE GIRT ( SEF FRAMING ELEVATIONS) DAN BY L,Q BASE FLASH /2 -KOI/ LP-KO /R rJ /2 -KOl1J l2-S014 ri I! -KO/5 NOTES: 1. sloe WALL 1. ALL EASE OPTIONAL OATS CNN BY GC- OATS P/IL COT PANES AS R1 qu/RED (rTA) OOINER FLASH 9t PANEL LENGTH IS EQUAL FL ASH, RuSSER I FOAM OR arms AND MAY OR MAY 5 STAR BUILDING SYSTEMS a Robertson Deco oompany 1 TRIM scagWS • 2 t 0 Vs (rim) CORNER FLASH II -A's•s SECTION NB•• To NOMINAL EAVL NSmNT. METAL R/I FILLERS ARV NOT Al ON JO, /EOR INSTAL L ATIO `,C D IORI4v, 1110$10 A`(J 5Np1E. 0 APPRpN'�`J DACE •- CITY OF TUKWRA APPROVED )AAR 3 • ' EXPIRES 11/11/SS (AO Lr I, ,, FEB 1 2 19 53 PERMIT CENTER DURA -RIS WALL PANEL WALL PANEL CON9TRL/CT/ON 20.01.0/ a -31- ft w v v W v 1 v 11 A 111 11 M • 1 U T L es SLR Ow SN SIP SI Sr Ell sum 5111 St, sr wool st wv -• -•- • LAI SCREW 11001 SCREW STARSEAL SEALANT LAP SCRSW wow -r MEW IV INV IMI• RIDGE CAP E4 -427 (Iii?) �t4 -44t (4111) STARSEAL SEALANT IN LINE WITH PURL IN WE'S SIDELAP D /TAIL LAP SCREW AT EACH MAJOR RI6 ENDLAP DlTA /L P RIDGE PANEL (it 12) LAP SCREW AT PEAK SIDELAP O:S • l STARSEAL SEALANT (PIGTAIL MUST BE IN PLACE ) oz-STARSEAL SEALAA/T PIGTAIL (EXTEND TO POINT BEYOND SAVE STRUT) DETAIL 9 NOTE: 1. THE FASTENER SPACINGS SHOWN 014 THIS DRAWING ARE NOT INTENDED FOR UL- 90 RATED ROOFS. IF TNC ROOF l5 SPeCIFIED AND ORDERED AS UL -90, USE FASTENER SPACING AS SHOWN ON DRAWING NO. 35.02 , TITLED "STAROOF - ION CONSTRUCTION DETAILS.° 2. STAR BUILDING SYSTEMS IS NOT RESPONSIBLE FOR FASTENER SHORTAGES CAUSED BT USING THE WRONG FASTENER SPACING. .3. ROOF AND WALL PANELS SHOULD BE CLEANED OF ANY DRILL SHAVINGS OR FIELD CUTTING FILINGS Al THE END OF EACH DAY TO PREVENT RUSTING OF THESE PARTICLES. 4. DURA -RIB ROOF PANEL MUST 86 ATTACHED TO PURLIN RUTS /ND /GATED x W /TN THE SAME SCRELJ SPAC/AWG _ USED ON STANDARD ROOF PURL /NS. DETA1 L TYPICAL LAP .DETAIL CITY PPROVED MAR x,1993 wants nntno1 1 II (. u.... ,•` 'Q7 FES 1 2 1993 PERMIT CENTER I REVISIONS 2 GENERAL REVISION 4000E0 NOTE 4 • BY O.L.D. D. L.Q DATE -II -10 b•9 -9I SUM *UNDERWRITERS' LABORATORIES CLASSIFIED 30 FOR WIND UPLIFT RESISTANCE ONLY. DPW. NY •C DATS CNK.NY DAR! Robertson 111 Star Star Building Sysfoms H.H. Robsrfson Company STAROOF -30N* CONSTRUCTION DETAIL 35.0 /.02 1 1 1 1 J a D 0 4 • T O R R m n p 1 t u W Z as ab ac ad se al ag ah ak am an ap as at au aw az ba bb be bd be bf bg bh bk bm bn by be bt bu bw bz !slvt artier MCOAee cc� of -4G/ weapee JAMS CLIP A' TNU / 'a' RSV 1:149 se4free SEW Dena g •• Noceiir -4N JAMB C4 /P Roof GLOP& Par N• • A a k :12 4 l:lt 03 -43/ 05-432 Z: /t 04.483 0S•454 4:12 03 -433 06.436 JAMB 0ETA /L e._ AvE SrELJT TYP apennE0 sG COVit PIGSTY 01301/1.0 Wt771 WWI 7. 