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Permit D98-0226 - PETSCHLS QUALITY MEATS - PREFABRICATED STEEL BUILDING
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D98 -0226 Petschls Quality Meats 1150 Andover Park East RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Pzlige # :Code Exemption- Brief Explanatoq Descripl�i�rn ,Statute/Rule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 9, 12 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. D98 -226 PETSCHELS QUALITY MEATS 1150 Andover Pk. E. See also: L98 -0025 & M99 -0091 E' L` tiU .i3�vrxafiLZ'1av,A.i.4:;",ai(; dM+.':1rI 114:4wi. 14 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT I5 PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCUPANT OWNER CONTACT CONTRACTOR 262304 -9089 1150 ANDOVER PK E ACOM DEVPERM TUC 001 North: N/A .0 South: Sewer: Slopes: .0 N/A N License No: ROWLEI*212K9 Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: PETSCHL'S QUALITY MEATS 1150 ANDOVER PK E, TUKWILA WA 98188 PETSCHL TUKWILA PTRSHP 1150 ANDOVER PARK E, TUKWILA WA 98188 JOHN ROWLEY 3807 SOUTH ROAD, MUKILTEO WA 98275 ROWLEY REFRIGERATION 3807 SOUTH RD, MUKILTEO WA 98275 ***************************• k************************• k** k-k*k *kk * * *** *k **•k * * * * * * * * * *kk Permit Description: INSTALLATION OF NEW 3,920 SO FT PRE- FABRICATED STEEL BUILDING INCLUDING STORM DRAINAGE AND NEW ACCESS DRIVEWAY. ***************************************************** * * * * * ** * * * * * * * * * * * * ** * * * * * * * *** Construction Valuation: $ 200,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Streams: D98 -0226 ISSUED 12/04/1998 06/02/1999 WAREHOUSE 1994 N/A .0 Phone: 425 -742 -7742 Phone: 425- 742 -7742 Eng. Appr: JJS End Time: 102 Fill: 469 End Time: Public: N Public: N ***************************************************** * * * * * * * * * * * * * * * ** * * * * * * ** * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1********************** * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** ****************************** .67 ��,. _ Date: /2`7Z 2,440.96 Permit Center Authorized 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 provision of an other state or local laws regulating construction or the perform - nce4of wop,7. I a authorized to sign for and obtain this development m Signature: Print m_nre: This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Date: if the work is not commenced within if the work is suspended or abandoned inspection. CITY Cq7 TurTiJ.1 Address: 1150 ANDOVER Pr E L-2:6 Suite: Tenant: Status: ISSUED Type: DEVPEPM Applied. 06/-:'911998 Parcel #: 262304-9089 Issued: 12/04./1998 A*****************k*4*A**************A.Jikk***44,N*;Wk4*k4k*.4,AkIc*.k**kk*A4 Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 2. Electrical permits' shall be obtained 'through the Washington ;State Division of Labor.and IndustrieS and.allelectrical 'work wil l be inspe;:cted by that agency (248-6630) 3. All mechanical 'work shall be under separate permit issued by the City ofi-ukwila..• 4 ': All permits:,-Anspectlon records, and approved .plans.shall be available a.t the job site prior to the start of :any con- struction; These ,documents re to be maintained and avail- able until final inspection approval is granted. 5. SPECIAl.'2INSPECTION'REOVIRER AS INDICATED ON APPROVED.PLANS: 6. Mhen.:'special inspection-is .required either the owner, zrchltectr engineer'shall notify the Tukwila Building Divlsion'of appointment of the inspection agencies. prior to the fist building' inspection, Copies of all spectal inspect ion reports Shall be•s.Ubmitted to the Building' 0iViSion in a:ttmely,manner. 'pePorts shall contain addreSs,' prOject.name,. Permit,nuMber and type,of inspection being performed. .7, The_,Special insPector'..shall Submit ,a final signed report statfing whether the work'requiring,special inspection .was, to the best of the inspector's knowledge, in. conformance withapprOved plans and specifications and .the appTicab)e workmapShipprovisions of the UBC 8 All 'COnstrqctionrto be dOne in conformance with apprOved plans and requirements of the UnIform:Building COde Editionas amended, Uniform MechanicalCode.:.(.1997 Edition)?', and WaShingtonState, Energy Code'. (1997-Edition). 9. Validitf PeO0t. The issuance of a permit or:approvarof plans, Specificat:Tons, and-computatlons.Shall nOt.beCOn strued to .13e a, permit for, or an approval of, any vt61ation of any of the ::provisions of'thebuldi:ng code or0f.'*.?/ other ordinance"±Of,the juriSdiotlon.: -No permiteSuming to give authority to violate or cancel the provisions of this code shall be 10. **** P U 6 L LA7•R'K•Sy,. Temporary erosion control Meas6res-shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. ' 12. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 13. Work affecting traffic: flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. .14; Driveways shall comply with City commercial standards. Driveway width shall be a 25' minimum and 35' maximum. Slope shall be a .maximum of 15%. Turning radii shall be a minimum of 10'. 15. Driveways shall be paved for a minimum distance of 20' from theedpe of existing road pavement, ;,..LAtl,_,_:;0:$4.110::Pn.91:4.e.;`0.441rim.,,mgrrig.;;;;*opmeN.vm47,2,01tr.A, 16. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. • ,f , chi Wix.'.th ihaikiktitAiat.1,46,43•UW..4 4'16'46:A11r,, 1,64:1444' ■40A), 4,0'4044 '/4 V .1 law meow6444.4.11,44va livaa4.444Q.6 ' CITY OF TUK' ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 :New Commercial /:'.Addition :%J 'amity Perini pplication Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Proect NameiTgnant: �i.Ni c_f✓ 7..% .4/7 .47� jeo- '<, /9 L��/2' V lue of Constru tion: /0Ccon r i• 7 n,-, iznei Site Address: City State /Zip: /i$ 2 �9-✓Q iS_-,, 14%'),<.11- .x:51. ,Pit, %, Tax Parcel Number: "----6,-3 0 /7% -- Yn F 9 Phone: -7._.5--.. iY 1/et>e7 Property Owner: / /. l_ .-- C. Existing fire protection features::$ sprinklers El automatic fire alarm El none fl other (specify) /41L_ Street Address: ,(� �J� _ /.5 /2, "i it /jI /1 A/e7 \ / I , e% // City State /Zi 122, /rt2Z4 1i74 Fax #: / // fi J (---. `% Contr tor: U ✓.��,3-? /1�/�� -{fit •��i'�� Phone 7 �J S ddress: D sue, A4 /` 1 Cit State / �z��s— Fax #: 4 /z<' 7fL 41 � Architect: �;� Phone: Street Address: City State /Zip: Fax #: E.Cr' . J Phone: Street Address: -.. .l- // ?_ ... — / 2._.‘ � 1/< /, /� City State /Zi Fax #: Contact Person: ■.je //.mot/ /e,.Gci� Phone.: L c 7 q -z--_. l i 9Z Street Address: 3 8n7 So. / 71/ it State /Zip: 217., 7§)/2-s-- Fax 7 z- b- -- D3 44g Description of work to be done: r9.144-4.--'- J Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail El Restaurant El Multi-family Warehouse El Hospital El Church ❑ Manufacturing ❑ Motel /Hotel Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes j no If yes, extent of change: Existing fire protection features::$ sprinklers El automatic fire alarm El none fl other (specify) Building Square Feet: 9 7-.§..z5 existing -.-. 9 Z.D new Area of Construction: Wi!! there be storage of flammable /combustible hazardous material in the building? ❑ yes 21 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping El Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill U Moving an Oversized Load: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: El Water Meter /Permanent # ❑ Water Meter Temp it ❑ Miscellaneous Start Time: End Time: El Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only Size(s): Size(s): Est. quantity: gal Schedule: Size(s): cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date appJicalion accepted: Date application expires: 1 - aq NCPERMIT.DOC 1/29/97 PLEASE: SIGN ::BACK.OF.APPLICATION.FORIVI Application taken by: (initials) P ALLNE .COMMERC/AL,/A"DD/T/ON TI- FAMILY PERMIT.. APPLICATIONS: BE SUBMITTED WITH 'THE FOLLOWING: )> ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. co ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. Z 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC H Z 18.45.040). EC 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be = removed. J 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, o w species, location and spacing. Location of service areas and vault with proposed screening. w = 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). w O 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply 2 line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). �d ❑ ❑ Vicinity Map showing location of site Z w I— ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ? 1-- ❑ ❑ Mechanical Drawings Z O w ❑ ❑ Structural Drawings (detail of sprinkler hangers, w pipe, duct & penetrations in structure) U o ❑ ❑ Architectural drawings N ❑ ❑ Specifications (if separate document) 111 t.- w ❑ Structural Calculations F- ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping u O ❑ ❑ Height Analysis z cp ❑ U Soils Report stamped by Washington State licensed Geotechnical Engineer o ❑ ❑ Topographical and Boundary Survey Z ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ U Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑❑ ❑ U Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions 1:1 ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS P BUILDING OWNER • j1 AUTHO -I ED AG : Date: f 7a / / � ��� O Signature: OF Air L 12 Print na -. j r� //�✓ /a e-/ 7h /�z.. 17 L1 z z :7y- 61. Ad d e3� City/State/Zip: Z -���� i sV /757--- -2.. NCPERMIT.DOC 1/29/97 SPECIAL INSPECTION REQUIREMENTS The special inspector shall be employed by the owner, the engineer or architect of record, or an agent of the owner, but not the contractor or any other person responsible for the work The types of work listed below shall be inspected by a special inspector : CONCRETE; During the taking of test specimens and placing of reinforced concrete. REINFORCING STEEL: During placing of reinforcing steel for all concrete required to have special inspection. Note: The special inspector need not be present continuously during placing of reinforcing steel provided the special inspector has inspected for conformance to the approved plans prior to the closing of forms or the delivery of concrete to the job site. HIGH STRENGTH BOLTING: The inspection of high - strength A325 and A490 bolts shall be in accordance with approved nationally recognized standards and the requirements of the following: While the work is in progress, the special inspector shall determine that the requirements for bolts, nuts, washers and paint; bolted parts; and installation and tightening in such standards are met. The special inspector shall observe the calibration procedures when such procedures are required by the plans or specifications and shall monitor the installation of bolts to determine that all plies of connected materials have been drawn together and that the selected procedure is properly used to tighten all bolts. �2MIT 4`17•16 - czz, ,CITY OF TUKWILA, WA 98188 -2544 ACCOUNTS PAYABLE CHECK NO. -Ni'INVOICE NUMBER • :: -r :. a: ,. ° :DATE 'L.' .;ti. , P.O. NUMBER. :.;, ; : ; ;: ,:: ; >.:., ,DESCRIPTION::• `. ?C,^ t.J :'n ; ". •( ri. - P _ %. m'; : AMOUNT,.1' <,".qx"ri 1i 0607311 06/01/2004 4,800.00 BOND /DEPOSIT REFUND 4,800.00 PLEASE DETACH BEFORE DEPOSITING :THE FACE OF•THIS DOCUMENT HAS A COLORED BACKGROUND- NOT'A WHITE•BACKGROUND • CITY OF TUKWILA 6200 Southcenter Boulevard Tukwila WA 98188 -2544 PAYABLE THROUGH U.S. BANK 151 Andover Park East Tukwila. WA 98188 19 -10 1250 Vie+ 4� .VEN4', ' rs 'v.. � tl-t NUMBER . s , s `�.. a•,....., ?yam ' j!CAECK' St l }...�..iN�1M8ER'.. Iv';'. tt. 007250 06/07/2004 4,800.00 PAY Four Thousand Eight Hundred Dollars and No Cents TO THE ORDER OF PETSCHL'S MEATS 1150 ANDOVER PK E TUKWILA, WA 98188 M v∎A�QQr� --- L4maim. • '.THE BACK OF THIS DOCUMENT HAS AN ARTIFICIAL WATERMARK = HOLD AT AN ANGLE TO VIEW • }`:,. ,. Z W 6 IY U 00 W = LL W O Q2 LL N d = W H= Z� HO Z W U� ON OH W 0 r- — O WZ UN H� Z • " • '. • • ;•!''' • • • • • , . . 9S- oaaG ,, ::,,, N A A ',N A .'...-:',. ^A A -.A A A A * -1:. At A 4. A A A !..? ... A A ../1 A A ft N A A A l• Ar .,4.• ..., A' .. .3. A A t A .A A .: .A i. Y :!`:•.," A 4 A * A * A .'... A A * A. A A A A. A A A. -0-. ,A A * A A A- A * .6 * ..1 4. '.i ..'' -.*t• *.4 •.s. A A .'.. A A A A A A 4, A. „A * -.A.. A A A, k .A. A '„ A .3 * A N N. '' P. E.3 Kt ): 1' 1.4 t.l. in V.-, r,). I- ... V 9 8 ‘..!() 2 0 .9 ir! ci t...!•!. t: !: 4 , ••$,), 1 ) A v i l l e 11 t ' M e 1.) r d r . 1 t • i,: 1 . 1 I: I.: I: 1,1 .::: •':. 1 1 : - i ( . . : r i ... 1' E 1 ..13 [ 1.11. ' (..:', il 1: 0, 1 !..i. 'f. is i .... . 31. I !,,.... • .0 _ .... . _ : . • . . - .. _ . _ .... ...... ... ... .. .... . .... .. . ..... . .. _ F.: i■ 0 . . . . 1) - E . i v 0 0 , E V P 1: R 11 1:. E 1.) 1: 1.. 11 P PIE is! T P i.: ( T , , . • P r r. t: s. 1 t k) . f . : 1 cl t.I )- s ! I: : . 1 1 5 0 0 NI) ( , ) V 1 , 1 * 11 P 1.; E .1 ,.).t; -...i 1 • I. 11 I s... '1' :..k v m E.-.. t...1,: 4 , E.1 )O „ 0C.r 'I r.. .t., .a. 1 (A L L. l'io it i..; ... . 7. a 1 ;..., r■ r... ti: ;., • ., C.■ k.; . . . * A. 1A •in,l‘ 4 *:/... .4 •:, 'A ic'A' il, .4 * 4: * * it * . A :6 IA .i: A 3'. .4 k .4. b. 4, .;,, ', * A l's 4.• * ,A •A 4, A 4- A A A t sk. A. A-A, 0. 4 * * A 41. 4 ... A. 4. 4, (4 16 r..1.1.1., :. 4 ...... : ..., ............ c,(:01.1 ot Cod • Dec r ut 13 0 8 6 9 0 El 1.3 ;AL) S .!' 1)E P c.; 1' .7.1 u c_Of wOr K 1.2/20 '771.1 TOTAL 4800”00 *.\ SSUQC1 . ;.thAi'eh$lit**tenw.V.4:kA110.1i010;telf.' k J9 Kiiwi'R.R?i cfp C1.r z ~ W 6 JU UO N0 W = J,^^ I- u. O 11 J �W Z F— O Z I- O ▪ � O H W W U U—O .Z W U =. O '- z c PETSCHL TUKWILA PARTNERSHIP 1150 ANDOVER PARK EAST TUKWILA, WA 98188 -3903 99 98- 768/1233 30 Pay to the Order of —/ ,BAY BANK Bellevue, WA 91004 Dollars e (423 )432.2343 A On,no. eICO.1u $..k if.LF.➢AMC 1 .Y30 .1111.7171 For !yl�rAc. • : ' • • • z 1 cL W Q JU 00 wW J WO 2 u- =W I— ZF.. 1— O Z I— W W 0 ON 0 I— WW Hr• I1. O w Z U= O~ z *A+*+A*Ak+k*+k***A*a**+*a*+++A**++++A++*AA+«+*a+**+**A+++**+++* CITY OFTUKNILA, WA TPOISMIT +�++ *A*****+**++-ic*+a*tWeA+*+A^*+**«+***+**+ k+ ** **^++++++A+A+k +** TRANSMIT Number: R9700878 Amouht: 1,539.25 12/0*/98 |u:az Payment t M thod : CHECK Notation: KUNLGY R[FRIB[KA Init: 8LH Permit No: D980226 Type: DEVPERM DEVELOPMENT PERK[[ Parcel No: 62304-9089 8ite Addrees: 1150 ANDOVER PK [ , Total Fees: 2,440.96 ` - . . i s ` Payment 1,539.%5 Total ALL Pmts: � 2,440.96 ' • ` Balance:: .00 a***A*A*******A******+*****W*A*+******++0.++*/^*^+^****++**+*++ Account Code Description 000Y322~100 BUILDING - NONRE5 000/045.830 'PLAN CHECK - UTILITY 000/386.904 STATE BUILDING SURCHARGE 000/342.400 INSP FEE - UTILITY 412/342.400 INGp FEE - STORM DRAIN 000/322.180 ` LAND ALTERING PERMIT FEE 000/345.830 ' LAND ALTERING PLAN CHECK Amount 1.1 387.25 387 25 '20.00 4.50 15.00 15.00 75.00 22.50 9717 TOTAL 1539"25' :.04A. isAA7. .A74 *#*A * * *A *+44a•AAAAa•1 •1 A 4 *itA *04 • a CITY OF TU1;WILA» NA TRANSMIT A k0S* Ak* A #****04 *4.0:04*:l*4f:4*A:4A*A k ilt*A1t�*A. k.4AA itlk *4*r4.r1G***4**,1i1. TKANSM:i'F•'Utu br : 129700788 Amount: `_301. 71 0t,/29/98 15:08 Pavmertt Metthc4d : CHECK, •Notch i art. ROWLEY REEK IO. in i i. r Kt7 P Permit No: D90-0226 Tvt,e: UE:'!i'ti?ti DEVELOPMENT PERMIT Na•rt; e l i4o: 26'.'3049089 • 8 i to .Ac cir•es,s.: 1150 ANDOVER PK E This Pa,vilertt Total tee,..: 901.71 Total ALL Putts: l4ance: _.... -- I A#**• IrA' A04i4A* A*%* 04*4yld. 9.* h* 04k**1 4A04A * **Aa•A4•A* *is•*A0404* *;4A4 Accsount Code; 0escri)tion 000/345.830 PLAN CHECK - i> ONRE ;_.. �5':::� .. <i.:3+.y.:�R� +l �ii,pia':)!•li:N. 44.•;ir.GL;dd5.44,;x 4 li�:E4k�hIhI7 C+' 4d:ti.'+YeSliir: 'A }taC}i: 2.293-46 901.71 1.391.75 *A*A. *i4044*A Amount 901.71 7272 06/30 9717 TOTAL 901,71 • IN PECTION NO. INSPECTION RECORD Retain a copy with permit b'- O,22 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188,� PERMIT NO. eject: f��.13chl s Type of Inspection: (--.) ' 6 /..p -c hne-1 Address: _ / /50 /Yid 1 c/' P/ L- Date called! ///'7/e) / Special instructions: Datefwan ed: a.m. / //f t / p.m. Req eser: 6/7/ 11 Phone: et-ta 616' -'73rd - 3 vqs ElApproved per applicable codes. Corrections required prior to approval. J COMMENTS: 4:2 Ott ( i) ^ Dv\ ► r rv1 -(--.\ v\ C 1 i v spo A6v\ (,.44)r nub \o'ee1/4N rece ;oeet, C2.) 'PloL.n∎►n< . aPPrn \I&\ '...n-e ∎ M 5 -dl a Pt d- '4 D ''s i D v .‘ ∎.A. pec-4-`1toIA 4`11 (off p(aa- Inspector: Date: f l4 ems( $47.00 REINSPECTION FEE REQUIRED. Prior to inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: .�Jt�'1�itG��'tr�� Gk"+ af;. 15; �' �:"+ iC.'; iif` 5: 1+ IIh`. a 'y.eu'�',.%.a�..•?�•.!1R.�Y.�^' �?'''k:� ":45YnFr: •`���i1�'): ^�..d."r.r's }�,� � i; r� %�,, `�°:.o N��; 't':4.:' .. , • t..i.�8+�1+'fe:f+ai.`I:vwV•, t� " -a7r. ,i�±�t.n,•�` -..., ! e ." , s }i x.1): t4.. = "1MTEIM " lArt4letat gr,ft :4't? VOMM INSPECTION NO. INSPECTION RECORD Retain a copy with permit D9 e) -022 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431-3670 Pr ject: 9 Type Inspection: . 1\lre. , (---) PrtAm\er P, Date called: Special instructions: . . Date wanted: a.m. P.m. Requester --..i.Ok■e\ Phone: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: . 4b r p..9 — okove Ark.p-Nrr vv",k( C1/4 pPr cAt Inspector: Date: Vz 3o 9 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 Pro s \ A 5 Typ of Inspection: (I r Idq � 6.0Uec ailed: f t.1 Ff* riS7 F,,t( 6V Special instructions: Date wanted: ' Ic' —A n' % a.m. p.m. Requester:` \ P 5 6 --Mn � q4 f ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: SP .UR_ /kSP1. cTi, r-4-/.41/4•.- 4-6-77-6-,e, 1 Ad 4x/iff,e4 t coy 4'7 ,rAI;4 °_..- i , ( 7, , e , 61 ( ' 4 t 7 4 1 / Gf (STe...r /c.77B-74 f t.1 Ff* riS7 F,,t( 6V ( x4ro, 61-c ,,0:4. x /577.x.. ,Ur t/?/A (27 y Ins1,11,41 Arff/ar.e6e/impi El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, at 6300 Southcenter Blvd., Suite 100. CaII to schedule reins Receipt No: Date: p fee must be paid ection. sk:_ �A' �k+ Si' ry7" i�<<< n�!, �. th. 74 :c'�L�."