3% /.b'Wf/t/4L OAF// /Aai W /OT#/, i _OS Sr///C1t/sit Su4[N/ rtoo.c. COVER PLATE Cover plate is re COVER 4//14 111,07/1 hen: JAMB W/7W covee PLATE Framed opens s galvan d and jamb goes to maximu 9' -4 3/4 lovation. (This cover plate es to header ght only.) Jamb go to 24' -0 save heig (This cover plate g full length of jamb.) T Q ,MME5 _ OETALLL fro,NEO 0/19,411,v4 N/ /OTNS/ JAMB B.4SS CUP •S -44o BgSE .O./Sze OPT/O•vve Fate its &-D osievrt4 gta''eso Fat si''aE AXIL S 053 ( ?) i ; .0,1/C//Gie L0.'TS (,cA7r JY 37.02) 434 SE DE74 /L .11a2 .1511G2_ .4149441'4' CLIP 05-44/ NENNE CUP 05-442 J 4146 CeOL/T iv m CUP 05 -450 JAMB 8 NEW Oei z -- 2.4► NOLES Czar 817741*EV Jfkae ICaed auto os -44o civet QoL7.s Y Srne) ) 371) are W/ 7 l►/! 8 DE 74/4 err CURB p/Fjp a/j/I 74, 0 /an Cl/P 05-462 Avfrwee CLIP 03-44/ f NEADER MB R/L REINFORCING ' T Jambs terminat at girls require the Bay lengths 1 1 through 21' -0 require a length and • ching as the standard gi greater tha 3' -4 3/4. No reinforcing is 13' -4 3/4 less. wing girt reinforcing: 1 /2 Z 58 girt the same f the girt elevation Is uired at girt elevation Bay len s 21' -1 through 27' -0 require an 8 ' Z 75 girt the same lengt d punching as the standard girt. No nforcement is required for bay lengths le than 15' -0. of the above conditions satisfy 100 mph win • speed, with save ghts not greater than 24' -0. Any heavier loading, bay spacing or eve height other than those listed above, will require an engineering review. GENERAL NOTES 1. All field located framed openings require field cutting of girts. Girts below head height may be a different part number than the girts above. 2. Available head room should be determined before ordering overhead doors for possible use of low clearance or other nonstandard lift hardware. 3. Overhead door size must be selected so the door will not interfere with flange braces on the rafter. 4. When locating doors, sufficient side clearance m maintained to keep doors free of colum, • - s _ apd /or column flange braces. �`��/ H1N do oA - 5. Full widt • ov�fr*emtasilih�� are f tgyp ®��Rhe props engtl4. EASE C ►"'_� pS?W »E� 6. If jamb 1'Q�D�'�� all bolts a • • ments are 1/2" 0 +� f4` cadmiu ,� ...