•y.�.:7�'�'b,';!?j;�v7e u.�.i"� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 Prt_f5c kez, Type-o j‘spectionl b--- Ad/hiss: Ape _ D t itt dyN. 0, a, Dat,wan(7,6_/ , (. „ • • < • i Special instructions: tie, *E;Li.:* Phone: FiApproved per applicable codes. COMMENTS: Inspector: ElCorrections required prior to approval. lip IA (C1LrnfbM) 01(1 tj 1/4‘SiSk Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: Date: fRi:041,114.tkifiztilV • ' — 14 d: Ito 1•*;"!14.Y40,1mMirseOtlxt-arat-rmv,It...•=mrif, INSPECTION NO. INSPECTION RECORD Retain a copy with'permit CITY OF TUKWILA BUILDING DIVISION 6300 South ce�nter �lvc�l #10p, Tykwi 8 (2Q6)431 -3670 PISa,r: .�l - ! �;' A. it i. ...."‘•- rt r ,� . i _.. r_ ..` 1 . Ty of n ection: d„re 66 • 44/ 1 Date called: &// Date wanted: K'm Special instructions: / Requester: Phone; p& — -7-36— 3 yvs -. Approved per applicable codes. n Corrections required prior to approval. COMMENTS Date: n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: iSirlri.7�« ra'it31',r'i !:: $.k�ila+:Yravi�tsii+rrl���iftiY: ..:K:_uw�.'�:d.�'��i C.><u_�.1�•�. %.iLCr�il «: ant': n...! �✓ ��y.'. ��y .'.dni.i7w,.'.:E`ri+�:�i;3�3. .Y •',, jtf•. •tr�. � ^'i: ^va- � m... .„ .,»iL3f'S .cfT.'t"'a't-'"•RS+,R7,:' i" `P21:.. Nr :•; r?'c YC sra::fla r.S ` i' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ‘1 • PERMIT (206)431-3670 t: di b ptieg(5 A , alit .„ ina /Type oIrr5bectfon:, , f /---0-0-7/fitj L.4 (ti_44 r s6to /4 d_ve„ et. Date called: / M ' Special ins ru tions: ..0." 7c2 :30 Date wanted: a.m. 9 -avii ,t7614, Phone: i — 71€97— 7 701; iirpr-oved per applicable codes. E Corrections required prior to approval. COMMENTS: /.24C:777.t-4 ae---0,/ ,'■( Al • ‘I I ' / ?/-/ 77 6 5 V -7.0 C i'D ( 4" Z , "- .. if1/1.4 fl} $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Mat ' • ............... INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: ++ e SG \-Q1S Type of Inspection: a� Address:' 1 ATL Date called: t n Special instructions: �� c 2€c a Noo i'` — c�- - _ S ., Date wanted: V* y7 CIO equester ov l 1! 0 7q2 EiApproved per applicable codes. ICI Corrections required prior to approval. Inspector: r" 4 .rr Ei $47.01 ' EINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No: Date: N•is4k'l44'1.k0:i:.x.. ty INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D gg - oa(C) PERMIT NO. (206)431 X8670 Project....// es /12 40 Type of Inspection: /u4/B' Gce/.5 ...- c..4/Ac c-- AO ress: / /�'p /i••'/% �,/2 4 k A. 7 Z XY< Date ca ed: 19 Special instructions: ate a} e119, a m. Requester: ZS Phone: Approved per applicable codes. n Correctio /s required prior to approval. COMMENTS: 4-111:4-k° Inspecto'. Date: ! r g El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: un•I�.:fxW*.`6s,:ty k4..K. �a2' INSPECTION N CITY OF TUK ILA BUILDING DIVISION 6300 Southcen -r Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 at*fr-ii iM \/j / s� or 1 ssn 0 - c glover e U - Date9II ddd t' � y 1 C161 Special instruction : • 5--or m rci 1 n t., fir. g$ 11. `? 1 a, pm �� Date war{t+d: 1.111 'f1 ^, a.m._ p -€ r:a t O N .388 -)-7 LIa' 1 / dig- ' ' Approved per applicable codes. n Corrections required prior to approval. pe,cd s ix.A COMMENTS: fm •A Inspector:,/ Ai eliktmir Date:1 !' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: wa W.i..T.A44:4641.Ww; 's'.;::s=ii a t 4‘44; :¢7 ads" iit�6 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 On-02.. 16 PERMIT NO. 06)431-3670 Project Type of inspectiorV C CA S Address: II P /-livo 0( 6 Date called: 9/i lc/ 1 Special instructions: '.- Date want : 11 " Request al.: CAA- /TAIRA < Pho : . El Approved per applicable codes. COMMENTS: Corrections required prior to approval. 9// 5fr 1,40Ity Old It-124/V d LiA-0 6)ecj-i,L,P - edhi-4-6,4L-e-t lic-4pt_o a avv Inspector: Date: z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 41.1(ittI . =31,'W.letItirroepf,At.to=___HKrect,„J=4!tflAntr,,q,',401:e41,,ift,t1;itxl.ezo.f45m,:m9xiNcls,iltinafroi, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: NI Type of Inspection: h IV) Address: Date called: Special instructions: Date wanted: / a.m. Requ ter: hAt2e../ Phone: aApproved per applicable codes. n Correction required prior to approval. COMMENTS: f9/ 1 / f �— . ff p 6.6 `' ((0t -- , . — 1' I '21V L I .Q. A 4_1 • ,,�j I uAj • ( '1 t 0 _._ j J r_ Inspector: Date: ip Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 74m. v4V4104,' S?Yotv,,t l"4to'f".r.1;} i.' ?'2�'S.k'• -JET , •" z'- 3:± V "."q; • ri d +3 arn.�tn y � ti a INSPECTION NO. INSPECTION RECORD `2*-02. Retain a copy with permit CITY OF TUKWIL4 BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: rot L 5 l Type of Inspection: 51) 4.944,1.4 veei Address: 5?) / , �d /` r Date called: 7/6 r79 JeLepi w to 7 Special instructions: , Date anted: , . a.m. P.m. .m. R nester• // ,JsoM,} /IIJJ& Phone: 7//61f9 0 Approved per applicable codes. / n Corrections required prior to approval. COMMENTS: 4.944,1.4 veei cm, ArAd &fniti -a is A GA /2 (J - Ai ,, r/ -eve4 t i ��1 JeLepi w to 7 , 7/liff S , c 6 .01- 7//61f9 , 4 Ad " rte. G 1/ ' . c of, 0 i-e-- y, - /�13/r9 otdaS `3 i .einAfie4 r11:J Ms _ L / i; 2 j 0.3, Inspector: l�v Date: 7/4,79 LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Project: to i i4 '-e,f 4._ 5 ii Type of Inspection: 5 0 Address://5-6 a44 . 'le f.qii Date called: / i . - 7 / ? tr .7 1 Date wanted: a.m. 11 (1 P.m. Requester. TattA, //2040/.4,4 it Phone: Approved per applicable codes. C rrections required prior to approval. COMMENTS: ,saleLo 443 c_etiL14\-.. ) • 1 Inspector: 40r1- Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . . • • -•‘ - • • • • •• - ;..:• • • ONIMPRIMSOMMIMMUSittalMit INSPECTION NO. ii INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • DO-O 2-24 PERMIT NO. (206)431 -3670 Project: F2Tche l'S Type of Inspection: - LuAtndsctt loi n P1 It'IttA.Uk- tee&- I&D a\--. (a'o,. &teL Address: 115-0 AYYlove4, (k. I✓ Date called: i 1 RI Z,1 +' Special instructions: ..3-0e „` J c to Q . 2.x'a -130- 3gq'. Date wanted: l3o. ( rill rtM/ m. I-011 ✓ / AL( Ui —Requester Ph ne: ylg - )(01-/S-> �).j - Approved per applicable codes. n Corrections required prior to approval. COMMENTS: It'IttA.Uk- tee&- I&D a\--. (a'o,. &teL yoluA. Y1mvu, !vim /ileaV 11 w (4., ►> t4\ 16'1'4 5 aT lc... -\ -h) 4,ev ' e,- rtM/ 1?- nc _ PJ 34V-t,l .C%✓ (unt, wc-' 1,414 -. .a.t?.) 1I4-11s i 1 Pl44". Mua.v ' /2)4,4 k 1L t ___ (/..n... AA J-( a/ tAA,t (t.4) 14.4/4 l S W..() ti-s\ tM..u,at,. 1.0-c_ e j ta1(t.,_, t/A,-(k ATV A IL. b A> Inspector: CowaA dAam1r- Date: 12430 El $47.00 REINSI'ECTION EFE REQUIRED. Prior to.inspection, fee must be paid at '6300 Southcenter Suite 100. ' C011 -to-schedule.reinspection.... _. Receipt No: Date: 1' City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name Address 1+. - A i?( = c1� John W. Rants, Mayor Thomas P. Keefe, Fire Chief RECEIVED JAN 0 3 2000 COMMUNITY DEVELOPMENT Permit No. D'322 cr o: a`7 N11-1/ (5° Retain current inspection schedule .'Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: _—____ Monitor: Pre -Fire: .4) Permits: Authorized Signature FINALAPP . FRM Rev. 2/19/98 2/3/A-7/ Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 575-4439 TO: FROM: DATE: SUBJECT: City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERiMIT ACTION Permit Center Public Works Engineering October 16, 1998 Petschl's Quality Meats 1150 Andover Park East Permit Number: D98 -0226 Contact Person: Jay Rowley Phone: (206) 742 -7742 John W. Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON OCTOBER 16, 1998: Curb Cut/Access Storm Drainage Land Altering PERMIT FEE 25.00 25.00 97.50 TOTAL: $147.50 Hauling over 50 cy shall require application for a hauling permit. Applicant shall submit a miscellaneous utility permit application, a Certificate of Insurance coverage (min. $1,000,000) naming the City of Tukwila as additional insured, a $2,000 bond, and 5 copies of haul route map for hauling permit. Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /tkf CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431 -3665 M ;`:,I'ty.kfk>k !':M . { ;t?.^�.i�` fU!�Xirrcjt'G^m� _.__ =._.._ _ `°s? ;fie+ -k+l'� IPL. f.K'.i:�.i.�$,X�`f',!_�,. •r,?di'%,fl �•'.:,;;y,,,:'RkY� trr, PLANNING DIVISION COMMENTS June 30, 1998 TO: Kelcie Peterson, Permit Coordinator btfAAL FM: Carol Lumb, Associate Planner RE: )D98 -0226 -- Petschl's Quality Meats The project is incomplete for the following reason: 1. The application is missing the landscaping plan, as reviewed and approved by the BAR on 6/25/98. The plan needs to indicate whether or not landscaping will be included to the eastern property boundary edge, or whether it will end at the eastern edge of the drainage swale. If the landscaping will end at the drainage swale, then the landscaping from the deleted area should be redistributed to other areas of the site to the extent possible. c:karol \peuchl\b preview �.4 �.,a> . n ,i :�• "ie.YS';m`Y •��i 7_:41a:{. "irt`'F.>`it��.i {.9 :•c. , .�'Ydiia • :t ` •Ltkskr "A, Nuk June 9, 2004 Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director William Petschl Petschl's Meats 1150 Andover Pk E Tukwila, WA 98188 RE: Release of Cash Assignment Dear Mr. Petschl: This letter hereby authorizes the release of the cash assignment referenced above in the amount of $4,800.00 for the installation of a curb cut for the property located at 1150 Andover Park East. The work has been installed a has received final inspection approval on June 1, 2004 from the Public Works Department. If you should have any questions, please contact our office at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl / xc: D98-6226 V 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Memo June 1, 2004 To: Laurie Anderson From: Brenda Ho Re: Petschl's Meats Please refund the $4,800.00 for the installation of a curb cut for Petschl's Meats. The requirement has been met and the funds can be released. I have enclosed a copy of the original receipt and Developer's Project Warranty Request Form for your reference. Please make the check out to: Petschl's Meats 1150 Andover Park E Tukwila, WA 98188 Please send the check to my attention and I will forward it to them. Thank you. Xc: File No. D98 -0226 1 Di& A `0.;e.bi City of Tukwila DEVELOPER'S PRt. SECT WARRANTY REQUEST FORM NAME OF DEVELOPMENT: ETSchti (mu7�i� r-S DATE: ��- af2- 99 DEVELOPMENT ADDRESS: / /so 4vpdV6x. T i . 4.41. 5214 y PERMITNO.: TEL NO. mod Wcro CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) NAME: �Lr. ?-,te,// ADDRESS: //53 ,,2dOdur� CITY/STATE/ZIP Ae,,yc,q. 4)4. 9P DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBEDL• Cate are- As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ e-Afcf0. cro ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( /„ / 3/ / & O ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. SIGNED: a/64,-.S TITLE: .................... 'ft7t "rot" SIGNED: AMOUN i a) CASH O CASH EQUIVALENT CffY RECEIPT NO. THIS FUND IS AUTTHORIZED TO BE ACCEPTED. DEPARTMENT HEAD: _Y-t 1 ' 1CS'ZRC�1 DEPOSITED THIS DATE: ot )1 Gj 9 RECEIVED BY: t :b'y t#e1!8.tape 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: All work identified in Section 1 of this form has now been completed and retumed to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: et CHECKED BY: 6)/ ot I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: ..1:0 •uran«��xo(o�..luNgalroobC�: «o?�Y»yo1a.� . yea ook('o9■5w0,7,Y.+1.04^0.t` .,•44.."~twP*∎9,. .....n..: • C-3tcA) DEPARTMENT: w: aow ?x0000wrw,vcpca.c�+ceo�awYx�c; . wu�. i W \`tJD:J%ViJ;:%YVt(0�1CJ,P'. yJ.!0:•VX�NC�M%NCOPMM`f.W.-0 0001 Oho •W,t000C,0>i�+.V. \`OYaYTY:Mta Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD 09/13/90 [Joanna Spencer - Petchl's Quality Meats D98 -0226 $4800.00 Cash Deposit/Bond Page 1 From: Joanna Spencer To: Brenda Holt Date: 6/1/04 11:22AM Subject: Petchl's Quality Meats D98 -0226 $4800.00 Cash Deposit/Bond Petchels has paved the area between Costco bldg and Petchl's parking lot as directed by PW Dorector. This work was inspected by PW Utilities inspector. The subject $4,800.00 deposit can be now released. dz�' CLW CC: Carol Lumb 6 0 00 co O co w J Z N W C• u. N I h— W Z Z �. ;t.1x:,,1..�;:AiS I�vt: a` N2•;:'. c' 1.` 4. '?ti ?iriiiPc °�ti:iY(,C4?�xC.`A�. �; :: i+ inS' u'^ ediiAdti :�{f'i�1,47,uik! >.`s:{idu vi}.K41' sixtl'r5'A�2 O 1— (11 W H II- O • w Z U= 0 F- z City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director December 30, 1999 Mr. John Rowley Rowley Refrigeration 3806 South Road Mukilteo, WA 98275 RE: Landscaping for D98 -0226 Dear John: I wanted to confirm our discussion today at the Petschel's Meats site the landscaping issues that must be resolved prior to the release of the $4,800 bond the City is holding. The attached site plan identifies the two areas in question. • Area 1: this area has not been planted with the landscaping identified on the approved landscaping plan. • Area 2: landscaping in this area is pending a decision on the location of the curb cut into the parking area behind Petschel's Meats. The approved landscaping plan shows landscaping along the southern side of the site extending east to the 22 -foot wide entrance to the rear of the site from Saxon Drive. The eastern 30 feet of the landscaping is missing as the curb cut location may be revised. If the curb cut location is moved, a revised landscaping plan must be submitted and approved before the bond will be released. If the curb cut remains where it currently is shown on the site plan, then the missing landscaping must be installed. If you have any questions, please call me at 206 - 431 -3661. Happy New Year! Sincerely, / Carol Lumb Associate Planner Enclosure q: \carol \petschel \d98 - 0226 -1 andscp.doc 63 0 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 • ffi rnpOEa1 Page No. 1 of 1 ROWLEY REFRIGERATION INC. Specialists In Refrigeration And Cold Storage Construction 3807 South Road MUKILTEO, WASHINGTON 98275 -5725 (425) 742.7742 RECEIVED CITY OF TUKWILA DEC 2 7 1999 PERMIT CENTER Pages PROPOSAL SUBMITTED TO Petsch]s Quality Meats STREET 1150 Andover Park East CITY, STATE and ZIP CODE Tukwila_ WA 98188 ARCHITECT PHONE (206) 575 -4400 DATE 12/22/1999 JOB NAME Curb cut JOB LOCATION Tukwila, WA DATE OF PLANS Attention: Bill Petschl JOB PHONE We hereby submit specifications and estimates for: ROWLEY REFRIGERATION PROPOSES THE FOLLOWING: One curb cut for driveway at Petschl's Quality Meats. does not include State Sales Tax. 4 litle propose hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: Throe tbousAnd two hundred and 00/100 Payment to be made as follows: dollars ($ 3,200.00 All material is guaranteed to be as specified. All work to be completed In a workmanlike manner according to standard practices. Any alteration or deviation from above specifications Involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry tire, tornado and other necessary Insurance. \ Our workers are fully covered by Workman's Compensation Insurance. Authorized Signature ote: This proposal may be withdrawn by us if not accepted within days /Acceptance of Proposal— The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as specified. Payment will be made as outlined above. Date of Acceptance. Signature To Reorder Cell 1-800- 225-6380 j TO: FROM: DATE: SUBJECT: City of i ukvvila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering October 16, 1998 Petschl's Quality Meats 1150 Andover Park East Permit Number: D98 -0226 Contact Person: Jay Rowley Phone: (206) 742 -7742 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON OCTOBER 16, 1998: Curb Cut/Access Storm Drainage Land Altering PERMIT FEE 25.00 25.00 97.50 TOTAL: $147.50 Hauling over 50 cy shall require application for a hauling permit. Applicant shall submit a miscellaneous utility permit application, a Certificate of Insurance coverage (min. $1,000,000) naming the City of Tukwila as additional insured, a $2,000 bond, and 5 copies of haul route map for hauling permit. Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /tkf CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 City of Tukwila wt la John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief September 25, 1998 Fire Department Review Control #D98-0226 (510) Re: Petchel's Quality Meats - 1150 Andover Park East 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) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the ' bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone :: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and 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 10, 4 -3, 4 -4) 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 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 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) 3. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 y ;�tt. %��.:.`� saa ^b:, .,�1' .ti'•`''!r� +�rvr'y�.. >R att �!c •�s. t.5istftJi +_! MtlqfiW,W,l'iilL,„2, ilk{^rS'{':!�'Si�'Yy;�:a �. City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance ##1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance ##1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 4 Yours truly, 5/0 John W. Rants, Mayor The Tukwila Fire Prevention Bureau cc: TFD file ncd Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 :1 .ryck -'I ts}We"mu'Flogwro!i ' xti" e4'SrN= ':41,,,NM.M,,.a,rKs,44,6 grr;¢+eTtWrs MAY VAIP, mean .