� r• er connection bolts are 1 /2 �, •i �"� s 7. Ali open holes in jamb below header must er cadmium plated or black bolts dependi •, v, used. i� N f` ti Atrtier4 CITY Of TUKWIUk APPROVED .MA4 f►j14S EXPIRES 11/11/3 FEB 1 2 133 •k.cit PERMT CENTER VISIONS ey DATE • _UM TN /S GKAW /MQ /s 477 7% Seat DATE CHK 4r DATE. STAR BUILDING SYSTEMS A. a Robertson Coco company PRAMED 0►pLsiV Ad 57 MVRL DETA/c 5 54./3.00 • m ROOF w WALL DURA -RIB & STARMARK DURA -RIB WALL SCREW ROOF SCREW LAP SCREW 99- 286- NO. 12 -14 X 1 1/4 s , , , Ili S.D. SCREW W /WASHER Cat) S.D. SCREW NO WASHER 99- 288- NO. 12 -14 X 1 1/4 99- 242- 1/4 -14 X 3/4 a\\\\I S.D. W /WASHER Ii! SCREW e.\\\ I! S.D. SCREW NO WASHER 99- 287- N0. 12 -14 X 1 1/4 STAINLESS CAP. - „\,,,WI S.D. SCREW W /WASHER I: 99- 243- 1/4 -14 X 3/4 STAINLESS CAP. I\\\ I S.D. SCREW W /WASHER II• 99- 244 - 1 /4 -14 X 3/4 WALL DURA -RIB & STARMARK STAR WALL SCREW LAP SCREW 99- 281 - NO. 12 -14 X 7/8 Eniklij S.D. SCREW NO WASHER 99- 281 - NO. 12 -14 X 7/8 Cat) S.D. SCREW NO WASHER 99- 288- NO. 12 -14 X 1 1/4 , \\\ \\ Ir S.D. SCREW NO WASHER DIA- RAGM 99- 244- 1/4 -14 X 3/4 e.\\\ I! S.D. SCREW NO WASHER a S.D. SCREW NO WASHER MISCELLANEOUS FACAD FACADE SCREW 99- 281- NO. 12 -14 X 7/8 cap S.D. SCREW NO WASHER L•' SC- W 99- 281- NO. 12 -14 X 7/ REVISIONS S.D. SCREW 0 WASHER 99- 244- 1/4 -14 X 4 S.D. REW NOW ER s DATE a . u► it !!i. .. la a: . / INN as ab so ad as of ag ah ak am an ap as at au aw az a bb be bd be bf bg bh bk bm bn by ba bt bu bw bz 4 STAR ELD WA, CLIP SCREW _ PLI SCREW LAP SCREW 99- 241- e 1/4 -14 X 1 1/2 , \\\ \\ Ir S.D. SCREW NO WASHER DIA- RAGM TCH 99- 288- NO. 1 4 X 1 28 4 X 7/8 will! S.D. SCREW W /WASHER i -EW 99- 242- 1/4 -14 X 3/4 J111i) S.D. W /WASHER III SCREW 99- 244 - 1 /4 -14 X 3/4 99- 294 - N0. 12 -24 X 1 1/4 S.D. SCREW NO WASHER 287- 0. 12 -14 X 1 STAINLESS CAP. 1/4 J ' iii\■ I S.D. W/W • Ili CREW ER 99- 243- 1/4-14 X 3/4 STAINLESS CAP. J11UI S.D. SCREW W /WASHER Ii 4 S AR • W R WA, -EW 99- 297 - NO. 12 -14 X maim i Ii S.D. SCREW NO WASHER J,",\)! S.D. SCR. NO WA CREW S. R DIA- RAGM TCH 99• N0. 1 28 4 X 7/8 ea o‘ S.D. S1 NO WAS i -EW ER 4 BACK PA BACK PANEL SCREW LAP SCREW 99- 281- NO. 12 -14 X 7/8 cat* S.D. SC' NOW ER 99- 281- S.D. SCREW NO WASHER sun 99- 244- 1/4 -14 X 3/4 �. SCREW NO WASHER S• F SOFFIT SCREW 99- 281- NO. 12 -14 X 7/8 cbs 0053 DANDY D.L.D. DATE 0*K. BY DATE LAP SCREW S.D. S EW NO HER 99- 244- 1/4 -14 X 3/4 S.D. SCREW NO WASHER cot) S.D. SCREW NO WASHER Robertson r Spar Star Building Syshims H.H. Robetson Company LI R ROOF SCREW LINER SCREW LAP SCREW 99- 281- NO. 12 -14 X 7/8 J,",\)! S.D. SCR. NO WA CREW S. R 9- '2- NO. 8- X 5/8 C'""7i S.D. SCREW NO WASHER NO. 12 -14 X 7/8 99- 288 - e!\\ 1 i NO. 12 -14 X 1 1/4 i. SCREW i0 WASHER 99- 281- NO. 12 -14 X eau w S.D. SCREW NO WASHER i 99- 243- 1/4 -14 X 3/4 STAINLESS CAP. et, I S.D. SCREW W /WASHER I 99- 244 - 1 /4 -14 X 3/4 ea i\ li S.D. SCREW NO WASHER a BACK PA BACK PANEL SCREW LAP SCREW 99- 281- NO. 12 -14 X 7/8 cat* S.D. SC' NOW ER 99- 281- S.D. SCREW NO WASHER sun 99- 244- 1/4 -14 X 3/4 �. SCREW NO WASHER S• F SOFFIT SCREW 99- 281- NO. 12 -14 X 7/8 cbs 0053 DANDY D.L.D. DATE 0*K. BY DATE LAP SCREW S.D. S EW NO HER 99- 244- 1/4 -14 X 3/4 S.D. SCREW NO WASHER cot) S.D. SCREW NO WASHER Robertson r Spar Star Building Syshims H.H. Robetson Company TRIM FASTENER ALL PANEL SYSTEMS 99- 302- NO. 8 -18 X 5/8 99- 300- S.D. SCREW NO WAS STRUCTURAL ALL PANEL SYSTEMS ATTACHMENT OF RAKE A SHEETING AN 1/8 DIAMETER 4X7/8 SCREW ER CITY OF TUKWILA APPROVED 'MAR ” 3 r... .,� p p. r.) fGi3A1N: FEB 1 2 1995 PEWIT CENTER t 4, 002)348 e Fo..• -ept L N FASTENER APPLICATION CHART ' ;E91tflVq %fit AS 7004.04 5 -12 -9? ssII . ROOF SCREW LA; CREW 99- 288- NO. 12 -14 X 1 1/4 ea Iii S.D. W/ CREW S. 99- 4 -14 X 3/4 to ,III! S.D. SCREW W /WASHER ea 4 NO. 12 -14 X 7/8 99- 287- NO. 12 -14 X 1 1/4 STAINLESS CAP. ea , S.D. • W/W Ili REW HER 99- 243- 1/4 -14 X 3/4 STAINLESS CAP. et, I S.D. SCREW W /WASHER I TRIM FASTENER ALL PANEL SYSTEMS 99- 302- NO. 8 -18 X 5/8 99- 300- S.D. SCREW NO WAS STRUCTURAL ALL PANEL SYSTEMS ATTACHMENT OF RAKE A SHEETING AN 1/8 DIAMETER 4X7/8 SCREW ER CITY OF TUKWILA APPROVED 'MAR ” 3 r... .,� p p. r.) fGi3A1N: FEB 1 2 1995 PEWIT CENTER t 4, 002)348 e Fo..• -ept L N FASTENER APPLICATION CHART ' ;E91tflVq %fit AS 7004.04 5 -12 -9? ' ARTI TIO► PARTITION SCRs LAP SCREW 99- 281 - 99- 302 - ea 4 NO. 12 -14 X 7/8 •. REW NO. 8 -18 X 5/8 S.D. SCREW 0 W HER NO WASHER • 99- 288- a ,\ 99- 281 - NO. 12 -14 1 1/4 S.D. SCR NO. 12 -14 X 7/8 S.D. SCREW NO WASH - NO WASHER 99- 244- 1 /4 -14 X 3/4 S.D. SCREW NO WASHER TRIM FASTENER ALL PANEL SYSTEMS 99- 302- NO. 8 -18 X 5/8 99- 300- S.D. SCREW NO WAS STRUCTURAL ALL PANEL SYSTEMS ATTACHMENT OF RAKE A SHEETING AN 1/8 DIAMETER 4X7/8 SCREW ER CITY OF TUKWILA APPROVED 'MAR ” 3 r... .,� p p. r.) fGi3A1N: FEB 1 2 1995 PEWIT CENTER t 4, 002)348 e Fo..• -ept L N FASTENER APPLICATION CHART ' ;E91tflVq %fit AS 7004.04 5 -12 -9? • +. . • •. • .. 1 '••• • .i , ILL . ir•u 'r_i S • • • a ,•••..••..p • rr. rw •rr rw •'� '� L.., • •. 1 '',•A: rat •••1' . • ••'`',. i'1,. 