+rne......,,a,m,r",,V711,t,1 . ,ronvir.t Vu,!e,;Y%KOWic`.sXt A'0, *.fM.,17 t<',tAis?,igfi`<r:95e. City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director STAFF REPORT TO THE PLANNING COMMISSION AND BOARD OF ARCHITECTURAL REVIEW HEARING DATE: NOTIFICATION: FILE NUMBER: ASSOCIATED FILE: APPLICANT: REQUEST: LOCATION: COMPREHENSIVE PLAN DESIGNATION: ZONING DISTRICT: SEPA DETERMINATION: RECOMMENDATION: STAFF CONTACT: Prepared June 12, 1998 June 25, 1998 Notice of Application mailed to surrounding properties June 2, 1998 Notice of Application posted on site June 3, 1998 Notice of Public Hearing mailed to surrounding properties and posted on site June 11, 1998 L98 -0025 None John Rowley, Rowley Refrigeration for Petschl's Meats Design review approval is required for this proposal to construct a 3,920 square foot cold storage addition to an existing building in the Tukwila Urban Center district 1150 Andover Park East Tukwila Urban Center Tukwila Urban Center Not Applicable Approval with Conditions Carol Lumb, Associate Planner 6.300 Sounccenter Boulevard. Suite #l00 • Tukwila. Washington 08188 • 1206) 431 -3670 • Fax /2064313 6,5 Staff Report to the BAR L98 -0025 Page 2 ATTACHMENTS: A. Design Review Application B. Applicant's Response to Design Review Criteria C. Site Plan D. Building Elevations E. Outdoor Condensing Unit, Options A and B F. Landscaping Plan G. Materials Board (to be presented at hearing) c:.carol \peuchl'Stafrpt Staff Report to the BAR FINDINGS L98 -0025 Page 3 z Vicinity /Site Information = ~w re A. Project Description: 6 D ....I C.) 00 The proposal is to add 3,920 square foot pre- fabricated steel building on the east . co 0 side of an existing meat storage building. LLI = B. Existing Development: w 0 The existing building, which contains Petschl 's Meats, is 9,950 square feet. The building consists of an office area and remainder of the building which is used for = w cold storage of meats. Z_„ I- 0 C. Surrounding Land Use: D • Ca The site is located on Andover Park East, approximately one mile from Tukwila 0 N Parkway. The area is characterized by light industrial uses, warehouse uses with a a 1' w ui few small retail shops and professional offices in the vicinity. A Costco 10 warehouse lies to the East and a Home Depot to the southeast of the Petschl LL property. ui Z U= D. Terrain: 0 ~ z The terrain is flat with little to no slope on the site or in the immediate area. E. Vegetation: No native vegetation exists on the site; the existing building is landscaped in the front and along the portion of the south side of the site which borders the parking area accessed by Andover Park East. The landscaping currently does not extend along the remainder of south side of the existing building. Landscaping will be added both to this area as well as the new building. F. Public Facilities: The site is served by Tukwila sewer and water services. Andover Park East serves the site as public right -of -way; Saxon Drive is a private road. :..1i v.. c:\care I \petschllstaffrpt :41'.:1,1 a a9.#furleaoltWl4',a try ;',`dY�. '0.a4..it*'' Staff Report to the BAR BACKGROUND L98 -0025 Page 4 The subject site was developed with the existing building a number of years ago. Prior to Petschl's Meats, another meat storage company utilized the building. DECISION CRITERIA The project is subject to Board review and approval as required by TMC 18.60.030 due to its location in the TUC district and size of the addition, which exceeds the 2,500 square foot design review threshold. In the following discussion, the BAR criteria are shown below in bold, followed by staff's comments. For the applicant's response to the criteria, please see Attachment B. 1. Relationship of Structure to Site. A. The site should be planned to accomplish a desirable transition with the streetscape. B. Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas; C. The height and scale of each building should be considered in relation to the site. Response: The site is flat, with an existing 9,950 square foot building and associated parking. The zoning code requires a total of 9 parking spaces for the existing building with an additional two (2) spaces required once the building is expanded. The existing paved parking area accommodates 12 vehicles, with a loading dock for truck deliveries. The rear of the site, on the east side of the existing building, where the addition will be constructed is gravel and used for parking by surrounding businesses. Once the building addition is constructed., the remaining graveled area at the rear will be paved and striped for parking. The rear parking area is currently accessed via Saxon Drive and a temporary asphalt ramp over the curb to the rear of the site. As part of the building permit for the addition, the applicant will be required to install a curb cut. Landscaping is located along the front of the building, facing Andover Park East and along approximately 100 feet of Saxon Drive as you travel from west to east. The proposed addition will be 10 1/2 feet higher than the existing building, which is in keeping with the scale of the surrounding area. The existing building is concrete. The addition will be pre- fabricated steel, of a color similar to that of the existing building. Additional landscaping will be added along the remainder of e:\carol \petschl\stafrpt OW- Staff Report to the BAR L98 -0025 Page 5 the southern side of the site to screen an area used for parking a truck, and around the building addition to screen the building from view. 2. Relationship of structure and site to adjoining area. A. Harmony on texture, lines and masses is encouraged; B. Appropriate landscape transition to adjoining properties should be provided; C. Public buildings and structures should be consistent with established neighborhood character; D. Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged. Response: The building addition will be 34 1/2 feet high, 10 1/2 feet higher than the existing building. The new addition will be setback 45 feet from Saxon Drive. The existing building is setback 16 feet from Saxon Drive. Pedestrian circulation will be maintained as sidewalks currently exist on the west and south sides of the site. The sidewalk and Saxon Drive are private property, not public right of way. The portion of Saxon Drive immediately adjacent to Petschl's Meats is owned by the same individuals who own the site on which the Costco is located. Prior to issuance of a building permit, the applicant will be required to obtain permission from the property owner to construct a curb cut to the property at the rear of Petschl's Meats. 3. Landscaping and Site Treatment. A. Where existing topographic patterns contribute to the beauty and utility of a development, they should be recognized, preserved and enhanced; B. Grades of walks, parking spaces, terraces and other paved areas should promote safety and provide an inviting and stable appearance; C. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade; D. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken; E. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged; F. Screening of service yards, and other places which tend to be unsightly should be accomplished by use of walls, fencing, planting or combination; G. In areas where general planting will not prosper, other materials such as fences, walls and pavings of wood, brick, stone or gravel may be used; c:'.carol \petschl\staffrpt "'py'x±, *.7"�;T ?;7�rfir r�,.vy.c� >;�+,•��uwt; �;'�'yyk�R;55t�:',!t?:Y'.z �t = M1n'.i'! "�:`?"�` "�:;C�,�t Staff Report to the BAR L98 -0025 Page 6 design and size comatible with the building and adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. H Z Response: The landscaping plan, Attachment F., illustrates the proposed 6J v landscaping for the site. Additional landscaping will be planted along the U 0 0 co remainder of the southern side of the existing building to soften its appearance w = from Saxon Drive and adjacent properties. Landscaping will also be planted J LL H around the building addition. A mix of evergreen and deciduous trees and w o drought tolerant plants will be used to ensure some vegetation will remain to 2 provide screening /visual appeal during the winter. The drainage swales at the g eastern edge of the site will be restored to provide both improved storm drainage Ci function as well as visual /aesthetic benefits for the site. The existing landscaped _ area does not have an automatic irrigation system. Rather than require the z installation at a great expense of a such a system, the applicant will be required to I-- O post a bond to ensure the successful establishment and survival of the landscaping 2 D which is planted. o • ff wW • U 4. Building Design:. u_ r" A. Architectural style is not restricted, evaluation of a project should be based ui on quality of its design and relationship to its surroundings; U B. Buildings should be to appropriate scale and in harmony with permanent p /- neighboring developments; Z C. Building components such as windows, doors, eaves, and parapets should have good proportion and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure; D. Colors should be harmonious. with bright or brilliant colors used only for accent; E. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view; F. Exterior lighting should be part of the architectural concept. Fixtures, standards, and all exposed accessories should be harmonious with building design; G. Monotony of design in single or multiple buildings projects should be avoided. Variety of detail, form and siting should be used to provide visual interest; Response: The architectural style of the addition will be compatible with the existing building; the existing building is beige concrete, with an office area and c:\caro I\petschllstaffrpt _ Li' ��"'.` ai% 7: �i,' �° '.F�i�'w9s!�??';�'�tk:ur,+.•�4; �?rrri�;��.x�,n: . .., .wrv{'M1'.W ^•�ti.m. N, .^.Kr t^F r ++l +Nr,. +A� ..e._:aY••.; r..,.,. Staff Report to the BAR L98 -0025 Page 7 loading dock in the front and freezer /cold storage area in the rear. The proposed addition will be corrugated metal of a similar color and will be 10 1/2 feet higher than the existing building. The addition will not run the entire length of the existing building. Except for the top 10 1/2 feet, the majority of the addition will be screened from view on Andover Park East by the existing building. As the addition is to be cold storage /freezer area, no windows or doors are proposed except for a fire exit on the east wall. All other access to the new freezer is from the existing freezer space. The condensers for the new addition will be located on the north side of the building next to the existing condenser units. The condensers will be screened from view from Andover Park East by the existing landscaping as well as from Saxon Drive by the building addition. Two different condensing units are being considered for use. Attachment E illustrates the appearance of both models under consideration. Lighting will be provided by wall mounted exterior lighting. S. Miscellaneous structures and Street Furniture. A. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape; B. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. Response: Not applicable. CONCLUSIONS 1. Relationship of Structure to Site: The proposed addition of 3,920 square feet of cold storage to an existing 9,950 square foot building will be compatible with the existing structure and the surrounding uses. The scale of the addition, which will be 10 1/2 feet higher than the existing building, will not be out of character with the existing building. 2. Relationship of Structure and Site to Adjoining Area: The site is located in an area characterized by light industrial uses, warehouse uses with a few retail shops and professional offices in the vicinity of the meat storage facility. Pedestrian circulation on site will not be affected by the expansion of the cold storage facility. An unpaved parking area currently c:karol \petachlbtafrpt fr rk Staff Report to the BAR L98 -0025 Page 8 used by employees from surrounding businesses will be reduced to construct the addition. The remaining parking area will be paved and striped for z Q� parking. There are 12 parking stalls on the site currently; 11 are required F z with the addition of the 3,920 square feet of cold storage. r w JU 3. Landscape and Site Treatment: U co o co ni the south side W H Additional landscaping will be installed along the remainder of � co w of the site and along the perimeter of the new addition, to help screen the w O building and improve the overall appearance of the site. A mixture of 2 evergreen and deciduous vegetation will be used to soften the mass of the u. j new building and provide visual relief during all seasons of the year. N d =w F- _ 4. Building Design: z 1... zF— The architectural style of the addition is utilitarian and compatible with the ww existing building and its function. The majority of the addition will be v o screened from view from Andover Park East by the existing building. As o !— Saxon Drive functions as a public street, given the access it provides to w w Costco and Home Depot, the public's view of the addition will be softened I- LL — O both by the setback of 45 feet from Saxon Drive and by the landscaping. z tii U =. The mechanical equipment to serve the new freezer area will be placed on the I h- north side of the addition, screened from view from both the public and the z private street. Existing landscaping on the north side of the site is fairly mature and will also screen the mechanical units. Exterior lighting will be mounted on the wall of the new addition. RECOMMENDATION The staff recommends approval of the design of the building addition and the landscaping plan for the site with the following condition: 1. A bond shall be posted to ensure that the landscaping becomes established and survives for one year after it is installed. c:karol \peuchtWaIrpt CITY Ot _ UKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DESIGN REVIEW (P-DR) ' FOR STAFF USE ONLY Planner" i r n3 l K' < ,_ �. ; File Number_ 1.`" -5 .... , ;Receipt Number ' Pro ectFle # . _ t SEPA Fe# ..;': ;.;.;:::; r::�u�tr , =a;.�:: r. 4F3 "' :'Application :.Complete :.(Date. � � • �) .:Shoreline #:: - � - • � .'"Applfcation:incomplete .(Date. •' PROJECT. BACKGROUND A. NAME OF PROJECT /DEVELOPMENT: / _7-S / •12LJr7 24 B. LOCATION OF PROJECT /DEVELOPMENT: (give street address or, if vacant, indicate lot(s), block and subdivision; or tax lot number, access street, and nearest intersection; if proposal applies to several properties, list the streets bounding the area.) T'v/ t /d ? Quarter :S /6 Section: -1-6 Township—" Range: ,/,e. (This information may be found on your tax statement) C. CONTACT: (Primary contact regarding the application, and to whom all notices and reports shall be sent) J NAME: - r7 ) , mod Z-d- -L )ti -7 ,J % ADDRESS: 3 2252 �S!> v7f� "4:5-90 ���� 1•.�1_ � -,U` !�/ / 0 -/ PHONE: y gZ 7 4 ._ L� !- SIGNATURE: DATE: Y'45 obi' z�" s?l; t�': r','' t^ pS ?'Fy'."+yx:!q.�.- t;s:•.tr„ ^e�, "..ti:.t;.,:ig, " ; °• ,!.t�,F RECEIVED CITY OF TUKWILA 1 �^ yet PERMIT CENTER ATTACHMENT A D. PROPERTY OWNER DECLARATION The undersigned makes the following statements based upon personal knowledge: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the application are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. I understand that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of perjury under the laws of the State of Washington and the United States of America that the foregoing statement is true and correct. EXECUTED at 771/r,12-2-7.9 (city), G,/A2S, .5✓t /r (state), on , 199g /,J/ LUG( k.s c • (Print Name) // AA k (Pt. - � T (Address) c14 � .7 5- - /Slcltl (Phone mb.er) (Signature) RECEIVED CITY OF TUKW'! PERMIT CENTEi4 Use additional sheets as needed for all property owner signatures. ir- '•�i- '.a WL Y , 2 ERATION :'••e lr. 4.. 3807 South Road • Mukilteo, WA 98275 r ":LV.r;f•N{�it•!:w,."�GY r'11+��! ail.•;' -. Cp•r.: • '�'•'�' ..• ., ' 4/3/03 TO: Tukwila Board of Architectural Review S UDJECT: Petschl's Quality Meats Freezer Addition. Tel: 206-742-7742 • Fax: 206-742-0368 RECEIVED CITY OF TUKWILA AFB; 1 0 1998 PERMIT CENTER The Freezer Project Addition proposes a 3,920 square -foot pre- fabricated steel building on the east side of the existing Petschl's Meats building. The new pre- fabricated steel building, (with dimensions of 56' -0" x 70' -0" x 27' -6" eave height), will be mostly hidden from view from Andover Park East by the existing building, with a set back of approximately 45' -0" from Saxon Drive on the south. The color of the corrugated metal siding will be unobtrusive, low glare, and will attempt to blend in with the color of the existing building. The new freezer building will not change the building use, vehicular circulation, or loading patterns that currently exist. The only entrance /exit (except for one fire exit on the east wall) from the new freezer will be into the existing freezer through the east wall of the existing building. All product will distribute from the currently used loading dock on the west side of the existing building. The mechanical refrigeration equipment will sit on ground level at the north end of the new building. The refrigeration equipment will be hidden from view from all public streets by the existing building and the new freezer building. Exterior lighting will be installed to provide nighttime security illumination. In summary, the Petschl's Quality Meats Freezer Addition is relatively small in scope and is well hidden from the public street. The addition does not change existing uses, parking, traffic circulation or existing loading patterns. We appreciate your prompt consideration of this project. x .S�Ghi�:rcz�iti:.'r�:v* tun{ �ls`• l•to1fr: a�5' s2;< s ;' >.i�`c;,•;;���, +v',• ?ai�'�,., Thank you, John Rowley Rowley Refrigeration ATTACHMENT B 2�r.! na��tiKCd'J�tS'YS?k { ?.nM_(,'•`Tr ?ski'! �zYiwr�v,��:w�i� OWLEY EFRIGERATION 5/21/98 TO: Tukwila Board of Architectural Review SUBJECT: Petschl's Quality Meats Freezer Addition 3807 South Road • Mukilteo, WA 98275 Tel: 206- 742 -7742 • Fax: 206- 742 -0368 The condensing units located at the north end of the new freezer addition are factory- assembled package units with rigid galvanized steel bases and galvanized steel cabinets. Either (2) single condensing units or (1) dual condensing unit will be used (see enclosed pictures). The brand may change, but the appearance is typical for different brands. The new freezer addition and existing buildings form a sound- and sight - barrier to the public street from the condensing units. The sound generated by the condensing units will not be noticeable above the traffic noise at the public streets because of the distance from the condensing units to the public streets and by the barrier that the buildings provide. John Rowley Rowley Refrigeration RECEIVED CITY OF TUKWILA MAY 2 2 1998 PERMIT CENTER z w re -I C.) 00 Cl W w J E-- U) w0 2 u.j w d w z� Zo w • w 0 o - oI- w w I-- � o uiz O - I= o~ z 3 IN WH3Y_lY •v3 •v1IMNnl S1V311 SlHO513d _ _ N 1 ■ 1v83N30 'nun ___ STRUCTURAL NOTES !Icy. , gu > 'fig w,2 "t; R - Re i5`� O Dagr,1� Dh.,pv as =L M aj� a _- C7bnb 4 := 3 Ya_` 3 Ddk y Cr _d;�fr�`. fib$ 8 r a3 a i !i a:a _ ° g .v: vyYr 51 t�° : °cs jii!li J S; �: R :iiii°gL RLgg `a �v Y I a63 3,a; t t� r g '� rr r I E 1Q fist e 1- iii Y 11111 r I4 a EXISIING BUILDING S.13 ISV3 NaVd 04OONV 3. PROPOSED FREEZER BUILDIIIG EXISTING BUILDING A Y. 0 .g U o 0 N 0 0 N 0 cc 0 5 CI IN 3WH31�LIt1 •vM •v11Mif11 S1v3W S1HOS13d �.._ v v v, a J Of n c mu., Of�t'O r_ SNOIlvA313 Sf LARKIN LARGE CONDENSING UNITS MODEL LDV 12 TO 40 HP LDV -95 (6/95) ATTACHMENT E OPTION A •;: j��'t+ °�`�te..�wtY;r�•i�I:E`,} �k�aW;t;�` "42f �4.�rL ?T�:;i.�'�� Mk rya' ` `1 ,i `''� ' LDV -95 (6/95) ATTACHMENT E OPTION A •;: j��'t+ °�`�te..�wtY;r�•i�I:E`,} �k�aW;t;�` "42f �4.�rL ?T�:;i.�'�� LARKIN DUAL COMPRESSOR OUTDOOR CONDENSING UNIT TYPE LDD 24to8OHP ■11m111 ■ 11111111111.111111111111M1 1.40":-.. --- .1St% '-11:1:111!! ■■•■ NMI ME ION Ell MR MR MAI= r441.PAPOtir4COVORA4 '4404.1 LDD -95 (12/95) ATTACHMENT E OPTION B • i''" 4�e...i�w'.'�.:i� + %:z?»'F, /;T1s K.G�i:gri�•ie. S�. '�;,..Y i`a: .'k� _ ..•c��i.�Y4x Y•K�14 ezr+;. 1N3WH3Vl1V r cO;Qi w .il„, w tkI: Q Q Za (t) 0 ID 3 -7 S. 4) io Ab ti -4 L . R .r.a.a. t.M"Sh1zi4r'iI P • V J z 4 g 6 i r ▪ z▪ k- July 6, 1998 City of Tukwila Department of Community Development John Rowley 3807 South Road Mukilteo, WA 98275 Dear Mr. Rowley: SUBIECT: LETTER Of INCOMPLETE APPLICATION Development Permit Application Number D98 -0226 Petschl's Quality M atc John W Rants, Mayor Steve Lancaster, Director 1150 Andover Park East This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 29, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Planning Department must be met. Public Works Department: Contact Carol Lumb, Associate Planner at (206)431 -3661, if you have any questions regarding the attached comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3671. Sincerely, 41iL [C14 Brenda Holt Permit Technician File: D98 -0226 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 *al * P. wouiffoi. .1; iF,3_,yl ' ",;W` {s. t.t; thmm CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DATE: PROJECT NAME: PROJECT ADDRESS: CONTACT PERSON: PLAN CHECK/PERMIT NUMBER: 0't8 071.&.' n REVISION SUMMARY: PHONE: ,.ee51t/dI44/ L '''�� �'��� -t/ /'".A / l -e z 7? 4`% .1) t,.‘,‘,‹ SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: RECEIVED CITY OF TUKWILA S E P 1 5 1998 PERMIT C �nTc1 V1ra (.b1 3/19/96 it'e'gN�,k?`,3!ffaa,*.t�r1.+yfio Permit amid • Copy PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D98 -0226 DATE: 9 -15 -98 PROJECT NAME: PETSCHL'S QUALITY MEATS Original Plan Submittal xx Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buln Division �( 0 -Teo P blic Works Fire Prevent'on AV/ q- -q Str to al PI nniinng Division I0-Z0-'J8 ermit Coordinator ar DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete a Comments: Incomplete DUE DATE: 9 -22 -98 Not Applicable a TUES /THURS ROUTING: Please Route a No further Review Required Routed by Staff a (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: a DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions DUE DATE: 10 -20 -98 Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved a Approved with Conditions n DUE DATE: Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 ,�.� •,��T .f..,r n�jr.� tW: S�:,., ct,.: �ht'_ x;, �' is� ,`r,_....w.�:�;'�'~:,.:3�'���i .. ,,.,.`'n''3'�::��� .p.. �, ,. �:�� City of Tukwila Department of Public Works NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UTILITY PERMITS All Public Works utility permits have a standard requirement listed on the first sheet: "THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL (206) 433 - 0179." John W Rants, Mayor Ross A. Eamst, P. E., Director ■ This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit conditions and City standards. In situations where required notification has not been given to the City Inspector, the developer is proceeding at their own risk and may be required to remove and replace non - conforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITIES INSPECTOR, GREG VILLANUEVA, WHO CAN BE REACHED AT (206) 433 -0179. Your cooperation in this matter is required and appreciated. C_ ._a. _,.., in . a _ . rrs^Ol.nnar,;/ LA,52 �•'YTSiv+��� Y: l?f?�cA.Mt:?;jt�^�:it;1 0-115 DRAINAGE S'1'I(U(:"I't!l(ES, (•(II,VF•R'I4. AND C'ONI1ll1'1'S 9- 05.4(31 Protective Treatment Steel pipe anti cuit'etts shall he coaled by one of tine following protective tiealmcnts, %viten such IrcaUucnl is sperilletI: Treatment 1 -•-• Coated uniformly inside and out with asphalt. Treatment 2 - -. (.'haled nniloonly inside and tint 5th asphalt and with an asphalt paved invert. '1'IC'alntenl 3 -- ('Doted inside :ntd not redo Iihets embedded ill tine speller coating and then coveted on both sides with asphalt. 'I'rcntntem ,I -..• ('oared: as it; 'I'm:awent 3 and r.ith an asphalt paved invctt. '1 teatntcnt 5 Coated inside and out kith asphalt and a 100 percent periphery inside spun asphalt lining. Tie:10mcnl (, ('hated as in'I'te:trtncn! 3 and with a Inn percent pet inside spun asphalt lining. '1-05.4(4) Asphalt Coatings and I'aveti lnverls i \sphalt for asphalt coatings and paved inverts shall meet the Icgnitentenls of Ai \SI IT( 1 h1 1 '10,Sec•tion4•Thecoatingslot'It eat naews I, 2, am! 5 shall beuttifhrtn,inside mid out, and applied in ;went ;lance with the following tcquitcntents: The metal shall he free liana grease. dit1. dust, ttmistttte, or other deleterious contantinanls, Hither pi mess dcsct'bed below may he used tot application. I. • 1'ipc Not fi cheated. The Iempetatnre (tithe asphalt al the time of pipe intntctsinn shall he 400 I' 1plus or minus 3 dcgtecs), and the duration of the immersion shall L1;1161011 to the following schedule: TIlicicness in Inches 1\lininnnn Immersion Steel Alliminnnt 'fine- 1\1inute.s 0.061 0,070 (1,I09 0.138 (1.1('11 (1.060 (1.075 0.105 (1.135 0.161 3.() 5.1) (,.5 8.0 2. Pipe, Pi eheatt:d. The asphalt shall have n tcntpetatun: of 3801' (plus or minus 3 degrees). and the pipe shill he hrt;aagltl In a temperature hf 3011 to 350 Phefore immersion. Paved inverts for 'l trattaa•nls 2 and 4 shall consist of bituminous malai:tl applied in such a ornuu•t that one of none smooth pavements will he fntmed in the invert Oiling the chain! :thous lot al least .10 petccttl oI the c•itcuntfetcnt•c,'I'hc pavement shall have a minimum thickness of t,: inch above the ctesl of the cotnll ::tlinm except Miele the upper edges intercept the c•ortagation. The pat etnents shall he applied follnv. iog the coaling with asphalt or Iibet bonding. Treatment 5 may he snhstitulcd I'ot 'Treatment 2, and 'I tctttnent 6 for 'I'temment'( al tite t,ption''1 the ('nnlraclnt. I'rrg,'e 9 -42 DR,INA(: 9- 05,1(53 9- 05.416) i \spha1 Section A by complete; The inlet iot shall he free the lilting tt i equal In the maintained! The (hit in excess of In the c inlet lot nom allotvahlc. 9- 05,1(7) ( C :onhlit fabt icalcd oI thinner Man I3:tnds shall I. he coated w manufacture; Cot I up. i connected. A 307 and sl requited for c' corrugated h: be welded at «•clds shall d • Bands s rcquitemenIs . (Tor shall be •I yl an existi.. mews n. Ihicknes: .I.t, l inch ht• I Rubber 1, 01.•113). Type P: I (Gaskets 9- 05.1(1(1). • $o 14,,1% SF C104, SCORE JOINTS e HANDFORM ALONG RADIUS FOR SMOOTH TRANSITION EXPASION JOINT TD (PREMOLDED TYP.) 4z-41.1, E'kpQ + . �OlNT A EXPANSION JOINT ELIMINATE IF GUTTER 6 APRON ARE POURED MONOLITHIC a!k gsE'pAR pp 4,04, y&oI ee R 1 2' Min. or more a. directed. Top of Curb at Driveway 5Z 3/4 a 5/8' CRUSHED ROCK SECTION A -A 111:21E% Driveway (Max. Reconended Grade Is 15%) 18' CURB DETAIL 1. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS FOR INSPECTION. 2. CONCRETE SHALL BE CLASS B OR BETTER THAN 5 1/2 SACK, 3000 PSI. 3. AU. DRIVEWAY APRONS SHALL BE A MIN. 6' THICK. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA/WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 5. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE TO THE NEXT EXPANSION JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH EXPANSION JOINT. 6. DRIVEWAYS WITH HIGH VOLUME (AS NOTED BY CITY ENGINEER) MAY BE APPROVED FOR INTERSECTION TYPE ACCESS. 7. TURNING RESTRICTIONS MAY BE APPLIED BY THE CITY ENGINEER. " • City of Tukwila COMMERCIAL DRIVEWAY Not to scale. DATE: 11/15/96 RS -9 • AU. MSTAIBPJEIVOW.I-11.1V11 Certificate of Design THIS CERTIFICATE IS TO CONFIRM THAT ALL COMPONENTS OF THE STEEL BUILDING SYSTEM DESCRIBED BELOW, TO BE SUPPLIED BY HCI STEEL BUILDING SYSTEMS, INC. HAVE BEEN OR WILL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING STANDARDS TO CARRY THE LOADS AND DESIGN CRITERIA AS SPECIFIED IN THE ORDER DOCUMENTS. 1. DESCRIPTION: HCI Job No.: 1399 Project Name: FREEZER ENCLOSURE Customer's Narne: ROWLEY REFRIGERATION Building Type and Size: 56'Wx70'Lx27' -6'H RIGID FRAME 1:12 ROOF SLOPE Site Location: TUKWILA, WASHINGTON 2. DESIGN STANDARDS: AISC Manual of Steel Construction: 9th edition. AISI Cold Formed Steel Design Manual: 1986 edition. AWS D1.1 Structural Welding Code- Steel: 1994 edition. D1.3 Structural Welding Code -Sheet Steel: 1994 edition. MBMA "Low Rise Building Systems Manual": 1986 edition. ASTM " Standards in Building Codes ": 1995 edition. 3. LOADS: Applicable Building Code(s): 1994 UBC (a) Dead Load- Actual Material Weight (b) Roof Live Load - 25 psf Frames & Purlins (c) Collateral Load- 8 psf (d) Wind Load - Wind Speed 80 MPH @ Exposure B (Enclosed structure) (e) Seismic Load- Seismic Zone 3 4. CERTIFICATION BY ENGINEER: I, H. David Jeter, a licensed Engineer in the State of Washington, certify that I have reviewed the design criteria for the Steel Building System described above and I assure all components have been or will be designed to meet these criteria as specified in the "ORDER DOCUMENTS. EXPIRES 07127/ �1 Signature iC3�i ai dt�At t tat ish;:N rAie 44.V Date —3o --j CITRECEIVED KWILA JUN 2. 9 1998 PERMIT CENTER PRi•o44 1)'?8ozac. 44 .rra,a.. :.;*i-.nr x;..,. `; i.��, -: p,i.r�.., >.�,.r`✓:Jr: .?.v...r,x {��.+: ;Nudr.�.;!� it PROJECT: JOB NO: CUSTOMER: PROJECT LOCATION: TABLE OF CONTENT FREEZER ENCLOSURE 1399 ROWLEY REFRIGERATION TUKWILA, WASHINGTON ITEM DESCRIPTION 1 DesCalc.Out—Design Loads & Reaction Summary 2 ANCHOR BOLT PLAN 3 FRAME REACTIONS 4 ROOF FRAMING PLAN 5 RoofDes.Out—Analysis & Design of Roof System 6 SIDEWALL FRAMING 7 SwDes- F:Out -- Analysis & Design of Front Sidewall Framing 8 ENDWALL FRAMING 9 EwDes - L.Out -- Analysis & Design of Left Endwall Framing 10 RIGID FRAME CROSS SECTION: GRID LN 2 3 11 RfDes- 1.Out -- Analysis & Design Rigid Frame: LN 2 3 1399TBL.xls ta. Nf s�:S,.3sAt1i y�l:��,l Qt, .,�,L�t�u.m i'w.,.Z. raL i +Y,e'i�.cC GS,.,+ +. ire' ksL' krotid! i5;: d2SInJ ,faliki'ah'�`�h'Y- 'iiiS't.�l1ii `'i&.�bYdbd'$.4+:t++ Pages 1 -7 PEB- PEB- PEB- 1-14 PEB- 1-3 PEB- 1-9 PEB- 1-8 EXPIRES 07/27/ '}'1144k -, ' did 1/30/98 1/29/98 DesCalc.Out Page: 1 HCI STEEL BUILDING SYSTEM 18520 67TH AVE. N.E. ARLINGTON, WA 98223 STRUCTURAL DESIGN CALCULATIONS FOR ROWLEY REFRIGERATION 3807 SOUTH ROAD MUKILTEO, WASHINGTON 9827 FREEZER ENCLOSURE TUKWILA, WASHINGTON 1399 1 EXPIRES 07/27/ 't9 BUILDING DATA Width (ft) = 56.0 Length (ft) = 70.0 Eave Height (ft) = 27.5/ 27.5 Roof Slope (rise /12 ) = 1.00/ 1.00 Dead Load (psf ) = 1.5 Live Load (psf ) = 25.0 Collat. Load (psf ) = 8.0 Snow Load (psf ) = 25.0 Wind Speed(mph ) = 80.0 Wind Code =UBC 94 Closure =C Exposure =B Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Zone =3 Designer = HDJ 1/29/98 1/29/98 DesCalc.Out Page: 2 .399 Design Loads For Each Building Component 1/29/98 11:47am ?RONT SIDEWALL: LOADING .Wind Wind Press Suct 11.0 -11.0 .. Girt /Header 14.7 -14.7 .. Panel 11.0 -11.0 .. Jamb ;3ACK SIDEWALL: LOADING Wind Wind Press Suct 11.0 -11.0 .. Girt /Header 14.7 -14.7 .. Panel 11.0 -11.0 .. Jamb DEFT ENDWALL: BASIC LOADS: Dead Live Basic Wind_Load Load Load Wind Ratio 1.5 25.0 12.3 1.00 WIND PRESSURE /SUCTION: Wind Wind Press Suct 11.0 -11.0 11.0 -11.0 11.0 -11.0 14.7 -14.7 .. Column .. Girt /Header .. Jamb .. Panel WIND COEFFICIENTS: Surf Rafter_Wind 1 Id Left Right 1 .00 .00 2 -1.50 -1.50 3 -1.50 -1.50 4 .00 .00 Rafter_Wind_2 Left Right . 00 .00 .00 .00 . 00 .00 .00 .00 Bracing Wind Long Left Right Press .80 -.50 .00 -.70 -.70 -.70 -.70 -.70 -.70 -.50 .80 .00 COLUMN & BRACING DESIGN LOADS: No. Load Brace_Wind Load Id Dead Collat Live Left Right 4 1 1.00 1.00 1.00 .00 .00 2 1.00 .00 .50 1.00 .00 3 1.00 .00 .50 .00 1.00 4 1.00 .00 .00 .00 .00 Surface Friction .00 .00 . 00 . 00 Column_Wind 1 Aux Press Suct Id . 00 .00 0 . 00 1.00 0 . 00 1.00 0 1.00 .00 0 �.aC «614444 'r, 1/29/98 DesCalc.Out , RAFTER DESIGN LOADS: No. Load Rafter_ Wind 1 Rafter Wind 2 Aux Load Id Dead Collat Live Left Right Left Right I Id 5 1 1.00 1.00 1.00 .00 .00 .00 .00 0 2 1.00 .00 .00 1.00 .00 .00 .00 0 3 1.00 .00 .00 .00 1.00 .00 .00 0 4 1.00 .00 .00 .00 .00 1.00 .00 0 5 1.00 .00 .00 .00 .00 .00 1.00 0 RIGHT ENDWALL: BASIC LOADS: Dead Live Basic Wind_Load Load Load Wind Ratio 1.5 25.0 12'.3 1.00 WIND PRESSURE /SUCTION: Wind Wind Press Suct 11.0 -11.0 .. Column 11.0 -11.0 .. Girt /Header 11.0 -11.0 .. Jamb 14.7 -14.7 .. Panel WIND COEFFICIENTS: Surf Rafter_Wind 1 Rafter_Wind 2 Id Left Right Left Right 1 .00 .00 .00 .00 2 -1.50 -1.50 .00 .00 3 -1.50 -1.50 .00 .00 4 .00 .00 .00 .00 COLUMN & BRACING DESIGN LOADS: No. Load Load Id Dead Collat Live 4 1 1.00 1.00 1.00 2 1.00 .00 .50 3 1.00 .00 .50 4 1.00 .00 .00 Bracing_Wind Left Right .80 -.50 -.70 -.70 -.70 -.70 -.50 .80 Brace_Wind Left Right .00 .00 1.00 .00 .00 1.00 .00 .00 Long Press . 00 -.70 -.70 . 00 Page: 3 Surface Friction .00 . 00 . 00 .00 Column_Wind I Aux Press Suct Id . 00 .00 0 . 00 1.00 0 . 00 1.00 0 1.00 .00 0 RAFTER DESIGN LOADS: No. Load Rafter_Wind i Rafter_Wind_2 1 Aux Load Id Dead Collat Live Left Right Left Right Id 5 1 1.00 1.00 1.00 .00 .00 .00 .00 0 2 1.00 .00 .00 1.00 .00 .00 .00 0 3 1.00 .00 .00 .00 1.00 .00 .00 0 4 1.00 .00 .00 .00 .00 1.00 .00 0 5 1.00 .00 .00 .00 .00 .00 1.00 0 ROOFDES: BASIC LOADS: Dead Live Snow Collateral Basic Wind Load Surface 1/29/98 DesCalc.Out Page: 4 Load Load Load Load Wind 1.5 25.0 25.0 8.0 12.3 WIND PRESSURE /SUCTION: Wind Wind Wind Press Suct Suct R O .0 -12.3 O .0 -34.4 9.8 -6.1 -8.6 PURLIN DESIGN LOADS: Surf No._Des Load Id Loads Id 2 2 1 2 3 2 1 2" Purlins .. Panels .. Bracing Ratio 1.00 Friction .00 Wind Wind • Aux Dead Collat Live Press Suct Id 1.00 1.00 1.00 .00 .00 0 1.00 .00 .00 .00 1.00 0 1.00 1.00 1.00 .00 .00 0 1.00 .00 .00 .00 1.00 0 BRACING DESIGN LOADS: Surf No._Des Load Wind Wind Id Loads Id Dead Collat Live Press Suct 2 3 1 1.00 .00 .00 1.00 1.00 2 1.00 .00 .50 1.00 1.00 3 1.00 1.00 1.00 .50 .50 3 3 1 1.00 .00 .00 1.00 1.00 2 1.00 .00 .50 1.00 1.00 3 1.00 1.00 1.00 .50 .50 RIGID FRAME #1: BASIC LOADS: Dead 1.5 Basic Live Snow Collateral Wind 25.0 25.0 8.0 12.3 WIND COEFFICIENTS: Surf - -Wind 1 - -- Id Left Right 1 .80 -.50 2 -.70 -.70 3 -.70 -.70 4 -.50 .80 DESIGN LOADS: Aux Id 0 0 0 0 0 0 Defl Seis Weak_Axis_React Ratio Load L Col R_Col 1.00 1.1 0.0 0.0 -- Wind_2 - -- Surface Left Right Friction .80 -.50 .00 -.70 -.70 .00 -.70 -.70 .00 -.50 .80 .00 No._Des Load Loads Id Dead Collat Live 19 1 1.00 1.00 1.00 2 1.00 .00 .00 3 1.00 4 1.00 5 1.00 6 1.00 7 1.00 8 1.00 9 1.00 10 1.00 11 1.00 . 00 .00 1.00 1.00 1.00 1.00 . 00 .50 . 00 .50 . 00 .00 . 00 .00 1.00 1.00 1.00 1.00 Load Coefficients Live -- -Wind 1 -- -- -Wind 2 Right Left Right Left Right . 00 .00 .00 .00 .00 .00 1.00 .00 .00 .00 . 00 .00 1.00 .00 .00 .00 .50 .00 .00 .00 . 00 .00 .50 .00 .00 .00 1.00 .00 .00 .00 . 00 .00 1.00 .00 .00 .00 .00 .00 1.00 .00 .00 .00 .00 .00 1.00 .00 .00 .00 .50 .00 .00 .00 .00 .00 .50 Aux Seis Id . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 «Lc VIVAMI+013 vow `j r 1/29/98 DesCalc.Out Page: 5 12 1.00 .00 .50 .00 .00 .00 1.00 .00 .00 0 13 1.00 .00 .50 .00 .00 .00 .00 1.00 .00 0 14 1.00 1.00 .00 .00 .00 .00 .00 .00 1.00 0 15 1.00 1.00 .00 .00 .00 .00 .00 .00 -1.00 0 16 .00 .00 .00 .00 .00 .00 .00 .00 1.00 0 17 .00 .00 .00 .00 .00 .00 .00 .00 -1.00 0 18 1.00 1.00 1.00 -.50 .00 .00 .00 .00 .00 0 19 1.00 1.00 .50 .50 .00 .00 .00 .00 .00 0 1/29/98 DesCalc.Out Page: 6 1399 Reactions, Anchor Bolts, & Base Plates 1/29/98 11:47am - - -- Foundation Loads (k) - - -- Frame Col Max Pos Val Max Neg Val Anc. Bolt Base Plate Id Id Id Horiz Vert Id Horiz Vert No. Diam Width Len Thick 1 A 7 0.00 -0.29 2 0.750 8.00. 