1 ' r'' • • • 1 • 4 • e • • LOAIim. j SroRA4• Pock (E.ir /Vr,W4 l • • • • ■ tf • srbrA4E Doc K • (Aono) ( s_ (ASK. t V" •ry �• l .1 ' • • . • .1 • %; • ti• • • • •:. •• •.1 . • !y' • • • . • •• '» dila • l' , •y •r. �• • r �. '., •, •,•• so. • • N. l s 3 Al 1'16'20" " ir 1 t /✓OAor•- • • Y • • • • • • .1S as— CPID___53 208 69 • • Weris• ✓orate y Mgoesoa y 60'• In `0000 /ie.ie Avc • 5/71 PLAN • • ... •. / A • - t rem • ~i .4,4 •t t••.i wt,• ; •fM . �r ;• tr: y A• t'�Ir' PIN SvRV/ y • %W Anna, • •� aitrinl •1 govt. r s ire . t,sr, n Inn* IOW. Rtt i•w.N. • slack VIA ICI.; notion.' wA• ;e • 349:01! • • . r' r. •••.9j44lw •, 4 s �••.. • .9 • • ." '' It • • • :. • .• • 14. •.. • i. •'.� • • •••I • • �A�F 1 • • •• •. • I. I. ,w•• ' •' '•• ••w4 •{ •• • • t j . : • � - ,t0 J J • • ••• • • .•, •r�.• 1 .. • • t i .'1q4 •.•• •w •• ) t. i• .4 . .1r.• • , % .• • • • •, 4 /,t•2i •orr 1 •1 - • t / MIS 2'7• . • •• • • • • •i • • 'xr; +.. ...tom• • Proj #P920093 UNITED STATES PRINTING INK CORP RELCO PARTNERSHIP aka LEBER INK 17300 WEST VALLEY HIGHWAY TUKWILA WA 98188 alm wd of fl 11t/0t, ' -iir • • ' S;. • . if• • :• , • •• • 'pc • ' OWN /i00.G SW SIMI SOT star es/a ) ti COLI MIV SW Afag San adigareirarari lm SID .4. area a r<Ec ) CORNER SASE DETAIL w /F1u5M MOUNTED G/RTS datd.0l t IAGo CLOT a /�/�A • r QaLL/AW • e saw Sear 00 -002 IACCPwAZO Solt Q sto 1A066 4A/C/1/OR e s =o o•c. CORNER SASE !L EXTERIOR MOUA/TE IRTS • —e�DsE 424LE 08 -002 f /SLD Cl/T Cs/x wALL) :o CO2. /ER COLUMA/ 4A/Cwok. SotTS SASE I? it 00-00Z _ (DeoP Off) ENDWALL COLUMN DETAIL e4se A4CAI0e � sto o.c MI6 09 CE 08-002 F /EEO 0/7 (yawn) CORIl R SE DET /L W�%POST E M art ANAVACTAO MED (If Paver Drives Fasteners are Used) Fewer driven fasteners may be used for the attachment of base ember to concrete in lie of 1/26 0 anchor bolts wider the following conditions: 1. Fasteners are spaced a maximum of 3'-0 apart. 2. Minima 2600 psi concrete is. wed. 3. Star base angle material is used. 4. Concrete is not cracked and spoiling dots not occur at the fastener. 6. A $16 1111-101 series fastener. sr equal. peneireiing a' minimum of 1• into the concrete is installed. 6. Local codes de mot exclude their use.. JAMS sit a tASCe Gismo zags e JAMB B,Q.SE GLr7Q/L 6170160 OPEN ///Q Anse tern /L e Sw /etas acre slants MD n 1. The base angle Is an optional base condition that bas mot have to be •cast - In -place . 2. lase angle is supplied in 10'-0 lengths and a - tien. such as cutting at columns or open' . • ,p h sd 1n the field. 3. A cone I notch CROSS SECTION ro CITY OF NO MA APPROVED hiding fasteners art not furnished by Star Manufacturing r-,, r, 41� .: I FEB 1 2 19 *3 ttRw CEMFR 1 EXPIRES 11/1143 •wit•etS TN/S DAM W /NO 15 MDT Ito Scat! men-em 1 STAEMMR! STAR BUILDING SYSTEMS A a Robertson Cue oompwny A. SASE ANGLE INSTALLATION DETAILS rasa NO /0.12.00 asewNr amdU `tl.tt