8.28 0.500 3 0.00 3.30 7 0.00 -0.29 1 B 8 2.82 1.91 7 -2.82 -1.17 2 0.750 8.00 8.51 0.500 3 0.00 9.08 9 2.82 -1.61 1 C 8 2.82 -1.61 7 -2.82 -1.17 2 0.750 8.00 8.51 0.500 3 0.00 9.08 8 2.82 -1.61 1 D 7 0:00 -0.29 2 0.750 8.00 8.28 0.500 3 0.00 3.30 7 0.00 -0.29 4 D 7 .0.00 -0.29 2 0.750 8.00 8.28 0.500 3 0.00 3.30 7 0.00 -0.29 4 C 8 2.82 1.91 7 -2.82 -1.17 2 0.750 8.00 8.51 0.500 3 0.00 9.08 9 2.82 -1.61 4 B 8 2.82 -1.61 7 -2.82 -1.17 2 0.750 8.00 8.51 0.500 3 0.00 9.08 8 2.82 -1.61 4 A 7 0.00 -0.29 2 0.750 8.00 8.28 0.500 3 0.00 3.30 7 0.00 -0.29 2* A 1 5.20 8.92 2 -6.08 -4.37 2 0.875 10.00 8.75 0.500 3 2.98 25.39 4 -6.08 -4.37 2* D 5 6.08 -4.37 6 -5.20 8.92 2 0.875 10.00 8.75 0.500 3 -2.98 25.39 5 6.08 -4.37 2* Frame Lines : 2 3 Load Load Id Combination 1 DL +LL /2 +WR2 2 DL +WL1 3 DL +CO +LL 4 DL +WL2 5 DL +WR2 6 DL +LL /2 +WL2 7 DL +WP 8 DL +LL /2 +WR1 +WS 9 DL +LL /2 +WL1 +WS BRACING /PANEL SHEAR REACTIONS: With Bracing(k ) No Bracing(lb /ft) 1/29/98 Wall Col Id Id 1 B 2 2, 3 3 C 4 3, 2 Horz Vert React React 2.61 3.52 8.06 8.86 2.61 3.52 8.06 8.86 DesCalc.Out M- Page: 7 Load At Base Angle 1399 Additional Reactions Report Frame Col Id Id 2* A 2* D 1/29/98 11:47am •Rigid Frame Column Reactions --- Dead - -- Horiz Vert 0.24 3.81 -0.24 3.81 Collateral Horiz Vert 0.67 5.24 - 0.67 5.24 --- Live - -- Horiz Vert 2.07 16.33 -2.07 16.33 - -Live R -- Horiz Vert 1.04 4.06 - 1.04 12.27 - Wind_L1 -- Horiz Vert -6.32 -8.18 -3.92 -3.05 Frame Id Col -Wind R1 -- Id Horiz Vert 2* A 2* D 3.92 -3.05 6.32 -8.18 - Wind_L2 -- Horiz Vert -6.32 -8.18 - 3.92 -3.05 -Wind R2-- Horiz Vert 3.92 -3.05 6.32 -8.18 Seismic _L- Horiz Vert - 1.10 -1.04 -1.10 1.04 Seismic _R- Horiz Vert 1.10 1.04 1.10 -1.04 2* Frame Lines : 2 3 Endwall Column Reactions Frame Col Dead Collat Live Id Id Vert Vert Vert - Out_Of_Plane- --Wind_L--- -- Wind_R - -- Wind_P Wind_S Horz Vert Horz Vert Horz Horz 1 A 0.46 0.69 2.15 0.00 -0.75 0.00 -0.75 0.00 0.00 1 B 0.94 1.98 6.16 0.00 -5.63 0.00 1.41 -2.82 2.82 1 C 0.94 1.98 6.16 0.00 1.41 0.00 -5.63 -2.82 2.82 1 D 0.46 0.69 2.15 0.00 -0.75 0.00 -0.75 0.00 0.00 4 D 0.46 0.69 2.15 0.00 -0.75 0.00 -0.75 0.00 0.00 4 C 0.94 1.98 6.16 0.00 -5.63 0.00 1.41 -2.82 2.82 4 B 0.94 1.98 6.16 0.00 1.41 0.00 -5.63 -2.82 2.82 4 A 0.46 0.69 2.15 0.00 -0.75 0.00 -0.75 0.00 0.00 Stk rW,': ;�iq ?• '1ti?•��.d}20iaNi1�127'. $� ,s. ra .6 -.91 .0 -A2 .f 4 W szs� °'aNg qgis 0' 1.1 N 0 . 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N■ I. . 1 NN N 2 • Front Ines, ANCHOR BOLT SUMMARY ca w 0 z m Col a+ or 1— N> u E. ,p` � ^ o.. 1. ° ° ° ...Z.1-13.--- U 5 f�j ° NN :¢L3 sb M5 N9 N �S aON63 N �> M r u u .1 r r a Y V 7 rJ ! 7 C CuiUY �C « ^�y� �yp_QV '44 Y1 Y ttLSRJYVJas]M{N }J pir NN∎\ \\ Q.y P.= 0✓ 0 ~ aw.oa �Na gbaFyl OUJ1J ,,J ».J,J,1 J >J �JJJ - L- O U[ 4 >JWOOUJN))W.N V GGCF00000 H a ° g 1- iia°°awlL.m J ..NPIf IfULINW 1 0 w 111 rl r YL z pW� 1N m 0' -I- N. N. IJ ■ III"'I41 1I O 0. a a 6 OC a a a W aC at at ■ lit P' L r N O.t PI N 1 J a t 6 t W 1 dAl COI-v11) 31DNV 3)Ivl1 .o -yea 0 s u a fa J J Pti f= J W W 1— Ht 7 ROOF FRAMING PLAN 'Htw.`,A ,W,ri„ 460t*WA jft.+"1A1U44 : eMf�N.» �Lh' ib�. svW 'N.'�4C�..h`w�Mka'Yi1�'Y!'tt� rit * 1/29/98 RoofDes.Out Page: 1 *1399 Roof Design Input 1/29/98 11:42am * * * < PROGRAM OPERATION > * * * (1) JOB ID : (Max: 60 char) 1399 w * (2)PROGRAM OPTIONS: 2 * Run Run Run * Purlin Panel Brace v 0 w w. J co w wo 2 u. Q I-w z w� w * (5)REPORTS: n a * Input Purlin Purlin Eave Roof Cable 0 N * Echo Design Summary Strut Panel Brace Wu= Y Y N Y Y Y v HP u- 0. w.. U= OF- * (3)DESIGN CONSTANTS: * Steel_Yield Stress_Ratio Lap * Purlin Panel R_Col W_Col Purlin Panel Wind_Frame Stiff 50.0 50.0 36.0 50.0 1.03 1.03 1.03 0.50 * (4)DEFLECTION LIMITS: * Purlin Purlin Panel Panel Wind * Live Wind Live Wind Frame 120.0 90.0 120.0 120.0 80.0 * (6)BUILDING TYPE: * Build L_Expand_EW R_Expand_EW * Type, Use Offset Use Offset FF N 0.00 N 0.00 * * < BUILDING LAYOUT > * * *(7)BUILDING SHAPE: (Max: 10 surfaces) * No. X_Coord Y_Coord * Surf (ft) (ft) 4 0.000 27.500 28.000 29.833 56.000 27.500 56.000 0.000 * (8)WALL BAY SPACING: (Max: 20 bays) * Wall Sets_Of Bay No. * Id Bays Width Bays 1 3 18.000 1 20.000 1 18.000 1 44: 61' "hot'' z 1/29/98 2 1 23.333 3 3 3 18.000 1 20.000 1 18.000 1 * (9)FRAMED OPENINGS: * Wall No. Bay Open * Id Opens Id Width 2 0 4 0 * (10)PARTIAL WALLS: * Wall Set Of -- Bay_Id -- * Id Bays Start End 2 0 4 0 RoofDes.Out Page: 2 Open Open Open Height Offset Type Wall Height * (11)SURFACE EXTENSION /FRAME RECESS: * Surf -- Surf_Ext -- Frame_Recess * Id Left Right Left Right 2 0.000 0.000 0.417 0.417 3 0.000 0.000 0.417 0.417 * < FRAMING DESIGN > :* * * (12) PURLINS: * Surf Purlin OS_Flg IS_Flg * Id Type Brace Brace 2 ZB Y N 3 ZB Y N * (13)PURLIN SPACING: * Surf Peak Max '* Id Space Space 2 1.000 5.100 3 1.000 5.100 Set Depth 0.00 0.00 Set_Lap Max_Unbr Ext Int Length 0.000 0.000 10.000 0.000 0.000 10.000 SetSet_Of - Set_Space- Space Space Space No. 0.000 0 0.000 0 * (14)PURLIN SIZE: * Surf Set No. * Id Purl Purl Purlin Size 2 3 * (15)PANELS: * Panel Panel Standing * Type Gage Seam HR 26.00 * (16)WIND FRAMING SELECTION: * Order Of Selection * Wall Panel Diagonal Wind Wind Weak Axis * Id Shear Bracing Bent Column Bending 2 N Y N N N 4' . .{41.fA."...'. .:'._.. • 1/29/98 RoofDes.Out e Page: 3 4 N y N N N * (17)ROOF CABLE BRACING: (Max: 10 braced bays) * Max_Pan Cable/ Each User_Selected_Roof_Bays * Shear Rod EW No. Bay_Id 0.0 R L 1 2 0 * (18)SIDEWALL CABLE BRACING: (Max: 10 braced bays) * Max_Pan Cable/ Wall User_Selected_SW_Bays * Shear Rod Id. Bay_Id 100.0 R 2 1 2 4 1 2 * (19)WIND BENTS: * Wall -- Member -- * Id Type Depth' 1 W 0.00 2 W 0.00 * (20)WIND COLUMNS: * Wall -- Member -- * Id Type Depth 1 W 0.00 2 W 0.00 * (21)SIDEWALL EAVE * * Wall No_Of * Id Extensions 2 0 4 0 No Of Bays Bay_Id 0 0 No Of Left/ Col Bay_Id Right 0 0 EXTENSION: * (22)BASE ELEVATION: * Sidewalls * Front Back 0.00 0.00 * * < DESIGN LOADS > * * * (23)BASIC LOADS: * Dead Live Snow * Load Load Load 1.5 25.0 25.0 Rafter -- Bay_Id -- Connection Start End Width Loc EW RF Collateral Load 8.0 * (24)WIND PRESSURE /SUCTION: * Wind Wind Wind * Press Suct Suct R 0.0 0.0 0.0 0.0 0.0 0.0 9.8 -12.3 - 34.4 - 34.4 -34.4 0.0 -16.0 -6.1 -8.6 Basic Wind_Load Wind Ratio 12.3 1.00 (psf ) Purlins Surface Left Eave Right Eave Canopies Panels Bracing Friction Coef 0.00 Extension Extension Extension tfib■ ' ci6t ifaa4 jcdd ' Edge Seismic Strip Coef 5.600 0.3090 iWaf. 014 • 'xie 1/29/98 * (25)PURLIN DESIGN LOADS: * Surf No Des Load * Id Loads Id 2 2 1 2 3 2 1 2 Dead 1.00 1.00 1.00 1.00 * (26)BRACING DESIGN LOADS: * Surf No_Des Load * Id Loads Id Dead 2 3 1 1.00 2 1.00 3 1.00 3 3 1 1.00 2 1.00 3 - 1.00 RoofDes.Out Page: 4 (Max: 20 loads/surface) Wind Wind Collat Live Press Suct 1.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 (Max: 20 loads/surface) Wind Wind Collat Live Press Suct 0.00 0.00 1.00 1.00 0.00 0.50 1.00 1.00 1.00 1.00 0.50 0.50 0.00 0.00 1.00 1.00 0.00 0.50 1.00 1.00 1.00 1.00 0.50 0.50 * (27)AUXILARY LOADS: (Max: 20 loads) * No. Aux No. Add Add_Load * Aux Id Combs Id Coef 0 * (28)ADDITIONAL LOADS: (Max: 40 loads) (F- lb /ft, * No. Add Load I Fy Dx * Add Id Type I W1 W2 Dxl Dx2 0 Aux_Load Id Coef 0 0.00 0 0.00 0 0.00 0 0.00 Aux_Load Id Coef 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 W -psf, Dx -ft) - Concentrated - Distributed 1399 Bypass Purlin Design Report 1/29/98 11:42am PURLIN LAYOUT: Bay Span Id Id 1 1 2 2 3 3 4 5 DESIGN RUN # 1 ; SURFACE # 2 (Edge Strip Zone= 5.60) Purlin Size 10x30Z14 10x30Z14 10x30Z14 10x30Z14 10x30Z14 Span (ft) 0.42 22.92 23.33 22.92 0.42 LOAD COMBINATION # 1 : DL +CO +LL Lap Dist (ft) No. Unit Total Left Right Space Rows Weight Weight 4.52 1 1.8 1.8 1.88 4.52 1 106.1 106.1 1.88 1.88 4.52 1 115.9 115.9 1.88 4.52 1 106.1 106.1 4.52 1 1.8 1.8 Total(lb)= 331.7 Purlin DL= 0.17 (psf ) lwi...>!! 4M ;en•i ,1:�.�,.8ti2�i�P 1/29/98 PURLIN ANALYSIS: Span Left Id Sup SHEAR(k ) Left Right Right Lap Lap Sup 1 0.00 2 1.41 3 1.81 1.52 4 2.13 1.84 5 0.06 STRENGTH /DEFLECTION: Span Id -0.06 - 1.84 -2.13 - 1.52 -1.81 -1.41 0.00 SHEAR(k ) Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow RoofDes.Out Page: 5 MOMENT (f - k ) Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup 0.00 0.01 8.27 8.27 0 ..01 0.00 0.00 -6.45 9.13 5.15 -2.27 11.67 4.54 -6.45 13.78 0.00 0.42 4.54 5.15 0.01 8.27 8.27 0.01 0.00. MOMENT (f -k )---- Mom +Shr DEFLECTION (in) 1 RS -0.06 2 RL -1.84 3 LL 1.52 4 LL 1.84 5 LS 0.06 LAP BOLT SHEAR: LAP BOLT Span SHEAR(k ) Id Left Right 2 1.10 3 1.10 1.10 4 1.10 WEB CRIPPLING: End 3.99 0.02 3.99 0.46 3.99 0.38 3.99 0.46 3.99 0.02 RS 0.01 MS 6.45 LL 5.15 MS 6.45 LS 0.01 SHEAR RATIO ( 0.5in A307 ) Left Right 0.56 0.56 0.56 0.56 WEB CRIPPLING RATIO Bearing Width (in) 3 4 5 6 Left 1.31 1.20 1.09 0.98 Right 1.31 1.20 1.09 0.98 LOAD COMBINATION # 2 : DL +WS 7.71 0.00 7.71 0.84 7.71 0.67 7.71 0.84 7.71 0.00 PURLIN ANALYSIS: Span Left Id Sup 1 0.00 SHEAR(k ) Left Right Right Lap Lap Sup RS 0.00 RL 0.47 LL 0.53 LL 0.47 LS 0.00 MOMENT(f -k ) 0.06 -0.88 -0.11 -0.88 0.06 2.29 2.33 2.29 Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup 0.02 0.00 ,:�t. ,.� .; , ...fit 0.00 0.00 0.00 1/29/98 RoofDes.Out Page: 6 2 -0.45 0.58 3 -0.57 -0.48 0.48 4 -0.67 -0.58 5 -0.02 STRENGTH /DEFLECTION: Span Id Loc 1 2 3 4 5 RS RL LL LL LS 0.67 0.57 0.45 0.00 0.00 -2.60 -2.60 0.00 2.03 9.13 -1.62 0.72 11.67 -1.43 2.03 13.78 0.00 0.42 -1.43 -2.60 -1.62 -2.60 0.00 0.00 SHEAR(k ) MOMENT(f -k ) - - -- Mom +Shr DEFLECTION(in) Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 0.02 0.58 - 0.48 - 0.58 - 0.02 LAP BOLT SHEAR: Span Id 2 3 4 LAP BOLT SHEAR(k ) Left Right 0.35 0.35 0.35 0.35 5.32 0.00 5.32 0.11 5.32 0.09 5.32 0.11 5.32 0.00 RS MS LL MS LS SHEAR RATIO ( 0.5in A307 ) Left Right 0.13 0.13 0.13 0.13 0.00 10.28 0.00 RS 0.00 2.03 7.19 0.28 RL 0.03 1.62 10.28 0.16 LL 0.03 2.03 7.19 0.28 LL 0.03 0.00 10.28 0.00 LS 0.00 -0.02 0.33 0.04 0.33 -0.02 3.06 3.11 3.06 1399 Bypass Purlin Design Report 1/29/98,11:42am PURLIN LAYOUT: Bay Span Id Id 1 1 2 2 3 3 4 5 DESIGN RUN # 1 ; SURFACE # 2 Purlin Span Size (ft) 10x30Z14 0.42 10x30Z14 22.92 10x30Z14 23.33 10x30Z14 22.92 10x30Z14 0.42 LOAD COMBINATION # 1 : DL +CO +LL Lap Dist(ft) No. Unit Total Left Right Space Rows Weight Weight 4.52 5 1.8 8.9 1.88 4.52 5 106.1 530.5 1.88 1.88 4.52 5 115.9 579.6 1.88 4.52 5 106.1 530.5 4.52 5 1.8 8.9 Total (lb) = 1658.5 Purlin DL= 0.84 (psf ) 1/29/98 RoofDes.Out - -., Page: 7 PURLIN ANALYSIS: SHEAR(k ) MOMENT (f - k ) Span Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.06 0.00 0.00 0.00 0.01 2 1.41 -1.84 -2.13 0.01 -6.45 9.13 4.54 8.27 3 1.81 1.52 -1.52 -1.81 8.27 5.15 -2.27 11.67 5.15 8.27 4 2.13 1.84 -1.41 8.27 4.54 -6.45 13.78 0.01 5 0.06 0.00 0.01 0.0.0 0.42 0.00 STRENGTH /DEFLECTION: Span SHEAR(k ) MOMENT(f -k ) - - -- Mom +Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow - - -- - -- ----------- - - -- 1 RS -0.06 3.99 0.02 RS 0.01 7.71 0.00 RS 0.00 0.06 2 RL -1.84 3.99 0.46 MS 6.45 7.71 0.84 RL 0.47 -0.88 2.29 3 LL 1.52 3.99 0.38 LL 5.15 7.71 0.67 LL 0.53 -0.11 2.33 4 LL 1.84 3.99 0.46 MS 6.45 7.71 0.84 LL 0.47 -0.88 2.29 5 LS 0.06 3.99 0.02 LS 0.01 7.71 0.00 LS 0.00 0.06 LAP BOLT SHEAR: LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id Left Right Left Right 2 1.10 0.56 3 1.10 1.10 0.56 0.56 4 1.10 0.56 WEB CRIPPLING: End WEB CRIPPLING RATIO Bearing Width (in) 3 4 5 6 Left 1.31 1.20 1.09 0.98 Right 1.31 1.20 1.09 0.98 LOAD COMBINATION # 2 : DL +WS PURLIN ANALYSIS: SHEAR(k ) MOMENT (f - k ) Span Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 0.02 0.00 0.00 0.00 0.00 ,44, '4 4 " .. kiwi . if 1/29/98 -, RoofDes.Out Page: 8 2 -0.45 3 -0.57 -0.48 4 -0.67 -0.58 5 -0.02 STRENGTH /DEFLECTION: Span Id 1 2 3 4 5 0.58 0.48 SHEAR(k ) Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 0.67 0.57 0.45 0.00 0.00 -2.60 -1.62 -2.60 -1.43 0.00 2.03 9.13 -1.43 -2.60 0.72 11.67 -1.62 -2.60 2.03 13.78 0.00 0.00 0.42 0.00 MOMENT(f -k ) - - -- Mom +Shr DEFLECTION(in) RS RL LL LL LS 0.02 5.32 0.00 RS 0.58 5.32 0.11 MS -0.48 5.32 0.09 LL -0.58 5.32 0.11 MS -0.02 5.32 0.00 LS LAP BOLT SHEAR: LAP BOLT Span SHEAR(k ) Id Left Right 2 0.35 3 0.35 0.35 4 0.35 SHEAR RATIO ( 0.5in A307 ) Left Right 0.13 0.13 0.13 0.13 0.00 10.28 0.00 RS 0.00 2.03 7.19 0.28 RL 0.03 1.62 10.28 0.16 LL 0.03 2.03 7.19 0.28 LL 0.03 0.00 10.28 0.00 LS 0.00 - 0.02 0.33 3.06 0.04 3.11 0.33 3.06 - 0.02 1399 Bypass Purlin Design Report 1/29/98 11:42am PURLIN LAYOUT: Bay Span Id Id 1 1 2 2 3 3 4 5 DESIGN RUN # 2 ; SURFACE # 3 Purlin Span Size (ft) 10x30Z14 0.42 10x30Z14 22.92 10x30Z14 23.33 10x30Z14 22.92 10x30Z14 0.42 LOAD COMBINATION # 1 : DL +CO +LL Lap Dist (ft) Left Right No. Unit Space Rows Weight 4.52 1.88 4.52 1.88 1.88 4.52 1.88 4.52 4.52 5 1.8 5 106.1 5 115.9 5 106.1 5 1.8 Total Weight 8.9 530.5 579.6 530.5 8.9 Total(lb)= 1658.5 Purlin DL= 0.84 (psf ) ta:! ;;; t4p, 1Y.' b." wut :` + "ni.�.»�7i:x;t'�ilnil.l�..:« 1/29/98 PURLIN ANALYSIS: Span Left Id Sup 1 0.00 2 1.41 3 1.81 1.52 4 2.13 1.84 5 0.06 SHEAR(k ) Left Right Right Lap Lap Sup STRENGTH /DEFLECTION: Span Id -0.06 -1.84 -2.13 -1.52 -1.81 -1.41 0.00 SHEAR(k ) Loc Calc Allow UC 1 RS -0.06 3.99 0.02 2 RL -1.84 3.99 0.46 3 LL 1.52 3.99 0.38 4 LL 1.84 3.99 0.46 5 LS 0.06 3.99 0.02 LAP BOLT SHEAR: RoofDes.Out Page: 9 MOMENT (f - k ) Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup 0.00 0.01 8.27 8.27 0.01 0.00 -6.45 5.15 -2.27 4.54 -6.45 0.00 0.00 9.13 11.67 13.78 0.42 4.54 5.15 0.01 8.27 8.27 0.01 0.00 MOMENT (f - k )---- Mom +Shr DEFLECTION(in) Loc Calc Allow UC Loc UC Calc Allow RS 0.01 MS 6.45 LL 5.15 MS 6.45 LS 0.01 LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id Left Right Left Right 2 1.10 0.56 3 1.10 1.10 0.56 0.56 4 1.10 0.56 WEB CRIPPLING: End Left Right WEB CRIPPLING RATIO Bearing Width (in) 3 4 5 6 1.31 1.20 1.09 0.98 1.31 1.20 1.09 0.98 LOAD COMBINATION # 2 : DL +WS 7.71 0.00 7.71 0.84 7.71 0.67 7.71 0.84 7.71 0.00 PURLIN ANALYSIS: SHEAR(k ) Span Left Left Right Right Id Sup Lap Lap Sup 1 0.00 =.n'.o12' :. 11*..A'?,'Enrs±3P,t: 0.02 RS 0.00 RL 0.47 LL 0.53 LL 0.47 LS 0.00 0.06 - 0.88 -0.11 - 0.88 0.06 2.29 2.33 2.29 MOMENT (f - k ) Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup 0.00 ;....� ,.,.ay.;;•.� 0.00 0.00 0.00 ' 1/29/98 RoofDes.Out Page: 10 2 -0.45 0.58 0.67 0.00 2.03 9.13 -1.43 -2.60 3 -0.57 -0.48 0.48 0.57 -2.60 -1.62 0.72 11.67 -1.62 -2.60 4 -0.67 -0.58 0.45 -2.60 -1.43 2.03 13.78 0.00 5 -0.02 0.00 0.00 0.00 0.42 0.00 STRENGTH /DEFLECTION: Span SHEAR(k ) MOMENT(f -k ) - - -- Mom +Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS 0.02 5.32 0.00 RS 0.00 10.28 0.00 RS 0.00 -0.02 Q 2 RL 0.58 5.32 0.11 MS 2.03 7.19 0.28 RL 0.03 0.33 3.06 I=- 3 LL -0.48 5.32 0.09 LL 1.62 10.28 0.16 LL 0.03 0.04 3.11 re 2 4 LL -0.58 5.32 0.11 MS 2.03 7.19 0.28 LL 0.03 0.33 3.06 6 v 5 LS -0.02 5.32 0.00 LS 0.00 10.28 0.00 LS 0.00 -0.02 00 N 0 w• w J H CD u_ w0 LAP BOLT SHEAR RATIO .2 Span SHEAR(k ) ( 0.5in A307 ) Id Left Right Left Right D.0 -- -- _ 2 0.35 0.13 z i 3 0.35 0.35 0.13 0.13 4 0.35 0.13 w O w Do 1399 Bypass Purlin Design Report 1/29/98 11:42am 0 ol- WW I- -. u. O DESIGN RUN # 2 ; SURFACE # 3 uiz (Edge Strip Zone= 5.60) LAP BOLT SHEAR: PURLIN LAYOUT: Bay Span Purlin Span Lap Dist(ft) No. Unit Total Id Id Size (ft) Left Right Space Rows Weight Weight 1 10x30Z14 0.42 4.52 1 1.8 1.8 1 2 10x30Z14 22.92 1.88 4.52 1 106.1 106.1 2 3 10x30Z14 23.33 1.88 1.88 4.52 1 115.9 115.9 3 4 10x30Z14 22.92 1.88 4.52 1 106.1 106.1 5 10x30Z14 0.42 4.52 1 1.8 1.8 Total (lb) = 331.7 Purlin DL= 0.17 (psf ) LOAD COMBINATION # 1 : DL +CO +LL r iluw 3 tit }C k of <,il1aotAk4 :WAN :W' : & nt.. ih#7 " <ilf iz4 3� o4n i'. Y.; 1$?"211 t s1Ek k r"s is ; 1/29/98 RoofDes.Out Page: 11 PURLIN ANALYSIS: Span Left Id Sup SHEAR(k ) Left Right Right Lap Lap Sup 1 0.00 2 1.41 3 1.81 1.52 4 2.13 1.84 5 O..06 STRENGTH /DEFLECTION: -0.06 -1.84 -2.13 -1.52 -1.81 -1.41 0.00 Span SHEAR(k ) Id Loc Calc Allow UC - - -- - -- ----------- 1 RS -0.06 3.99 0.02 2 RL -1.84 3.99 0.46 3 LL 1.52 3.99 0.38 4 LL 1.84 3.99 0.46 5 LS 0.06 3.99 0.02 LAP BOLT SHEAR: Span Id 2 3 4 LAP BOLT SHEAR(k ) Left Right Left Sup 0.00 0.01 8.27 8.27 0.01 MOMENT (f - k ) Left Mid -Span Lap Mom Loc 0.00 -6.45 5.15 -2.27 4.54 -6.45 0.00 MOMENT (f - k )---- Loc Calc Allow UC RS 0.01 MS 6.45 LL 5.15 MS 6.45 LS 0.01 SHEAR RATIO ( 0.5in A307 ) Left Right 1.10 0.56 1.10 1.10 0.56 0.56 1.10 0.56 WEB CRIPPLING: End Left Right WEB CRIPPLING RATIO Bearing Width (in) 3 4 5 6 1.31 1.20 1.09 0.98 1.31 1.20 1.09 0.98 LOAD COMBINATION # 2 : DL +WS 7.71 0.00 7.71 0.84 7.71 0.67 7.71 0.84 7.71 0.00 PURLIN ANALYSIS: SHEAR(k ) Span Left Left Right Right Id Sup Lap Lap Sup 1 0.00 .'T;.n :. 7. j7 :1�.{.�a'i• d 732: y:�V ". ^.�. '....Li 8ke 0.00 9.13 11.67 13.78 0.42 Right Right Lap Sup 4.54 5.15 0.01 8.27 8.27 0.01 0.00 Mom +Shr DEFLECTION(in) Loc UC Calc Allow RS 0.00 RL 0.47 LL 0.53 LL 0.47 LS 0.00 MOMENT(f -k ) Left Left Mid -Span Sup Lap Mom Loc 0.02 0.00 0.00 0.00 0.06 -0.88 -0.11 -0.88 0.06 2.29 2.33 2.29 Right Right Lap Sup 0.00 1/29/98 � RoofDes.Out - Page: 12 2 -0.45 3 -0.57 -0.48 4 -0.67 -0.58 5 -0.02 STRENGTH /DEFLECTION: Span Id 1 2 3 4 5 0.58 0.48 SHEAR(k ) Loc Calc Allow 0.67 0.57 0.45 0.00 0.00 -2.60 -1.62 -2.60 -1.43 0.00 2.03 9.13 -1.43 -2.60 0.72 11.67 -1.62 -2.60 2.03 13.78 0.00 0.00 0.42 0.00 MOMENT(f -k ) - - -- Mom +Shr DEFLECTION(in) UC Loc Calc Allow UC Loc UC Calc Allow RS RL LL LL LS 0.02 5.32 0.00 RS 0.58 5.32 0.11 MS - 0.48 5.32 0.09 LL -0.58 5.32 0.11 MS - 0.02 5.32 0.00 LS LAP BOLT SHEAR: LAP BOLT Span SHEAR(k ) Id Left Right 2 0.35 3 0.35 0.35 4 0.35 SHEAR RATIO ( 0.5in A307 ) Left Right 0.13 0.13 0.13 0.13 0.00 10.28 0.00 RS 0.00 2.03 7.19 0.28 RL 0.03 1.62 10.28 0.16 LL 0.03 2.03 7.19 0.28 LL 0.03 0.00 10.28 0.00 LS 0.00 -0.02 0.33 3.06 0.04 3.11 0.33 3.06 -0.02 1399 Roof Panel Report 1/29/98.11:42am PANEL DATA: Panel: Type = HR ; Gage = 26.00 ; Yield = 50.0 MOMENTS & DEFLECTIONS: Surf Purlin Load Id Space Id Moment (ft- lb /ft) Support Midspan Calc Allow Ratio Calc Allow Ratio -- Deflect (in) -- Calc Allow Ratio 2 4.516 D +C +L 74.8 100.8 0.74 -53.9 105.8 0.51 -0.13 0.602 0.21 D +C +WP 20.7 134.4 0.15 -14.9 141.0 0.11 -0.03 0.602 0.05 D +WS -31.7 141.0 0.22 22.8 134.4 0.17 0.06 0.602 0.10 3 4.516 D +C +L 74.8 100.8 0.74 -53.9 105.8 0.51 -0.13 0.602 0.21 D +C +WP 20.7 134.4 0.15 -14.9 141.0 0.11 -0.03 0.602 0.05 D +WS -31.7 141.0 0.22 22.8 134.4 0.17 0.06 0.602 0.10 1399 Roof Diagonal Bracing Report 1/29/98 11:42am i. f M. W 1' 4'ra CNiT f JY+ iD1!� l�! M1Yp��nl ' \'^.ttfis:�i'W9!bv'YIWTtM. VMtt' 1! �S: MUai' N64? n.•. Aq` FRi' t` OG; rINNT1CNiMkY1Y�. �JYMHiftlf� .`.+'Ma'.l"jH.'J{`:'Ki. 1/29/98 Panel Shear (Allow) = 0.0 Panel Shear (Calc ) = 72.4 Bay Brace_Loc. Id Start End 2 0.00 18.00 28.00 38.00 RoofDes.Out -- Page: 13 Diag_Force(k ) Wind Seismic 18.00 5.55 28.00 0.00 38.00 0.00 56.00 . 5.55 6.41 0.00 0.00 6.41 Cable Diam. 0.7500 0.5000 0.5000 0.7500 Cable_Tension(k ) Calc Allow 6.41 0.00 0.00 6.41 8.40 3.70 3.70 . 8.40 1399 Sidewall Diagonal Bracing Report 1/29/98 11:42am Panel Shear (Allow) =100.0 Panel Shear (Calc •) =115.1 (Wall 2) Panel Shear (Calc ) =115.1 (Wall 4) Wall Bay Id Id 2 2 4 2 Diag_Force(k ) Wind Seismic 9.49 11.98 9.49 11.98 Cable Diam. 1.0000 1.0000 Wall Col Wind_Max Seismic Max Id Id Horz Vert Horz Vert 2 2 6.38 7.02 8.06 8.86 4 2 6.38 7.02 8.06 8.86 Cable_Tension(k ) Calc Allow 11.98 11.98 15.00 15.00 1399 Braced Purlin Report 1/29/98 11:42am Surf Span Brace Purlin Id Id Loc. Size 2 18.0 10x30Z14 2 3 18.0 10x30Z14 Surf Span Brace Purlin Id Id Loc. Size 3 2 38.0 10x30Z14 Load Axial(k ) Id Calc Allow 1 2.70 17.67 2 2.70 17.67 3 1.35 17.67 1 2.70 17.59 2 2.70 17.59 3 1.35 17.59 Load Axial(k ) Id Calc Allow 1 2.70 17.67 Moment (f -k ) UCC Calc Allow Axl +Mom 1.34 7.19 1.00 10.28 5.64 10.28 1.07 10.28 0.80 10.28 4.51 10.28 Moment (f -k ) Calc Allow 1.34 7.19 0.32 0.22 0.42 0.21 0.23 0.46 UCC Axl +Mom 0.32 1/29/98 RoofDes.Out Page: 14 2 2.70 17.67 1.00 10.28 0.22 3 1.35 17.67 5.64 10.28 0.42 3 3 38.0 10x30Z14 1 2.70 17.59 1.07 10.28 0.21 2 2.70 17.59 0.80 10.28 0.23 3 1.35 17.59 4.51 10.28 0.46 1399 Eave Strut Report 1/29/98 11:42am z ~w re 2 _IU Wall Bay Eave Axial_Calc Axial Axial No. Bolt Shear Bolt v Oo Id Id Size Wind Seis Allow Ratio Bolt Diam Ratio Plate - -- - - -- W w 2 1 10x30C14 21.58 0.00 2 0.625 - -- N CCD a. 2 2 10x30C14 6.38 8.06 21.58 0.37 2 0.625 0.98 N w 0 2 3 10x30C14 21.58 0.00 2 0.625 N 2 J 4 3 10x30C14 21.58 0.00 2 0.625 N n 4 2 10x30C14 6.38 8.06 21.58 0.37 2 0.625 0.98 N = w 4 1 10x30C14 21.58 0.00 2 0.625 N ~ _ zi._ 1-0 Z F-. w 1399 Roof Design Warning Report 1/29/98 11:42am v o O N DI- Wu] mu -- O .. z w o w O ~. .. No Warnings Z Wo1 oN p -C.a 3 1 MO mmmOC NClfn,oN W W 1717170 u .9-.L2 .2 -.L .9 -.9 .9 -.9 •P-,L i l'i W 5 . S 1 I -SS I -SS N i -SS I -SS v1 N I -SS I -SS W 1n1 17 I -SS 17 el I -SS I -SS I-SS I -SS I -SS I -SS 0 W 3 u 3 i W u W N 6-7 6-3 C] W z J W z L. F- o6 L3 M Z m i— 04 u W Sy _ J J Q N r' Q J V▪ ) a CX W LX la. W >- W J 0 U U •••• N YW41.14`.,g47:1 4.,' mks5 t -cc I -SS I -SS I -SS I -SS i -SS I -SS I -SS t -SS I -SS I -SS I -SS I -SS I -SS I -SS I -SS I -SS I -SS I-SS I -SS I -SS I -SS I -SS 6-3 C] W z J W z L. F- o6 L3 M Z m i— 04 u W Sy _ J J Q N r' Q J V▪ ) a CX W LX la. W >- W J 0 U U •••• N YW41.14`.,g47:1 4.,' mks5 f,,,NOOa 0 0 0x ... ---000 m cumvnom WWU'l�u�'m u .9-.L2 .2 -.L .9-.9 .9-.9 W 1 CI u W SIDEWALL FRAMING' LINE A N 6-3 1-14 t -SS t -SS t •SS t -SS z W l'1 1 t -SS S m u I -SS W 3 uI !u e I W 1 CI u W SIDEWALL FRAMING' LINE A N 6-3 1-14 t -SS t -SS t •SS t -SS I -SS t -SS I -SS t -SS T -SS t -SS I -SS I -SS I -SS T -SS I -SS t -SS T -SS 1-SS T -SS I -SS I -SS I -SS I -SS 6 •3 WN TIICVILA, VASHI U H 1/29/98 SwDes -F.Out Page: 1 1399 Sidewall Design Input Echo 1/29/98 11:42am (1)JOBID: 1399 (2)PROGRAM OPTIONS: z . Sidewall Run Run Lap Steel F= Id Girt Panel Stiff Code F z F F Y Y 0.50 WS QQ JU (3)DESIGN CONSTANTS: U 0 Steel_Yield Stress_Ratio --- Deflect_Ratio - -- Wind_Load coo C -Sec W -Sec R- Sec'Panel Girt Panel Girt Panel PartW Ratio -I H 50.0 50.0 36.0 50.0 1.03 1.03 90. 90. 90. 1.00 N O w (4)REPORTS: Input Wall Door Wall g Q Echo Girt Jamb Panel cnd Y Y Y Y `_., ill z= (5)BUILDING TYPE: H F- O Build L_Expand_EW R_Expand_EW z I- li' Use Offset Use Offset ? o FF N 15.50 N 15.50 U O N O H w W 1--- H Li z p. -±- • 1.- z (6)BUILDING SHAPE: No. X_Coord Surf 4 0.000 28.000 56.000 56.000 Y_Coord 27.500 29.833 27.500 0.000 (7)WALL BAY SPACING: Sets Of Bay No. Bays Width Bays 1 23.333 3 (8)FRAMED OPENINGS: No. Bay Open Open Open Jamb Sill Base Set Open Id Width Height Offset Type Height Elev Depth 0 (9)PARTIAL WALLS: Set Of Base Full -- Bay_Id -- Wall Bays Type Load Start End Height 0 (10)GIRT DESIGN: Girt In_Flg Set Set Max Max_Unbr Type Brace Depth Lap Space Length ZF N 8.0 0.000 7.333 0.000 1/29/98 (11)GIRT LOCATION: Set No. Girt Loc Girt Location N 0 (12)PANELS: Panel Panel Type Gage HR 26.00 (13)LOADING: Wind Pressure 11.0 14.7 11.0 Wind Suction -11.0 -14.7 - 11.0' SwDes -F.Out Page: 2 Girt /Header Panel Jamb 1399 Flush Girt Design Report 1/29/98 11:42am GIRT LOCATION: Bay No. Girt Id Id Girt 1 1 2 3 3 3 3 GIRT SPAN: Bay No. Id Girt 1 2 3 3 3 3 GIRT SIZE: Bay No. Id Girt 1 2 3 7.333 7.333 7.333 2 13.833 13.833 13.833 3 20.333 20.333 20.333 Girt Id 1 2 3 22.58 22.58 22.58 Girt Id 1 2 22.58 22.58 22.58 22.58 22.58 22.58 3 3 8x30Z12 8x30Z12 8x30Z12 3 8x30Z12 8x30Z12 8x30Z12 3 8x30Z12 8x30Z12 8x30Z12 GIRT ACTIONS: Bay Girt Ld Id Id Id 1 1 WP WS 1 2 WP WS 1 3 WP - - -- Shear(k ) - -- Calc Allow UC 0.86 16.08 - 0.86 16.08 0.81 16.08 - 0.81 16.08 0.81 16.08 0.05 0.05 0.05 0.05 0.05 - -Moment(f-k ) -- - -- Deflect (in) -- Calc Allow UC - 4.85 11.17 0.43 4.85 5.58 0.87 - 4.56 11.17 0.41 4.56 5.58 0.82 - 4.56 11.17 0.41 Calc Allow UC -1.02 1.02 - 0.95 0.95 - 0.95 3.01 0.34 3.01 0.34 3.01 0.32 3.01 0.32 3.01 0.32 o i,,,, m.m tFiWY1 ';.SM11;3,'"'ryr'11,00.4Y4 it{ro^t'"".1(,'Wee4i :ySti r Y:. 1/29/98 WS -0.81 16.08 0.05 2 1 WP 0.86 16.08 0.05 WS -0.86 16.08 0.05 2 2 WP 0.81 16.08 0.05 WS -0.81 16.08 0.05 2 3 WP 0.81 16.08 0.05 WS -0.81 16.08 0.05 3 1 WP 0.86 16.08 0.05 WS -0.86 16.08 0.05 3 2 WP 0.81 16.08 0.05 WS -0.81 16.08 0.05 3 3 WP 0.81 16.08 0.05 WS -0.81 16.08 0.05 SwDes -F.Out 4.56 5.58 0.82 - 4.85 11.17 0.43 4.85 5.58 0.87 - 4.56 11.17 0.41 4.56 5.58 0.82 -4.56 11.17 0.41 4.56 5.58 0.82 -4.85 11.17 0.43 4.85 5.58 0.87 - 4.56 11.17 0.41 4.56 5.58 0.82 - 4.56 11.17 0.41 4.56 5.58 0.82 0.95 3.01 0.32 -1.02 3.01 0.34 1.02 3.01 0.34 -0.95 3.01 0.32 0.95 3.01 0.32 -0.95 3.01 0.32 0.95 3.01 0.32 - 1.02 3.01 0.34 1.02 3.01 0.34 -0.95 3.01 0.32 0..95 3.01 0.32 - 0.95 3.01 0.32 0.95 3.01 0.32 Page: 3 1399 Wall Panel Report 1/29/98 11:42am PANEL REACTIONS: (Back Sidwall) Panel: Type = HR ; Gage = 26.00 ; Yield = 50 MOMENTS & DEFLECTION: Span Id 1 7.33 WP WS 2 6.50 WP WS 3 6.50 WP WS 4 6.50 WP WS Span LD (ft) Id Moment (ft- lb /ft) Support Midspan Calc Allow UC Calc Allow UC 79.2 134.4 0.59 -79.2 141.0 0.56 79.2 134.4 0.59 -79.2 141.0 0.56 67.4 134.4 0.50 -67.4 141.0 0.48 67.4 134.4 0.50 -67.4 141.0 0.48 -63.2 141.0 0.45 63.2 134.4 0.47 -18.7 141.0 0.13 18.7 134.4 0.14 - 24.0 141.0 0.17 24.0 134.4 0.18 - 47.6 141.0 0.34 47.6 134.4 0.35 - -- Deflect (in) -- Calc Allow UC - 0.41 0.98 0.42 0.41 0.98 0.42 -0.03 0.87 0.04 0.03 0.87 0.04 - 0.08 0.87 0.09 O .08 0.87 0.09 - 0.24 0.87 0.27 O .24 0.87 0.27 1399 Sidewall Design Warning Report 1/29/98 11:42am .. No Warnings is : Sq` E.iC`z5k';uayHli�r ;;v:k S Zu+1r24, 4. 4 li .9 -.Y .9-.L2 .9-.9 1 .9•09 .e -.2 .9 ••1, .9-.9 .9•.9 .► -.L n H6 ENDWALL FRAMING LINE At •.L2 .t -.02 .Y -.82 sat -.132 -,62 .Y -,62 .6 -.6d .O1 -,82 .Y -,82 .0t -.L2 J u u a ROO N 1. 1- W 1z. J F— t1 u od A Z W W N J J .o Q 3N Q W Z W a. '.` .9 -h 1 89-'4 .9-,9 1 .Y ■,L I ..9 -.L2 n -,2 .4-•9 .9-•9 •Y-•L 0 a N HV HI 8 ENDWALL FRAMING' LINE u 10 u .t -.02 .Y -,82 .ot -.82 .Y-,62 ./ -.6? .b.bd ce W W W )- W -J a cx } u 3 1 W Z -J Ri VJ J W F- u 0 U z J i 1- • ea Z_ j 1- W W 1 N J t3 J Q 3a W Z W a. s"FIIAJti'Q.i'S#. ?8t1ikYiLC . t w�iiCgIG14 Pf. ilI�f � '.�i5i}Ni7�9�' � :. S �liR {�i w� ..• . '. E�iHA� '� '.. n "tfY�?i15r '! ., 1/29/98 EwDes -L.Out Page: 1 1399 Endwall Design Input Echo 1/29/98 11:42am (1) JOBID: (Max: 60 char) 1399 (2)PROGRAM OPTIONS: Endwall Run Run Run Run No Des Steel Lap . z Id Col /Raf Girt Brace Panel Cycles Code Stiff L Y Y Y Y 4 89 0.50 w w (3)DESIGN CONSTANTS: 0 Steel_Yield -- Stress Ratio -- coo C -Sec W -Sec R -Sec Panel Col /Raf Girt Panel w H 50.0 50.0 36.0 50.0 1.03 1.03 1.03 co w Lii O (4)DEFLECTION LIMITS: Deflect_Limit g - Raf -L Raf -W Col Girt Panel PartW w 120. 90. 90. 90. 90. 90. 2 d I- 1-1.1 (5)REPORTS: ? Input Column Wall Door Wall Cable z O Echo Rafter Girt Jamb Panel Brace Y Y Y Y Y Y D• 0 O 5. O H wW IL. O w .. z U= p- • ' z (6)BUILDING TYPE: Build Expand_EW Type Use Offset FF N 15.50 (7)SURFACE SHAPE: No. Surf 4 X -Coord (ft) 0.000 28.000 56.000 56.000 (Max: 10 Y -Coord (ft) 27.500 29.833 27.500 0.000 surfaces) Offset (in) 8.00 10.00 10.00 8.00 (8)BAY SPACING: (Max. 20 bays) SideWall Frame I Sets Of Bay No. Bay Recess Bays Width Bays 23.33 0.42 3 18.000 1 20.000 1 18.000 1 (9)FRAMED OPENINGS: No. Bay Open Open Open Jamb Sill Base Set Member Open Id Width Height Offset Type Height Elev Depth Select 0 (10)PARTIAL WALLS: Set Of Base Full -- Bay_Id -- Wall N C 1/29/98 EwDes -L.Out -. Page: 2 Bays Type Load Start End Height 0 (11)COLUMNS: - -- Corner - -- - Interior- Same Max UnBr Base Type Depth Type Depth Depth Length Elev R 0.00 R 0.00 Y 30.000 0.00 (12)COLUMN SIZE: Z Set No. Column Member Column Size 1-- W N _10 (13)RAFTERS: U O co Rafter Set Rafter Flange W ❑ Ill j Select Depth Same Brace H R 0.0 -'Y Y co u. w O. (14)RAFTERS SIZE: Set No. Rafter u. Member Rafter Size N ❑ N i_W Z� (15)RAFTER SPLICES: (Max: 20 splices) 1-0 Surf No. Splice Splice z1- Id Splice Loc. Type 2 n 2 0 0 D Ca 3 1 0.000 M O - ❑F- wW (16) ENDWALL GIRTS: �'" H II-10 Girt Flange Set Set Max Girt To One Girt Max Unbr Z Type Brace Depth Lap Space Rafter Depth /Bay Length W N ZF N 8.00 0.000 7.3333 N Y 0.0000 HF-1 O Z (17)ENDWALL GIRTS LOCATION: (Max: 20 girts) Set No. Girt Loc Girts Location P 3 7.3333 13.8333 20.3333 (18)ROOF PURLINS: Surf Peak Puri No. Surf Id Space Space Purlin Ext 2 1.000 4.516 6 0.000 3 1.000 4.516 6 0.000 (19)PANELS: Panel Panel Type Gage HR 26.00 (20)WIND FRAMING SELECTION: Order Of Selection Panel Diagonal Wind Wind Shear Bracing Bent Column N Y N N (21)WALL BRACING: (Max: 10 bays) 1/29/98 Wind Shear 100.0 Cable/ Rod R No. Bays Specified 1 (22)WIND BENTS: - - Member -- No_Of Type Depth Bays Bay_Id 0.00 0 (22)WIND COLUMNS: - - Member -- No_Of Type Depth Bays Bay_Id 0.00 0 * (23)EAVE EXTENSION: * *Wall No_Of Ext - Bay_Id -- *Id Ext Id Start End 1 0 2 0 EwDes -L.Out Page: 3 Specified Bays_ For_ Bracing 2 Left /. Right Width Height Slope * (23)SW CANOPY * *Wall No_Of Ext -Bay_Id-- *Id Ext Id Start End Width Height 1 0 2 0 * (23)EW CANOPY * *Wall No_Of Ext -Bay_Id-- *Id Ext Id Start End Width Height 1 0 (25)BASIC LOADS: Dead Live Snow Collateral Basic Load Load Load Load Wind 1.5 25.0 25.0 8.0 12.3 (26)WIND PRESSURE /SUCTION: Wind Wind Press Suct 11.0 -11.0 11.0 -11.0 11.0 -11.0 14.7 -14.7 (27)WIND COEFFICIENTS: Surf Rafter_Wind l Id Left Right 1 0.00 0.00 2 -1.50 -1.50 3 -1.50 -1.50 4 0.00 0.00 .. Column .. Girt /Header .. Jamb .. Panel Rafter_Wind_2 Left Right 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Slope - - -- Offset - -- Ext Load Left Right Mount Width - - -- Offset - -- Ext Load Left Right Mount Width - - -- Offset - -- Ext Slope Left Right Mount Wind_Load Ratio 1.00 Bracing Wind Left Right 0.80 -0.50 - 0.70 -0.70 - 0.70 -0.70 - 0.50 0.80 (28)COLUMN & BRACING DESIGN LOADS: No. Load Brace_Wind Load Id Dead Collat Live Left. Right r:rJki`�„ Long Surface Press Friction 0.00 0.00 -0.70 0.00 -0.70 0.00 0.00 0.00 Column Wind I Aux Press Suct Id 7ie 1/29/98 EwDes-L.Out Page: 4 4 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 2 1.00 0.00 0.50 1.00 0.00 0.00 1.00 3 1.00 0.00 0.50 0.00 1.00 0.00 1.00 4 1.00 0.00 0.00 0.00 0.00 1.00 0.00 (29)RAFTER DESIGN LOADS: No. Load Load Id Dead Collat 5 1 1.00 1.00 2 1.00 0.00 3 1.00 0.00 4 1.00 0.00 5 1.00 0.00 Live 1.00 0.00 0.00 0.00 0.00 Rafter_Wind 1 Left Right 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Rafter_Wind 2 Left Right 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 (20)AUXILARY LOADS: '(Max: 10 loads, 10 comb /load) No. Aux No. Add Add_Load Aux Id Combs Id Coef 0 (21)ADDITIONAL LOADS: (Max: 20 loads) No. Add Surf Add Id Id 0 Load I FX Type W1 FY W2 Co X Y DL1 DL2 0 0 0 0 Aux Id 0 0 0 0 0 - Conc. - Unif. 1399 Column & Rafter Design 1/29/98 11:42am MEMBER SIZES: Mem Mem Id Loc Col -1 0.7 Col -2 18.0 Col -3 38.0 Col -4 55.3 Raf -1 Raf -2 Mem - -- Wide Flange Section -- Type W -Dep W -Thk F -Wid F -Thk W8x10 7.9 0.170 W8x13 8.0 0.230 W8x13 8.0 0.230 W8x10 7.9 0.170 W8x10 7.9 0.170 W8x10 7.9 0.170 DESIGN ACTIONS /STRESSES: (W /R /U- Section) Mem Load Id Id Col -1 1 Col -1 2 Col -1 3 Col -1 4 - -- Axial (k ,ksi ) Design Calc Allow Load Stress Stress 3.30 0.78 0.78 -0.29 1.12 12.38 0.27 16.51 0.27 16.51 -0.10 28.79 rci. 41,; ∎, 0,1kIku, Riflydrl Wis >iv ;'i _+SUlw4e 3.9 0.205 4.0 0.255 4.0 0.255 3.9 0.205 3.9 0.205 3.9 0.205 C- Section Mem Depth Gage Weight Total = 260.61 357.57 357.57 260.61 280.97 280.97 1798.29 Shear (k ,ksi ) - -- Moment (f -k ,ksi )- Design Calc Allow Design Calc Allow Load Stress Stress Load Stress Stress 0.00 0.00 14.40 0.00 0.00 19.20 0.00 0.00 19.20 0.00 0.00 19.20 0.00 0.00 15.53 0.00 0.00 20.70 0.00 0.00 20.70 0.00 0.00 20.7c 1/29/98 EwDes -L.Out Page: 5 Col -2 1 9.08 2.36 12.41 0.00 0.00 14.40 0.00 0.00 17.57 Col -2 2 1.91 0.50 16.55 -2.82 1.53 19.20 19.42 -23.51 23.42 Col -2 3 1.91 0.50 16.55 -2.82 1.53 19.20 19.42 -23.51 23.42 Col -2 4 -1.17 -0.31 28.79 2.82 1.53 19.20 19.42 -23.51 23.42 Col -3 1 9.08 2.36 12.41 0.00 0.00 14.40 0.00 0.00 17.57 Col -3 2 1.91 0.50 16.55 -2.82 1.53 19.20 19.42 -23.51 23.42 Col -3 3 1.91 0.50 16.55 -2.82 1.53 19.20 19.42 -23.51 23.42 Col -3 4 -1.17 -0.31 28.79 2.82 1.53 19.20 -19.42 -23.51 23.42 Col -4 1 3.30 1.12 12.38 0.00 0.00 14.40 0.00 0.00 15.53 Col -4 2 0.78 0.27 16.51 0.00 0.00 19.20 0.00 0.00 20.70 Col -4 3. 0.78 0.27 16.51 0.00 0.00. 19.20 0.00 0.00 20.70 Col -4 4 -0.29 -0.10 28.79 0.00 0.00 19.20 0.00 0.00 20.70 Raf -1 1 0.35 0.12 15.92 -4.48 3.34 14.40 14.74 -22.65 23.76 Raf -1 2 -0.51 -0.17 28.79 2.04 1.52 19.20 -6.62 -10.17 31.67 Raf -1 3 -0.51 -0.17 28.79 2.04 1.52 19.20 -6.62 -10.17 31.67 Raf -1 4 0.02 0.01 21.23 -0.30 0.22 19.20 0.99 -1.51 31.67 Raf -1 5 0.02 0.01 21.23 -0.30 0.22 19.20 0.99 -1.51 31.67 Raf -2 1 0.35 0.12 15.92 4.48 3.34 14.40 14.74 -22.65 23.76 Raf -2 2 -0.51 -0.17 28.79 -2.04 1.52 19.20 -6.62 -10.17 31.67 Raf -2 3 -0.51 -0.17 28.79 -2.04 1.52 19.20 -6.62 -10.17 31.67 Raf -2 4 0.02 0.01 21.23 0.30 0.22 19.20 0.99 -1.51 31.67 Raf -2 5 0.02 0.01 21.23 0.30 0.22 19.20 0.99 -1.51 31.67 STRESS RATIO: Mem Load Id Id Axial Shear Moment Axl +Mom Shr +Mom Col -1 1 0.09 0.00 0.00 0.09 Col -1 2 0.02 0.00 0.00 0.02 Col -1 3 0.02 0.00 0.00 0.02 Col -1 4 0.00 0.00 0.00 0.00 Col -2 1 0.19 0.00 0.00 0.19 Col -2 2 0.03 0.08 1.00 1.02 Col -2 3 0.03 0.08 1.00 1.02 Col -2 4 0.01 0.08 1.00 1.00 Col -3 1 0.19 0.00 0.00 0.19 Col -3 2 0.03 0.08 1.00 1.02 Col -3 3 0.03 0.08 1.00 1.02 Col -3 4 0.01 0.08 1.00 1.00 Col -4 1 0.09 0.00 0.00 0.09 Col -4 2 0.02 0.00 0.00 0.02 Col -4 3 0.02 0.00 0.00 0.02 Col -4 4 0.00 0.00 0.00 0.00 Raf -1 1 0.01 0.23 0.95 0.96 Raf -1 2 0.01 0.08 0.32 0.32 Raf -1 3 0.01 0.08 0.32 0.32 Raf -1 4 0.00 0.01 0.05 0.05 Raf -1 5 0.00 0.01 0.05 0.05 Raf -2 1 0.01 0.23 0.95 0.96 Raf -2 2 0.01 0.08 0.32 0.32 Raf -2 3 0.01 0.08 0.32 0.32 Raf -2 4 0.00 0.01 0.05 0.05 Raf -2 5 0.00 0.01 0.05 0.05 MEMBER DEFLECTIONS /COLUMN REACTIONS: EiC i +y S! riyS `wrlimA nfi t'l%Ii ?l�iL ti vS i y ; '.: k KNa1Riu L mu 1/29/98 Mem Id Col -1 Col -1 Col -1 Col -1 Col -2 Col -2 Col -2 Col -2 Col -3 Col -3 Col -3 Col -3 Col -4 Col -4 Col -4 Col -4 Raf -1 Raf -1 Raf -1 Raf -1 Raf -1 Raf -2 Raf - 2 Raf-2 Raf - 2 Raf - 2 Load Deflection (in) Id Calc Allow EwDes -L.Out � Page: 6 Reaction (k ) Horz(OP) Vert Horz (IP) 1 0.00 3.47 2 0.00 3.47 3 0.00 3.47 4 0.00 3.47 1 0.00 3.67 2 2.29 3.67 3 2.29 3.67 4 . -2.29 3.67 1 0.00 3.67 2 2.29 3.67 3 2.29 3.67 4 -2.29 3.67 1 0.00 3.47 2 "0.00 3.47 3 0.00 3.47 4 0.00 3.47 1 -0.42 1.80 2 0.20 2.40 3 0.20 2.40 4 -0.03 2.40 5 -0.03 2.40 1 -0.42 1.80 2 0.20 2.40 3 0.20 2.40 4 -0.03 2.40 5 -0.03 2.40 O .00 0.00 0.00 O .00 0.00 2.82 2.82 - 2.82 0.00 2.82 2.82 - 2.82 0.00 0.00 0.00 O .00 3.30 0.78 O .78 - 0.29 9.08 - 1.61 1.91 - 1.17 9.08 1.91 - 1.61 -1.17 3.30 O .78 O .78 -0.29 0.00 0.00 0.00 0.00 0.00 2.61 0.00 . 0.00 0.00 0.00 2.61 0.00 0.00 0.00 0.00 0.00 1399 Rafter Splice Report 1 29 98 11:42am Surf Surf Splice - -- Plate - -- - -- Design Load - -- _ Bolts Id Loc Id Width Thick Axl Shr Mom Type Diam Rows Space Gage 3 0.0 Mom- 1 6.0 0.500 0.5 0.0 2.7 A325 0.750 2 3.50 3.00 0.5 0.0 -6.6 A325 0.750 2 3.50 3.00 1399 Flush Girt Design Report 1/29/98 11:42am GIRT LOCATION: Bay No. Girt Id Id Girt 1 2 3 4 1 4 7.333 2 4 7.333 3 4 7.333 GIRT SPAN: Bay No. Girt Id w'. S.rrRtd'5iat;;.:4R41'i rS5 .s 5 .ii -Ara 13.833 13.833 13.833 20.333 20.333 20.333 24.833 24.833 24.833 Sid' ^i tilt. }: t' R:$4.4.10,' 4SFd� ua ' VI 1/29/98 Id Girt 1 2 3 EwDes -L.Out Page: 7 4 1 4 16.419 2 4 19.250 3 4 16.419 16.419 19.250 16.419 GIRT SIZE: Bay No. Girt Id Id Girt 1 2 1 4 2 4 3 4 16.419 19.250 16.419 3 16.419 19.250 16.419 4 8x30Z16 8x30Z16 8x30Z14 8x30Z14 8x30Z16 8x30Z16 GIRT ACTIONS: Bay Girt Ld Id Id Id 1 1 WP WS 1 2 WP WS 8x30Z16 8x30Z16 8x30Z16 (C /D /Z- Section) - -Shear (k ) - -- Calc 'Allow UC 0.62 3.62 0.17 -0.62- 3.62 0.17 0.59 3.62 0.16 -0.59 3.62 0.16 1 3 WP 0.50 3.62 0.14 WS -0.50 3.62 0.14 1 4 WP -0.34 3.62 0.09 WS 0.34 3.62 0.09 2 1 WP -0.73 6.74 0.11 WS 0.73 6.74 0.11 2 2 WP 0.69 6.74 0.10 WS -0.69 6.74 0.10 2 3 WP 0.58 3.62 0.16 WS -0.58 3.62 0.16 2 4 WP 0.48 3.62 0.13 WS -0.48 3.62 0.13 3 1 WP 0.62 3.62 0.17 WS -0.62 3.62 0.17 3 2 WP 0.59 3.62 0.16 WS -0.59 3.62 0.16 3 3 WP 0.50 3.62 0.14 WS -0.50 3.62 0.14 3 4 WP -0.34 3.62 0.09 -1.41 WS 0.34 3.62 0.09 1.41 8x30Z16 8x30Z16 8x30Z16 - - Moment (f -k ) - Calc Allow UC -2.56 5.70 0.45 2.56 2.85 0.90 - 2.41 5.70 0.42 2.41 2.85 0.85 - 2.04 5.70 0.36 2.04 2.85 0.72 - 1.41 5.70 0.25 1.41 2.85 0.49 - 3.52 7.49 0.47 3.52 3.74 0.94 -3.31 7.49 0.44 3.31 3.74 0.88 -2.80 5.70 0.49 2.80 2.85 0.98 - 2.31 5.70 0.41 2.31 2.85 0.81 - 2.56 5.70 0.45 2.56 2.85 0.90 -2.41 5.70 0.42 2.41 2.85 0.85 -2.04 5.70 0.36 2.04 2.85 0.72 5.70 0.25 2.85 0.49 - -- Deflect (in) -- Calc Allow UC - 0.48 2.19 0.22 0.48 2.19 0.22 -0.45 2.19 0.21 0.45 2.19 0.21 -0.38 2.19 0.18 0.38 2.19 0.18 -0.27 2.19 0.12 0.27 2.19 0.12 -0.74 2.57 0.29 0.74 2.57 0.29 -0.69 2.57 0.27 0.69 2.57 0.27 - 0.73 2.57 0.28 0.73 2.57 0.28 - 0.60 2.57 0.23 0.60 2.57 0.23 -0.48 2.19 0.22 0.48 2.19 0.22 -0.45 2.19 0.21 0.45 2.19 0.21 -0.38 2.19 0.18 0.38 2.19 0.18 -0.27 2.19 0.12 0.27 2.19 0.12 1399 Endwall Cable Bracing Summary .,.r.< w:> >S•k�,;r:a:. » »;zi�'ad:,.r. • •;�i,.�:��:,'�,v�it:MSz� -�:� =rt i ` �r'.st 1/29/98 11:42art 1/29/98 EwDes -L.Out Page: 8 PANEL SHEAR WITH NO BRACING: Panel Shear (Allow) = 100.0 Panel Shear (Calc ) = 46.6 CABLE BRACING REQUIRED: Bay Cable No. Diam (in) 2 0.625 - Tension(k ). Calc Allow 4.38 5.90 COLUMN BASE REACTIONS: Col Max Max' Id Horz Vert 2 2.61 3 2.61 3 ..52 3.52 1399 Wall Panel Report 1/29/98 11:42am PANEL DATA: Bay= 3 Panel: Type = HR ; Gage = 26.00 ; Yield = 50.0 MOMENTS & DEFLECTION: Span Id 1 7.33 WP WS 2 6.50 WP WS 3 6.50 WP WS 4 4.50 WP WS 5 3.08 WP WS Span LD (ft) Id Moment(ft- lb /ft) Support Midspan Calc Allow UC Calc Allow UC - 77.8 134.4 0.58 77.8 141.0 0.55 -77.8 134.4 0.58 77.8 141.0 0.55 -47.2 134.4 0.35 47.2 141.0 0.33 - 43.8 134.4 0.33 43.8 141.0 0.31 - 16.2 134.4 0.12 16.2 141.0 0.11 59.9 141.0 0.42 - 59.9 134.4 0.45 15.1 141.0 0.11 - 15.1 134.4 0.11 32.1 141.0 0.23 - 32.1 134.4 0.24 7.2 141.0 0.05 -7.2 134.4 0.05 9.4 141.0 0.07 -9.4 134.4 0.07 - -- Deflect(in) -- Calc Allow UC 0.42 0.98 0.43 - 0.42 0.98 0.43 0.02 0.87 0.02 - 0.02 0.87 0.02 0.15 0.87 0.17 - 0.15 0.87 0.17 0.00 0.60 0.01 0.00 0.60 0.01 0.01 0.41 0.03 -0.01 0.41 0.03 1399 Endwall Design Warning Report 1/29/98 11:42am , ib .. No Warnings i� :F�niE4+KYJ:iel.l�nr:th`Li4,d• <:U` fig:(J iv 1/29/98 EwDes -L.Out Page: 9 1399 Endwall Weight Summary 1/29/98 11:42am FORCED SPACING: Total Column Weight = 1236.35 Total Rafter Weight = 561.94 Total Girt Weight = 659.80 Total Door Jamb Weight = 0.00 Z Total Bracing Weight = 71.01 Total Clips Weight = . 39.60 1-W Total Endwall Weight = 2568.70 U0 UD CO ELI J = H W WO 2 g F_ W Z� f- O Z F- w U• 0 O N O 1- wW H V. LL. ~- O .Z W N O - 0 F=-. 0 Z ,1;f 1` o:Yi' his;; i?isS�.+?1:tMVll:P'TY,ite;;S;.. M:. ^'R:'X�G7.2 iiiriZI,+ L ",Rli:llN dd?3AL;RfSYISY,C140.: ; :r62M+at ".Ci V7 1414 :44..HSTIL:Ta1:.?Z'.lit."yNW: aq.Co Y. Arir S N m x N 0 aom (Qw o0 NU1oon0mm n mm dooeido rotono" N N a R4uVU1 mmmonn Nl9 sEaq � d V) V11 4a An 0 00 4 -« - e �n Y 4 J as E O oo r-H dd dd °°.22 r Y Y Yo N = NN J n W d krr • }Y .i.s1.`ei5vaYim ,1N '1 444 14' 1/29/98 RfDes -i.0ut Page: 1 1399 Rigid Frame Design Input Echo 1/29/98 11:47am (1)JOBID: (Max: 60 char) 1399 (2)PROGRAM OPTIONS: ¢ z Frame Frame Stress Frame No Of End Conn. Steel Splice Build Seis 1--z = Id Type Space Space Cycle Lt Rt Code Fix Code Year Zone 1 TB 5.00 23.33 7 P P 89 1.00 UBC 94 3 -J U (3)ANALYSIS OPTIONS: Clio Plate Depth Column_Dep_Opt(in) Rafter_Dep_Opt(in) Web_Stiffener J Opt Opt Typ* Min Max Typ Min Max Use Ratio B_Side N N C 7.50 36.00 H 7.50 72.00 N 0.00 Y W O (4) DESIGN CONSTANTS-: g 5 Steel_Yield(ksi ) ---- Stress_Ratio - - -- Deflect_Limit N a Web Flg R_Frm P_Frm T_Frm EP BP Frame Col EP BP Horz Vert m W 50.0 50.0 36.0 35.0 35.0 50.0 50.0 1.03 1.03 1.03 1.03 60.0 120.0 t- = zt_ (5)REPORTS: Z O Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Cable Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React React no Y Y Y Y Y N N Y N N N N 0cn o1- (6)BUILDING SHAPE: (Max: 10 surfaces) = W No. X_Coord Y_Coord Offset t-�? Surf (ft) (ft) (in) L- p 4 0.0000 27.5000 1.000 ki 28.0000 29.8333 10.000 v 0 56.0000 27.5000 10.000 Wit= 56.0000 0.0000 1.000 z (7)MEMBER DEPTHS: (Max: 50 total depths) Surf Member -- Depth(in) -- No. Interior_Depths Id Size Start End Dep Loc. (ft) Depth (in) 1 7.000 7.000 0 2 15.000 42.000 0 3 42.000 15.000 0 4 7.000 7.000 0 (8)MEMBER SPLICES: (Max: 40 total splices) Surf No. Splice Splice Id Splice Loc(ft) Type 1 0 2 1 0.0000 VSF 3 1 0.0000 -EE 4 1 0.0000 VSF (9)SEGMENT PLATES: (Max: 100 segments) . Mem No. Seg Len Flange Plate Thickness (in) Id Seg Id (ft) Width Web O.S.Flg I.S.Flg 1 2 1 10.00 10.0 0.2500 0.7500 1.0000 OSi 1/29/98 2 0.00 2 2 3 0.00 4 10.00 3 2 5 10.00 6 0.00 4 2 7 0.00 8 10.00 (10)INTERIOR COLUMNS: No. Col Col Col Col Id Typ Rot 0 (11)BASE ELEVATION: Elev 0.00 Left Column 0.00 Right Column (Max: Col Loc (12)WALL GIRTS: (Max: 20 Surf Girt Girt Id Depth Project 1 8.00 1.00 4 8.00 1.00 (13)ROOF PURLINS: Surf Purl Purl Id Depth Project 2 10.00 0.00 3 10.00 0.00 RfDes -1.Out Page: 2 10.0 0.2500 8.0 8.0 8.0 8.0 10.0 10.0 0.1875 0.1875 0.1875 0.1875 0.2500 0.2500 10 colums) Connection Bot Top 1.0000 1.0000 0.3750 0.2500 0.3750 0.2500 0.3750 0.2500 0.3750 0.2500 1.0000 1.0000 0.7500 1.0000 Unbrace_Length Col Major Minor Set girts /surface) Girt No. Lap Girt Location(ft) 0.000 3 7.333 13.833 20.333 0.000 3 7.333 13.833 20.333 Purl Lap 1.875 1.875 Col Size No. Peak Set Of - Set_Space- Purlin Space Space Space No. 6 1.000 0 6 1.000 0 (14)FLANGE BRACES: (Max: 400 total braces) Flange_Brace_At Girt /Purlin Number 3 3 4 5 6 3 4 5 6 3 Surf No. Id Brace 1 3 2 6 3 6 4 3 1 1 1 1 2 2 2 2 (15)SIDEWALL EXTENSIONS: Surf No Ext Extension Size Load Windl_Coeff Wind2_Coeff Id Ext Id Type Width Height Slope Width Left Right Left Right 1 0 4 0 (16)BASIC LOADS: Dead Live Snow Collateral psf psf psf psf 1.50 25.00 25.00 8.00 (17) WIND Surf Id 1 COEFFICIENTS: - -Wind 1 - -- Left Right 0.80 -0.50 'i'U.4•.'a {ar��±�'4 "4 r$ \a 4' %'i{rl'SiY�:O �. "�'wS; - -Wind 2 - -- Left Right 0.80 -0.50 Wind Wind Seis Weak_Axis_Force Press Load Load L_Col R_Col psf Ratio k 12.28 1.00 1.1 0.00 0.00 Surface Friction 0.00 doh �d,'i. ^:ttitk:3l`a7il`�� i °.usv$a't}.'tiiitQcs44' +'w`?iae$e if.tgai r.4a`r `* qu?'fa. i$W_h ".•'nV1t•+` .',a� Stl 1/29/98 RfDes -1 .Out 2 -0.70 -0.70 -0.70 -0.70 3 -0.70 -0.70 -0.70 -0.70 4 -0.50 0.80 -0.50 0.80 0.00 0.00 0.00 (18)DESIGN LOADS: (Max: 34 design loads) Load_Coefficients Live -- -Wind 1 -- Dead Right Left Right 1.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.50 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 -0.50 0.00 0.00 1.00 0.50 0.00 0.00 Des_Load No. Id 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Live/ Snow 1.00 0.00 0.00 1.00 1.00 0.50 0.50 0.00 0.00 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 1.00 0.50 Collat 1.00 0.00 0.0.0 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 O .00 1.00 1.00 O .00 0.00 1.00 1.00 (19)AUXILARY LOADS: (Max: 20 loads) No. Aux No. Add Add_Comb Aux Id Loads Id Coeff 0 (20)ADDITIONAL LOADS: (Max: No. Add Surf Load Add Id Id Type 0 (21) FLOOR BEAMS: Bay No. Beam Id Beam Id 1 0 Beam Ht (22)CABLES: Bay No. Cable Cable Id Cable Id Level 1 0 40 loads) Fx W1 Con_Type Lt Rt (F -k Fy W2 Page: 3 -- -Wind 2 -- Aux_Load Left Right Seis Id Coeff 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0 0.00 0.50 0.00 0.00 0 0.00 0.00 0.50 0.00 0 0.00 1.00 0.00 0.00 0 0.00 0.00 1.00 0.00 0 0.00 0.00 0.00 1.00 0 0.00 0.00 0.00 -1.00 0 0.00 0.00 0.00 1.00 0 0.00 0.00 0.00 -1.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 , W -k /ft, M Co Con_Loc Lt Rt Area Ixx Dx,Dy,D1 -ft) Dx Dy D11 D12 Beam Properties Cable Cable Type Area Conc - Dist 1399 Base Plate and Anchor Bolt Design 1/29/98 11:47am Column Max_Reactions(k ) 1i }c "deli. '.P - W:4ia ,N..v`.,10a 4i4'rho£ WAi'k 43 Bolt Type = A307 Weak Axis -- -Plate Size(in) - -- - - -- Bolts(in) - - -- 1/29/98 RfDes -1.Out _ Page: 4 Loc. Comp Tens Shear Tens Width Length Thick Row Diam Gage Left 25.4 -3.3 -4.6 0.0 10.0 8.75 0.500 1 0.875 4.00 Right 25.4 -3.3 4.6 0.0 10.0 8.75 0.500 1 0.875 4.00 1399 Bolted - End -Plate Design 1/29/98 11:47am z . Bolt Type = A325 H z Qw Splice Member -Plate (in) -- Tens Load (k , f -k ) Bolt (in) Weld v O Id Typ Loc. Width Thick Loc. Id Shr Mom Row Diam Space Gage Regd o - - -- -- - -- - - -- CO w 1 VSS 1- 2 10.0 1.000 Top: 17 19 103 2 0.750 4.00 3.00 0.375F co 1- Bot: 8 -5 60 2 0.750 4.00 3.00 0.375F O W 2 -EE 2- 3 8.0 0.625 Top: 8 -2 30 2 0.750 3.50 3.00 0.250F 2 Bot: 1 0 240 2 0.750 3.50 3.00 0.250F g a 3 VSS 3- 4 10.0 1.000 Top: 16 -19 103 2 0.750 4.00 3.00 0.375F Bot: 3 5 60 2 0.750 4.00 3.00 0.375F = d I- w z= 1-0 z 1- 1399 Stiffener Report 1/29/98 11:47am EU uj 0 Stiff Stiff Stiff Force Force Force DI- Loc No. Width Thick Calc. Allow Ratio = v LL 'O wz U Oco ~ Col 1 1 5.00 0.500 84.6 196.0 0.43 Col 2 1 5.00 0.500 84.6 196.0 0.43 1399 Flange Brace Report 1/29/98 11:47am Surf No. Id Brace 1 0 Flange_Braces 2 3 Loc 1 5 6 Sides: 2 2 2 Part : L2x.075 L2x.075 L2x.075 Force: 0.30 0.91 0.89 3 3 Loc 1 2 6 Sides: 2 2 2 Part : L2x.075 L2x.075 L2x.075 Force: 0.89 0.91 0.30 4 0 ii4rot'vv.`C� i ir!NJtwf k?al..f wQni"2a ria}iw.d �3 f ?iw%fA T 'rn z 1/29/98 RfDes -i.Out Page: 5 1399 Weld Report: Web To Flange 1/29/98 11:47am -Weld Provided- --- -Max Weld Shear One Side_Of Web Member Segment Section Load Shear Size Shear Id Id Id Id (k /in ) (in) .(k /in ) z 1 1 1 2 0.76 0.375 8.48 � 1 2 4 11 . 0.52 0.375 8.48 1_- w 2 3 9 1 1.36 0.188 3.18 CC g 2 4 14 1 0.20 0.188 3.18 6 v 3 5 19 1 0.20 0.188 3.18 U O 3 6 24 1 1.36 0.188 3.18 co 0 4 7 29 10 0.52 0.375 8.48 w H 4 8 '32 9 0.76 0.375 8.48 N w w0 2 J 1399 Special Segment Report 1/29/98 11:47am N a =w SEGMENT SIZE AT LEFT COLUMN: ?►_- t- O w ~ Web Thick= 0.375 ( 0.250) w Flange Width= 10.000 ( 10.000) n p Flange Thick= 1.000 ( 1.000) UtA O- OH SEGMENT SIZE AT RIGHT COLUMN: Web Thick= 0.375 Flange Width= 10.000 Flange Thick= 1.000 ( 0.250) ( 10.000) ( 1.000) 1399 Design Summary Report 1/29/98 11:47am MEMBERS: Mem Seg Id Id Flange (Web Depthl Plate_Thickness s Len Wid Strt End Web O -flg I -flg Max_UCV Max_UCO Max_UCI Id Ld Ucv Id Ld Uco Id Ld Uci 1 1 10.0 10 7.0 7.0 0.250 0.750 1.000 1 2 0.13 3 2 0.24 3 1 0.29 1 2 16.6 10 7.0 7.0 0.250 1.000 1.000 4 11 0.09 8 11 0.32 8 1 0.50 2 3 17.4 8.0 15.0 32.3 0.188 0.375 0.250 10 1 0.68 13 1 0.73 9 11 0.97 2 4 10.0 8.0 32.3 42.0 0.188 0.375 0.250 14 1 0.49 14 1 0.73 14 1 0.69 3 5 10.0 8.0 42.0 32.3 0.188 0.375 0.250 19 1 0.49 19 1 0.73 19 1 0.69 3 6 17.4 8.0 32.3 15.0 0.188 0.375 0.250 23 1 0.68 20 1 0.73 24 10 0.97 4 7 16.6 10 7.0 7.0 0.250 1.000 1.000 29 10 0.09 25 10 0.32 25 1 0.50 4 8 10.0 10 7.0 7.0 0.250 0.750 1.000 32 9 0.13 30 9 0.24 30 1 0.29 LOAD COMBINATIONS: 1 - DL +CO +LL 2 - DL +WL1 r,:n:1.xa ...,:' fa�vaa�x x . 'mow w z 1/29/98 4 . , • 9 - DL +WR2 10 - DL +CO +LL +WL2 /2 11 - DL +CO +LL +WR2 /2 WEIGHTS: Member RfDes -1.Out Page: 6 1 2 3 4 Weight (lb) : 1865 963 963 1865 Total Weight (lb) : Frame Members = Interior Col. = Conn. Plates = Base Plates Trans Stiff = 5656 0 669 25 0 6350 REACTIONS: (Sidewall Columns) Load Left Column Right Column Id Fx(k ) Fy(k ) M(f -k ) Fx(k ) FyTk ) M(f -k ) 1 2.98 25.39 0.00 -2.98 25.39 0.00 2 -6.08 -4.37 0.00 -4.16 0.76 0.00 3 4.16 0.76 0.00 6.08 -4.37 0.00 4 -0.18 21.30 0.00 -4.94 23.86 0.00 5 4.94 23.86 0.00 0.18 21.30 0.00 6 -5.04 3.80 0.00 -5.20 8.92 0.00 7 5.20 8.92 0.00 5.04 3.80 0.00 8 -6.08 -4.37 0.00 -4.16 0.76 0.00 9 4.16 0.76 0.00 6.08 -4.37 0.00 10 -0.18 21.30 0.00 -4.94 23.86 0.00 11 4.94 23.86 0.00 0.18 21.30 0.00 12 -5.04 3.80 0.00 -5.20 8.92 0.00 13 5.20 8.92 0.00 5.04 3.80 0.00 14 -0.19 8.01 0.00 -2.01 10.10 0.00 15 2.01 10.10 0.00 0.19 8.01 0.00 16 -1.10 -1.04 0.00 -1.10 1.04 0.00 17 1.10 1.04 0.00 1.10 -1.04 0.00 18 2.46 23.36 0.00 -2.46 19.25 0.00 19 2.46 19.25 0.00 -2.46 23.36 0.00 DEFLECTIONS : (in) Lateral Defl Load Q Top Of Col Id Left Right 1 -0.09 0.09 2 4.89 4.86 3 -4.86 -4.89 4 2.36 2.52 5 -2.52 -2.36 6 4.86 4.89 Vert Def 1 Midspan - 2.09 0.36 0.36 - 1.83 -1.83 - 0.37 • 44r 444 Gr' .'4- pat. n .44:4.14ko 11,4 1/29/98 7 -4.89 -4.86 -o.37 8 4.89 4.86 0.36 9 -4.86 -4.89 0.36 10 2.36 2.52 -1.83 11 -2.52 -2.36 -1.83 12 4.86 4.89 -0.37 13 -4.89 -4.86 -0.37 14 1.69 1.74 -0.64 15 -1.74 -1.69 -0.64 16 1.72 1.72 0.00 17 .-1.72 -1.72 0.00 18 0.12 0.27 -1.73 19 -0.27 -0.12 -1.73 DEFLECTIONS LIMIT: Lateral Def 1 Load @ Top Of Col Vert Defl Id Left Right @ Midspan 1 3495 3494 321 2 65 65 1889 3 65 65 1889 4 135 126 367 5 126 135 367 6 65 65 1814 7 65 65 1814 8 65 65 1889 9 65 65 1889 10 135 126 367 11 126 135 367 12 65 65 1814 13 65 65 1814 14 189 183 1050 15 183 189 1050 16 186 186 99999 17 186 186 99999 18 2598 1165 388 19 1165 2599 388 RfDes -1.Out Page: 7 Max Live Vertical = -1.52, Span /Deflection = 443 Max Horizontal Drift= 4.89, Eave Height /Drift= 65. 1399 Rigid Frame Clearances 1/29/98 11:47am VERTICAL CLEARANCE: Left Col Right Col Midspan 25'05 -01" (X= 9 -02 ", Y= 25'05 -01 ") 25'05 -01" (X= 55'02 -14 ", Y= 25'05 -01 ") 25'05 -03" (X= 28'00 -00 ", Y= 25'05 -03 ") - 4∎0+,,,;i^14,;o-. .rntr.)i.341g .4v::. s; { li'i f:.'±..° " 4 eti+ d, 3�m r$ i+kd�40.4:6(41,AwkikeC,'jq '�+.,f: 4?'.: ntli4;;IN ,e4 1 1/29/98 HORIZONTAL CLEARANCE: RfDes -1.Out Page: 8 Left Col - Right Col 54'05 -12" (X1= 9 -02 ", X2= 55'02 -14 ") 1399 Rigid Frame Design Warnings 1/29/98 11:47am .. No Warnings .. .. .. .n �.r .:t LS .'Y:.r. 'rS.:LY:.t i��.4`.T ..i. ��. v:j..s .: f.: '�1. 5!j. w iativE!fty+ ;a %ist��+:'4`ti'Jea7^n v.sdA:P.'4 .A9tisti1,4'lc: ' ^11 01+ dive, 1/4* Rota g&prm c,c Rirr, -1 erg 1 3/98 0D PPrs wieA" - FREez67L i7-10.4 11s Ali PMer e rusewlc,. /4.4 STILL CrU(.,i., 5, 0Ncgft0,4 C4. CS S74106-sc PA46 NA, ZeIGR1p7340..l 1 Iwoex 2 ST,vcrugM... misbrel 3 fi rt-r1G s A Lc4 IA Z. 4 A 4 Own.. 1J - ,1 L`Nr Ar 7b EXIST �sLc wau. s 7 9 or 4s Air L.Es /6,4.6i f c 4 4 c. Air L IN€s 2D .� W a Air Lis- 2A 3 A , AT Li, s )D R. 40 Per 1 merne A4C SU gnu � r-r —O I3 t r M 1 L -r. KA i-ru L,4 , 5a iii. : (ZcuL aef- it 14 :2kr IoH xA!it,:t { 16Y+ +3:d„'S y':i%Fp+qu it'ie -4,A 2AA're041.1 ?! ,13 "FY .,f4,41..41h4ft k EXPIRES 7/74/9 J 3 98 RECEIVED ��. • CITY Of TUKW JUM 2 91995 PERMIT CEDER V18 ou4 PRE'!1. 0144 ! adN°"', z.?'7 Ml! td,. ,h.<gr�;�t�,rt�s,:..y,;�a+: +•�: s; �: «,.•s. w w la 14 ✓ 1 vI 0 0 0 „ °r aea N h %hhr 12 11-1( t?t 4GG.Qivr't..d t 4r< 3/92 STRIA GTU Qtit i4oT t5-S 2 Ies i 4t4 i s 1,4 A4u4R.OA-7-1 a L vat 'lkt 1 9 9 4 LL& trod CR& & SIMeiL Arr4 l A Z$ -D,N( SrRx-l+at1J4 3000 Fs.' w-IFP R..c-«,G 5 tasa Pa Tb Aes1 A- 615 G.2 4-0 4-. Sm 00 -rtie- >a t� 1-142-e (" *R et c c z Al fb2 TO Mirky% A w1 ks: S. SOIL rie.A42.4.I 61 _p`3 L..ARE'(Zk : So it p s t! tZe- Dev 4 _.L s Lot Lem taeer- Zr psi __ ... _ v510 Lo : Arcruk1-- DEa-9 Le A 0 _`. Se►-smLc. U4c 0,1W 23 FL sable- 3 is 2.000 ps.F . 26r-E-TLE74 c6-: awsr. ustr 4-0 pc.f Maw. t true pa.Leic g.€ rain, J;s?st_t :; c a&ij?2w: }isv� i ,cam iu14 idtav? d &4dsu:t e'. ' .; .4 " RECEIVED-- " CITY OF TUKWILA . JUN 2 9 198- Fenn IIY CEI -cam( i PRi GcRa,4'1 a VI VIN W W W xxx {it nor .•C et ris-ari c,) Air 14 4 A 1. WtA-% Ye ti cam_ 12 v. 3.30/4 0..$4-9) n1►•► \I c ((Ill..' P 0 2 9 ` (uP LI &r) Wet } p -9- FadT,• 1. Tlu( 3►x_; 1.01 _ vete a� O,ar.3.or. 3.4s x I.c 1, 3114 �p 0e13€'S?k,- f.471 I(T �.. QtSa 2.a. 1,33. Gm a 2.37 7)L tIP s C.44 8' Sept L US*. Aro Ault/L. f 3S pt.� is D.135+ 3.31 t G.o 2.1 'tares 'Gtlk t'. P $ 13.30 -4- 3,14 -f- Z.- o -2- 0,7 - k r3044C4 . 914/ 1, 082 kF 4 mk G ,ate j_ o. 932 (1.33)112. G1 c 12 - 3 -l- i, v s $ 144 D, 932. k/rn.1 w _w. ____ k``� D. 82t D.827 g 12. .. s a, o-71 ,D7/ x 3 s 0,213 V's o. 931• (I, 33). y 1, 24, 4 • L Nr . 4 -' V4 1� d.. s."_0,040 612-)ca) Z 5,Z4 li dic » V RECEIVED CITY OF TUKWILA 6`( INsP L °�i_ 2-144y S1 Ant. is ,J4'- CA-t. MO 23.1991 9. 2 �4- w l� z 3 84- ^^ PERMIT O .R ti ttz, A Z o, S 4€4444- Iti R;"wC ot.yhfo;m1..4,0,r7i,k1kfp...f .,111 •;ti2;,y c't,'a.�r ,.r�• ..tm y } ;'.N�!i > y.. tl�:w ��.tzc9; �cr•.�,�mv.�n L N4 wow ___ N N N 000 noC4 - (4 - 01 CI 04 I 1?-11 wUs( p r-e-tC R,1rr ,_`49 tSTiK ;.r.., .3/9k �" 1 Lit ' L w �y CD p�u`oi- Act = 2, 641* PA s 0,40 [0. to k 0.10][035 •Fer C'- �74-) -F.. ASr p> - 191 USe Ste-. 2626 Cj) _9,224 2.SSC. 1 8C14. _ .45e . �- 4 -- M Q " LIs N 3' o F wt-1 4-4.4- -me Ato aer - 24xt6""-- PenEstm-. j,,i G 6 4Wicofra +( e CA, rt w Arty.. pw A -rb bus 1 L 1..‘,44.4- 05d-/-16% emu, pact, -rt, 40 p ... ItitArie sou. p sr,t s 4-. 3.3. _ .. • b. so' _.. r4. . 9.173 '.__ . O.24 it. d = $,bJZ s 4•cu.... ....vim z 1,J. ' y 2.3akfleck -/ V- 4.'k °.40V -0./73 O. 4./5) zf Z -- ©4 , s- k i f :_. tarn ,� ,, - o, l 9 Sx it Z 0.033 ;V 74146. it 4-e t i " 9. C. Ht' e / 7- . @ /JAS- ek tI 1 4- 0 1z" 0,c.. VFZ 1 -P. y�r`N^S ♦♦S!'i'�yr1!r�7f'�f.�eSi!„t!i!( a ;• f' i' Ktt,' S�w �Ni�! L. �kf- i• �h;{;:: xv .6^•�4-.',}, °kt��;'f1,4KS:1u.Y 2rt'�4.�NI�M7i^. • pECETUKWILA .11114, 2. 19. _ PERMIT CENTER lbw /372. ./98 5 r- ,��►,�es @ 113,41S,1. 4-G wvyz v P q.ogk (to rui ■uM• If (4u-t uft _ P y (.6)1 ( UPI Lam) /4010 1' P Z.22 k E yr rc. 3L K 3 -G x =e f'r(, DC. peD s tam- fib "w 16" o,i R = I.84� o. !S - 1.33 A. 1.33. 6.a a 54,441 - - -. std _._ Dd3S'x to, 4-? • fD.o �. $.¢� c roc. rar4 a- pnES -.44- S.ft) AC > V PL J,F{ r s 141 1" • -tea .. P 21.0 k - 4 .12.. z 1.71+ k s 4 < fi r u z o . ►� w 1. 4 _ &P.'s+ (i x o, I z) = D. 134:4- kg: rir = 4.744- C 2. l (,1) 2 Jt , 1.18 R Q A - s [.'8 K tL v.1G� 4-‘1. 20K o.S 'x 'i. y 0.141 co, 54/ k S, 4 1.1.f' fir _.eA- 0A.t.r 1001.,t P _ µ _ 2.82 6 147 41- 4- E. l.Z " f;k •)k'-( ( SLk(3 vALO - DEoT►4 C.cs 'O 5 4 4- ! N . vo6.- . k4 gent yrtig VVRA l9 ,'7 1-A z 0.20x 5. to 2D. 0 f' 9'K �� RECEI D CITY OF TUKWILA IN 2. 'Mg PERMIT CENTER ", �ji. 1' �'I^! YiHl.: h�`}? t: i7: Kr?'t h�' eV; ff.'.+'° 4,•. Ql'!!";:...<, F. o,:. n�, �K:3y�'K1e.jr�.,,�ritt��y�zv.,t �:�. k',�'riC2. ., ., ... A- (Z,owl.&-( RE-r- tiscArF) '04 &777 !...1198 Pal SCR- ark - LAti C( z 2. ! 41 - 0.17k 2.14- o 4 t/c 2- L\ -r oor 6441-,.(41_ F Li4t,drcr(•04 _. PTA J" Mkt— A z. IC. ZSL. �L l c Ast. 1;74 _ .. d- -' G J 7tfn ckt..s p,2 o JLoer.. -- -- _..12A s 0.24 [2,5s (0.6,2.4-)A- 4-0 k I. ,1 `ji,. p 4014 P Ust. V-6," K 3 G x ILO" Fo- •rime" Wtmn S - * 4- C-A . W,e.,.( -O p -_A140 ...osrbri, prk9 Ar x L4 Paco ht w t<nF q- 4i- C -1s .c4-cJ -r%Qnm ats @s— 2D - A-tio 3 D MAnc tat, .."LQ f 2s.3 -40) 4.31• CuPuer WV% Wiff t LOO 1 s- 4.0$ k E1TNeR• i7L42-. neceiVici __._ .. -at _ _ a:1s� !. S*,�(S. 0)1- m ....5. G3 14 _ ITTN-2 �9 P60 rs(01..4,_ • O. I . 5 r x ( 1.33) y 4. 1. 4-1 Ic -PEFINflr *Tam. LPre., 4- Piro is r,�.) ') C. _ 710k ak > 1. x t t.Fr S . " . ) t s s_ ' . / Z 7 ) . S,S s 11, 24-k-__ �._..._.. _ 14.;6144• kart CAA- \,001.0 = -73-3.41) . " to . f. �i 2;4 y 4913_ c.r h s 4- '). -73 l Gs.p) ks •k _.d I - C 3 4- /1 s1 - 13. s K j44.1.o W . I Z.aw L', I (leg/ — „-i 8714 f9E 1>61 c" w - I.gg9- (l.sxo. /S- o,Izx5,5) = 1,04. k.p YVl : /. JO ¢ (1. $33)''/2 g I. $ 55 A-1- R4,20 , = I. $S x 1z 0,o 4- Gk S. 4- Zox 0.$S A13.5 - ru�-4 -t_ ,� , s'x (.9. 09 4 = o, 47 • pei,JLq.5. 1, o ,,,..1- V4rc- 5 4- 4- EA-. L) Arc(' lb &1 K . . Ago 2. w_�- `f.... sue.._ ok at(' lsisPe-e.rLOV.1 V S4- s'Arvt As 6 Q, 6 4 �- - /4 -ts,/zJ7 . l ex4-0 p = kf 6,o3 k 611-0 .672 arg-. Xr2. /µTo wArt.,L t. Phis w a- pors-5,- 14)(44 ,psis? z ~ W O 0 • 0 wW H CO LL w 0 2 u. CO =a �w z = I-- 0 w~ w U _ Pito w L! 4-4.4- 1,�/��,c._ PE- OEST ,4 ,o -c. 2.e r rJ _ O D- o H- ___ 74,44 _� /,�c 4 @l 4- 2 . D`C• 14P = w 1,31415- 0. 4- a 12" es 1�1Aq (se- ruy F Jgd 4-8, / G �. ) w z U co 20_.'�_. JI : G. o8 k. o E- S.: o S 0 x 1:.6 " p4U w 0 s# 4 E- L1 Ay 111P 4 &Dmu. 4o . /4 1'x 1 "" PkO 6-sr wt ,e 4.- *6 Vtrznu-t.$) t 4 M lel 0 G.'_ vIN *S vnktic r tI (i.GAti . _._P.._=_..�.5•3� 1, COmp m1..4 vet c.M.. P d-. 3i k CvPuuf-) toot keI %. p : 6,o$1" 1(A 5.o .. 4.o 1. So1:PrG L.. 1714 A 2.0' Fro 'DL. = 19.15 x I. S" • S. o 4-.0 P 6- $7.4,,c;,.. D L _ D.. l � (. y .RECEIVED CITY OF TUKWILA JUN- 2 -9- 1998 -- PERMIT CENTER scvvAe p(.o€s•rA4 �ZrOwL &( 14E11 I ;60,- -._,14 Inc :x129 8 N N N W W su us .._ N N N „ -N .•hat aaty AAA Fro k•W PEQtvr,4 -c DL : 4. S + 3.3 '1. 20 ak > ). 5 x UpG,! Fr Low Sdtl. , 0 SCABS L - o 13Sx�2o.0- 4,0)g 5,S I. 114114 "T°ra'i- \leedinckt.. Low 25.3 `14- 7.8 4 II. a Y z 45. 01 IL tick., kietr I,04.0 Less •f G rIDL : 4o. 511‘ z 4 h c 40.57 /ao. : 2.02q kq' 5!14( ak 2,41. 9U&L ~w 6 VLSI C*4 W : 2.D7.41 o,/ 2 x S, s i,349 �CS o ►v4 1,369 (1.5-6)1 /Z = 1,540 k 1 ' co J ` 540 A 12 .._.�, /, un LL. —MO ids _ 6, 0'1 g 6w 20 x o.$Tv 13,5 .T3V'- firs : 5.0 x o,c718 = (9.39 Z= (o 'I- 4- P 2oJ Lpa 1,2z w.. F-0 zf- u Scf 6 4 4- ek . WM{ -r5- e AMn . 2 0 UN 9!~LE Aron 2 � —I. $64€44t lS t+C I'6%f I/ SP Lo t-I o H ww fee sSlri. Aer0 . A z C24-) I. 5l to w•'� u, o '• z z V S E Al.{ E- -i k 6.s. AenArl A 2 $a � • o m14.4 .� m� ids ,2.8a n^ Co novtoc 3,52y �.. C. YAK) 01.4 W. f SPEGTt.014 re2 khhR•t' Lc A.° gesISr, S OtSc USS 1.07-1 U4O g. ri0f6 4 Cqs 1�r1' 21) Acto 3o , soy cAuxt4 % 4. 4- EA. LJA( P A4-10 6. r 244)( 24" pv, EST ,orL w irk 8 at- 6 Vegrtcm,s 2, -4 [') Ties @ 6 ti LNC. 5 11) A-P+o 4-1) 3i +saiL�' 4di�U}1iiVV4ii4t' 010.fici,*.VU 4,1 7{R„idr' r'1 A v. 'I6fv t c.net.. P 3,3D 14 C Cow iritN \JOTI CAL p = 0.291` CuPur -r ) PIECED/ED • Orr( OF TUKWILA AIN 2 9 1991 -... ,I.f ,';ENiEN 7 got4LE.t( (L &C -R.1 2.4r --''.4 1 $rIK rI :.3`8, N N N ___ N N N 288 -eve --- 04 el CV Roar l P 112.y A- 3,otw 3.0 K 1.0 rte• wvia-- 2.4-4x IC DL o./6 1,0 x `3.0) 2 L 1.35 k PfeESrft- 'JL • O. ISx 2,Dx I.33, lo,O s 2.40 Pr&f- P6-0e-P-44- - ....pL s 3.-7,s4 �c 77 ..LJPLL r L0�4�?:__ Solt $r 5 X443 X :. 0.13 S-A (9.0 Z, t.-7),. 4,.o . 5,13 ' (• 14.n!!‘.- V l c am. 1 vAo :, 3.30 }- 3 13 % k _. 59-A-161 --- - -- 12: g- /_9.0 - ✓ �, 353 - ks D�C. �.i:W_ - DeslGi4 L ). 353 — ( /.ox 0./s- z 4.203 /' 5 -F _ 1, do 3 I. 3 33l7- %?. l . ob_g. k.' /' Gl - 12.0 — C3. -gu hes ....Z e0-91 ` 2,0x o. g� - • -- _- • l• �.; 250 . 4.7417 Q- P4Il tae- _04 � _AN . _.._.__... pen es rm. - S ers pL -06-pr c,. .a - . 14 Ir 4- A 1.156 3.o 3.o 4 Lfro Fel144 _. 'm4- 4- '4- 0, t &)Ar( MP A- ►,comoo• MI's... 24: x 14" reves-rArt- w` .. G . G ■kcR.rtcAt,s 4. it- 4- ® Q 4' ._. Etr.t w. &tht- 1.4 U.St ,6n't elP UW . F,Lx L 0 p1 or- 4-6 rGf• rcd? a4St SLAia 121- ' f4N<< r9'- �; Y};: t.: Si•. ",�k';• ?'vei�r:t;�vY..�,,;:�'': ,�'�° it ry OF TUKWILA JUN 2 9 1998 i -ERMIT CENTER Q,o W(&'( tait -21 tm fi T h,J +x5,33 /l3 psi Z!3 K S.3; 12 0. S63 k l' 12r O.saa /3 = 12,1k9k /, 12Q D.544 - 2/3 o, 3?9 k �. ,�ESls r. @ ge rr° USING A el-s-s toe ?less. a• 34o 8774 E9 lair r IDn jJ Pc le 3Gt. 9P) *Vat > p • 0.966 r 2,47/z z 1.28 Pk ?) n; 0,3 ?9 l<l' p,a u' o - p e-c- catrizzo a Z.0 '3M& SCrd -R # 4- C !Z oc.. pt i/ioC-S 0.20 „ L A 4 = .20x 20 4. oo k l" * >> l.JA -Lc. QH .Clb/ 4 Y /Ax Pe-1-0.c s @ 3,074! I3 irl,0L3 tD P 439. 3,07¢ - 0.119 x (3,074`3) _ 0. 381 k`!• D. 3g7 - 12. z o.o ,4.'' . - _ __ ___ - - 20 x 6.81 4.0 .ins )4 i'? Ais soot K tKIZ 2. 0,19 hilt!* 1%EaGT , o o kr x 9 02. z 0.1+ .1 the ,q-H J'M C<)M t, .3 rrNt # ¢ Q !Z " 11 ! G.4 *rare- ._... ^;i'.i,6i�r hi.N,IrldtiLdlt ::kCux'f, @;s%.kt.'�.!;i':i."h1S 9.4.� . tlti .,11;k ai+Y't tZ.. 40: RECEIVED. _ ITY OF TUKW(CA 2 9 1998 PERMIT CENTER • File: q&-o22(0 35mm Drawing# gm-- 9 ti;Oh=ii444 f.J'.+,' #;iii{'�A'd .;✓,i.'vi'GiX' .3.:+.ht ., J.`r�',`rt TYi•.: °.ti«,`+, �+:'i?rfM'si�e sz; 12/03 '98 13:48 ID:LANIERF0X3800 Department of Labor & Industries Contractor Registration Section PO Box 44450 Olympia WA 98504-4450 Ikat,L(L, ebLigal.a.4.:14.0Q0L. • Rcgitcrc kt ber IL icn Rov.) Al e5i •;), q Contractor: Your Certificate of Registration will be sent from the Olympia office and should be received within 2 to 3 weeks. Please keep this record until you receive your Certificate of Registration. FAX: PAGE 1 REGISTRATION VERIFICATION TEMPORARY Rig n (360) 902-5226 FAX (360) 902-5228 From Olympia Headquarters .t.eas-4R-1 Lk11--) Registration expires 1 //-*t F625-036-000 registration verification 2-95 Receipt expires eihlt 'Thank you ' Nt r .rte Lai Mid' I I t fit• GI�#,r. ' f..f � �, „_ ,.� � I •< �. ele r 6T • �•, , — r, .• is . I F, • /`VIII ,�/' ��� .. .' ..... .. , .. 'r • I F� . f��1��- ��Lrt ►t Z'' G� for ?-�,Y' '1111,iii..l'T r,�I� Ij�II�I�Iirr� i���i 1—IT ,I I i U CHINA 5l b.l £l Zl t���QL,,� 6. 8 � L 9 F,��'S b° ` £ -' Z � • ��-0 _ IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIILIIII JIIILIIILIIIIIII�IL .ILIIIILIiIIIIII III(_ iiiiliilil,( illl_ iiiiLlai: �Llilil, ►i1►l.iliiLilliliillliilllliiil � • 1 ti c H0 STEEL BSYSTEMS BUILDNG DPACKAGE BASIC BUILDING SIZE: SPAN _��- "x LENGTH 70-C)" x SAVE HT. 2 7 - fn„ ROOF COVER: H H R COLOR: GA LVAL 11 M 1- GA.: WALL COVER: HHRCOLOR: GA__35�_ LIVE LOAD (ROOF) P.S.F. COLL DEAO,,L MATERIAL WEIGHT SNOW LOAD 2s P.SF. SEISMIC. ZON DESIGN CODE: I9g4 WIND LOAD: so __ MPH EXPOSURE,�_ADDITIONAL LOAD: 8 a:-4 - ADDRESS: 'Joan, ff�z��� tgi GENERAL DES: 1. MATERIALS:" SIGNA I`IIN; HOT ROLLED BAR ;��;. ,� = -y ,F' ='50 ksi MIN. STRUCTURAL STEEL SHEET =. / 50 ksi MIN. STRUCTURAL STEEL PLATE; : `Fy = 50 ksi MIN. COLD FORMED SHAPES . ; +; A570 -` Fy = 55 ksi GR. D COLD FORMED SHAPES GAL V.) �A446 F - 55 ksi GR. D �, ROOF & WALL SHEETI G 1446 Fy - 50 ksi GR. D 26GA. ROOF & WALL SHEET)G ; ` A446 F y = 50 ksi GR. D 24GA. BOLTS , -:,. A307 & A325 y H C I STEEL PRODUCTS RESERVES :THE RIGHT TO SUBSTITUTE THE ABOVE MATERIALS WITH EQUAL OR BETTER GRADE MATERIAL 2. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE,, 325 UNLESS NOTED OTHERWISE. HIGH STRENGTH -BOLTS SHALL :.BE` -TIGHTENED BY THE -TURN OF THE NUT- BETHOD IN ACCORDANCE WITH THE LATEST EDITION AISC - SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A4 00 BOLTS'. A325 BOLTS SHALL BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE 'TURN OF THE NUT' METHOD. ALL BOLTED CONNECTIONS. FOR SHEAR / BEARING CONNECTION TYPE WITH BOLT THREADS EXCLUDED FROM THE SHEAR PLANE SHALL * -B� SNUG TIGHT ONLY, 3. ALL STRUCI l( L STr ' RECEIVE A RUST INHIBITIVE PRIMER. THIS PAINT .IS N IT ; ,r r -OR LONG TERM EXPOSURE TO THE ELEMENTS. 4. PREFORMED CLOSE RE STRIPS ARE PROVIDED AT THE EAVE BENEATH THE ROOF SHEETS. AT'i ENDWALLS BETWEEN THE RAKE TRIM AND THE END= WALL SHEETS AND � THE SIOEWALLS' BETWEEN THE EAVE TRIM AND THE SIDEWALL SHEETS. 5. ALL BRACING SHOWN AND PROVIDED BY H C I STEEL PRODUCTS FOR THIS BUILDING IS REQUIRED AND SHALL. BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE. STRUCTURE. IF ADDITIONAL BRACING IS REQUIRED FOR STABILITY DURING ERECTION. IT"SHALL BE THE ERECTOR'S RESPONSIBILITY TO DETERMINE THE AMOUNT OF SUCH BRACING. AND TO PROCURE AND INSTALL AS NEEDED. CUSTOMER RESPONSIBILITIES 1. IT IS THE RESPONSIBILITY OF THE ERECTOR TO PERFORM THE WORK IN A SAFE MANNER AND TO OBEY ALL APPLICABLE SAFETY CODES. 2. IT IS. THE RESPONSIBILITY OF THE CUSTOMER TO INSURE THAT ALL PROJECT PLANS, SPECIFICATIONS AND APPLIED DESIGN LOADS, FULLY MEET THE PROPOSED INTENT AS WELL AS COMPLY WITH ALL APPLICABLE REQUIREMENTS OF ANY GOVERNING AUTHORITIES, AND OBTAIN THE APPROPRIATE .APPROVALS AND /OR. PERMITS AS MAY BE REQUIRED FROM CITY, COUNTY, STATE OR FEDERAL AGENCIES. 3. THE BUILDING WILL BE SUPPLIED EXACTLY AS THE.H C I DRAWINGS` INDICATE. IT IS THE RESPONSIBILITY OF THE CUSTOMER TO ENSURE THAT $; THE BUILDING BEING SUPPLIED MEETS THE PROJECT REQUIREMENTS. 4. IT IS THE RESPONSIBILITY OF THE: CUSTOMER FOR OVERALL PROJECT. COORDINATION. INTERFACE. COMPATIBILITY AND DESIGN CONCERNING ANY MATERIALS NOT SUPPLIED BY H C I STEEL PRODUCTS WITH THE BUILDING TO BE SUPPLIED BY H C I STEEL PRODUCTS. THE SPECIFIC DESIGN.CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS MUST BE FURNISHED BY THE CUSTOMER PRIOR TO RELEASE FOR FABRICATION. OR THE DESIGN ASSUMPTIONS OF H C I STEEL PRODUCTS WILL GOVERN. 5. IT IS THE RESPONSIBILITY OF THE CUSTOMER TO VERIFY ALL DESIGN CRITERIA INCLUDING DEFLECTIONS AND .NOTIFY H C I STEEL PRODUCTS OF ANY DISCREPANCIES OR INCONSISTANCIES PRIOR TO RELEASE FOR FABRICATION. CUSTOMER API ROVAL ALL INFORMATION CONTAINED 'HEREIN HAS BEEN REVIEWED Lj AND FOUND TO BE CORRECT AND CONSISTENT WITH � MY INTENT AND PURPOSE. I. REQUEST THAT H C I STEEL PRODUCTS PROCEED WITH FABRICATION. I UNDERSTAND AND ACCEPT ALL_ CUSTOMER RESPONSIBILITIES. DRAWING RECORD DESCRIPTION PAGE NO. 0 ANCHOR BOLT PLAN PEB - i IA, . 0 ROOF FRAMING PLAN PEB- 3 SIDEWALL ELEVATIONS PEB- 4. O ENOWALL ELEVATIONS PEB- 0 CROSS SECTION PEB - A EARI I- = 'ETA(L - 'WDC -F C`-N Pik1 REV, 0 i S NE`°T'l 14-FR00 F STANDARD DETAILS PEB - STANDARD DETAILS PE3- STANDARD DETAILS . 6. THE CUSTOMER IS RESPONSIBILE FOR THE ACCURATE SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL IN ACCORDANCE WITH "FOR CONSTRUCTION'. DRAWINGS ONLY. ISEE ANCHOR BOLT PLAN FOR ADDITIONAL FOUNDATION AND ANCHOR BOLT NOTES.) 7. UNLESS SPECIFICALLY STATED OTHERWISE WITHIN THE H C I STEEL PRODUCTS PURCHASE AGREEMENT. THE FOLLOWING SHALL GOVERN: a THIS'BUILOING DRAWING PACKAGE AND ANY ACCOMPANYING CALCULATIONS REPRESENT THE PROJECT AS IT WILL BE. SUPPLIED. IT IS THE CUSTOMER'S RESPONSIBILITY TO REVIEW THESE DRAWINGS TO INSURE THAT THEY ARE CORRECT AND THAT THE BUILDING IS BEING SUPPLIED TO MEET THE PROJECT REQUIREMENTS. DRAWINGS RETURNED AS APPROVED WILL SIGNIFY COMPLETE COMPLIANCE TO THE CUSTOMER'S REQUIREMENTS FOR THE PROJECT AND THAT THE BUILDING. SHOULD BE SUPPLIED EXACTLY AS THE DRAWINGS INDICATE. b. ANY FIELD MODIFICATION OR ALTERATION. OR THE ATTACHMENT - OF ANY EQUIPMENT OR COMPONENT TO H C I STEEL PRODUCTS BUILDINGS STEEL BUILDING SYSTEM, OR THE OMITTED INSTALLATION OF ANY PARTS OR PIECES. WITHOUT THE EXPRESS WRITTEN APPROVAL OF H C I STEEL PRODUCTS SHALL VOID ANY AND ALL WARRANTIES.: REVISE AND RESUBMIT APPROVED FOR FABRICATION AS. APPROVED FOR FABRICATION FOR AFPROVaI. DATE I REVISION 18520 67th AVE. N.E. 'ARLINGTON, WA AS 23 . I iIi I ..I.i. -i11I i I l ' p INCH :..g,..,N ...,�., 5 CHINA t r; ,_ 6 5 b I. a t'.�.� :, .v .Y: 6 01 J �" ?T,, Y E z IIIIIIIiI IIIIIIIII IIII�IIII�IIIilllll�llll Illl�lllllll. Il�fllllllll�IIIII�����I�IIIII IIIIIIIIIIII. 1fllll. llilLIII, ILILIIIIIIILIILII�IIIIIIII !IIIII�IIIII DATE �s All �yID FNG -16262 tONALG � c) SYSTEMS W TY OF TUIN►IIIA J U 2 Iggg 0 NJ tr."'T CENTER ( S©) 423 5 -aa71 JOB N0. FAX (360) <35 -G257 4115 `fit IipliIliIi,lT T1I % ;j�I�I�;I'iltii�ilili�ilil�Ii,l. iii )iL,i- i�I����ihl,�Iili,i71 p INCH ' 1 j :3I, �w t. r . « :CHINA ( tf a a „ K 6 ' Sl t�l EL Zl IIIIIIIIIIIIIIIILIILIIIIIIILILI orb I'IIII IILI IILILfI. II: LJIIII- 11 :Illlil:iliiiili�lillllil.lil:f IIII�II�IILIIII, 111111 .ILi.,I�:MILLII(LIIJI_.I;II 11IIIIIIIIIIIiIIhIiI H RIGID FRAME:. ANCHOR BOLTS & BASE PLATES ---------------------------------- Frm col Anc. Bolt Base Plate (in Grout Id Id NoD(in) Wid Len k (in) 2 * A 2 0.875 10.00 8.750 0.500 0.0 2 * D 2 0.875 10.00 8.750 0.500 0.0 2 * Frame lines: 2 3 COLUMN LINE V FRAME LINE NOTES FOR' REACTIONS 1. All loading conditions are examined and only maximum /minimum H or V' and the corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads are in opposite directions. 3. Bracing reactions are in the plane of the• brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Building reactions are based on the following building data: Width (ft) = 56.0 Length (ft) = 70.0 Eave Height (ft) = 27.5/27.5 Roof Slope rise /12) = 1.01/ 1.0 Dead Load �psf ) = 5 Collateral Load. ( sf ) = 8.0 Live Load (psf • = 25.0 Snow Load (sf ) = 25.0 Wind Speed (mph) = 80.0 Wind Code = USC 94 Exposure = 8 Importance = 1.00 Seismic Zone = 3 5. Loading conditions are: 1 DL +CO +LL 2 DL +WL1 3 DL +WL2 4 DL +WR2. 5 DL +LL /2 +WL2 6 DL +LL 2 +WR2 7 DL +WIC 8 DL +LL /2 +WR1 +WS 9 DL +LL /2 +WL1 +WS REVISIONS RIGID FRAME: BASIC COLUMN REACTIONS 0.500 ------------- Column *Reactions (k )---------------- (k ) 8.000 Frame Column - -- -Dead - - -- - Collateral- - - -- Live----;- -- Wind_L1 - -- Id Id Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2 * A 0.24 ' 3.81 •. 0.67 • 5.24 2.07 16.33 -6.32 -8.18 2 * D -0.24 3.81 -0.67 5.24 -2.07 16.33 -3.92 -3.05 Frame Column -- Wind-R2 - -= -Seismic-L-- - Seismic_R -- - - - Live_R- - - Id Id Horiz Vert . Horiz Vert Horiz Vert Horiz Vert 2 * A 3.92 -3.05 -1.10 -1.04 1.10 1.04 1.04 4.06 2 * D 6.32 -8.18 -1.10 1.04 1.10 -1.04 -1.04 12.27 ' 2 * Frame lines: 2 3 0.0 1.4 -2.8 2.8 4 . B 0.9 2.0 ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS. .& BASE PLATES -------- 0.500 ------------- Column *Reactions (k )---------------- (k ) 8.000 Wall Col Horiz Vert WALL LOCATION Id Out -Of -Plane Frm Col Dead Coll Live Wind -Left Wind -Right Wd P Wd S Id Id Vert • Vert Vert Horiz Vert Horiz Vert Horiz Horiz 1 A 0.5 0.7 2.2 0.0 =0.8 0.0 -0.8 0.0 0.0 1 B 0.9 2.0 6.2 0.0 -5.6 0.0 1.4 -2.8 2.8 1 C 0.9 2.0 6.2 0.0 1.4 0.0 -5.6 -2.8 2.8 1 D 0.5 0.7 2.2 0.0 -0.8 0.0 - -0.8 0.0 0.0 4 D 0.5 0.7 2.2 0.0 --0.8 0.0 -0.8 0.0 0.0 4 C 0.9 2.0 . 6.2 0.0 -5.6 0.0 1.4 -2.8 2.8 4 . B 0.9 2.0 6.2 0.0 • 1.4 0.0 -5.6 -2.8 2.8 4 A 0.5 0.7 2.9 0.0 • -0.8 . 0.0 •• -0.8 0.0- 0.0 BRACING REACTIONS,PANEL SHEAR 8.285 0.500 Bracing (k ) 8.000 Wall Col Horiz Vert WALL LOCATION Id Id Reactn Reactn 8.000 1 B 2.6 3.5 LEFT' ENDWALL 8.285 C 2.6 3.5 8.000 2 2 8.1 8.9 . FRONT SIDEWALL 3 C 2.6 3.5 RIGHT ENDWALL 8.285 8 2.6 3.5 4 3 8.1 8.9 BACK SIDEWALL ANCHOR BOLT SUMMARY Qnt Lac Dia --------- ----- ® 16 EW 3/4" ® 8 RF 7/8" GENERAL NOTES FOUNDATION NOTES: 1. ANCHOR BOLTS, EMBEDDED • ITEMS AND FOUNDATION DESIGN ARE NOT BY HCI AND REQUIRE SPECIAL REINFORCEMENT. 2. FOUNDATION MUST BE SQUARE,' LEVEL AND SMOOTH. ALL ANCHOR BOLTS MUST. BE PLACED ACCURATELY IN THE POSITIONS SHOWN OR STEEL WILL NOT FIT. 3. BOTTOM OF ALL BASE PLATES TO BE AT SAME ELEVATION UNLESS NOTED. • 4. COLUMN REACTIONS ARE IN THOUSANDS OF POUNDS. 5. ANCHOR BOLTS ARE TO BE -TYPE A36 AND REQUIRE FLAT WASHERS. 6. REACTIONS SHOULD BE CONSIDERED SWITCHABLE WHEN LOADS ARE APPLIED FROM THE OPPOSITE SIDE, -- Wind_R1 - -- -- Wind_L2 - -- Horiz Vert Horiz Vert 3.92 -3.05 -6.32 -8.18 6:32 -8.18 -3.92 -3.05 Anc. Bolt Base Plate (in Grout NoD(in) Wid Len k (in) 2 0.750 8.000 8.285 0.500 0.0 2 0.750 8.000 8.510 0.500 0.0 2 0:750 8.000 8.510 0.500 0.0 2 .0.750 8.000 8.285 0.500 0.0 2 0.750 8.000 8.285 0.500 0.0 2 0.750 8.000 8.510 0.500 0.0 2 0.750 8.000 8.510 0.500 0.0 2 0.750 8.000 8.285 0.500 0.0 STEEL PROJECT: FREEZER ENCLOSURE DRAWN: DATE: FOR APPROVAL BUILDING CUSTOMER: ROWLEY REFRIGERATION MW 1 3 DESCRIPTION SYSTEMS INC. LOCATION: TUKWILA, WASHINGTON CHECK: DATE: VISIONS • �� II�`!IIj Ill: ' � i�' I', I '��I�I'I'!�'I`'I ±'I' Fj"T Ijl�l�I�I -'� INCH . 0 CHINA 5l� bl £l Zl �� • e JOB N0. PAGE: 38 1399 PE -1A A SPLICE PLATES & BOLTS Splice To Of Plate Bottom Of Plate. Plate Size Nark• Qnt T Dia Len Qnt Typ Dia Len Wid Thick Len th Sp— 1 4 A325 •0.750 3.00 4 A325 0.750 3.00 10" 1" 1' -10 5/8" So— 2 6 A325 0.750 2.25 4 A325.0.750 2.25 8" 5/8" 4--l' 7FLANGE BRACES: Both Sides(U.N.) FB —• L2x.075 N' ( n t0 1 i0 N i0 z I DESCI REVISIONS 3/4" 2 —9" i' -0 13/16" 1'-0 13/16" —9" 2 3/4" 1 12 FOR APPROVAL FOR FRAME LINE 2 3 STEEL PROJECT: FREEZER ENCLOSURE BUILDING CUSTOMER: ROWLEY REFRIGERATION SYSTEMS INC. LOCATION: TUKWILA, WASHINGTON Iirij. Ijl�' I' IhI'- 1 (L�i�iII�IIIIIIIII�I�II FIT, T1'i III` IIIIIIII�IIIIIIIi��. L— I_ IIIIi .lalisi..l.�li_.I_�i�Li.l -ii 0 CHINA 1 1 } ... , 2 3 b 6 5l t, 1. . Eiy Zl `' lla Ol' 6 8 L 9 Z ;'p N 1 t0 ' •I Q u I c i0 . I i0 I i� MEMBER SIZE AB in MARK WEB DEPTH WEB PLATE OUTSIDE FLANGE TxWxLEN INSIDE FLANGE T x W x LEN START/END THICK LEN GH r 162 2 �O �FC1� RF1 -1 7.0 7.0 7.0/ 7.0 7.0% 7.0 7.0/ 7.0 0.250 0.250 0.250 0.375 60.7 120.0 120.0 18.5 344" x 10 x - 119.5 1 x 10 x 199.0 1 " x 10 . x 8.9 1 x • 10 x 300.7 RF1 -2 151/25.1 25.1 /35.1 0.188 0.188 120.0 120.0 3/8" x 8 'x 325.5 11/4" x ' 8 x 324.4 —9" 2 3/4" 1 12 FOR APPROVAL FOR FRAME LINE 2 3 STEEL PROJECT: FREEZER ENCLOSURE BUILDING CUSTOMER: ROWLEY REFRIGERATION SYSTEMS INC. LOCATION: TUKWILA, WASHINGTON Iirij. Ijl�' I' IhI'- 1 (L�i�iII�IIIIIIIII�I�II FIT, T1'i III` IIIIIIII�IIIIIIIi��. L— I_ IIIIi .lalisi..l.�li_.I_�i�Li.l -ii 0 CHINA 1 1 } ... , 2 3 b 6 5l t, 1. . Eiy Zl `' lla Ol' 6 8 L 9 Z ;'p N 1 t0 ' •I Q u I c i0 . I i0 I i� ID • r 162 2 �O �FC1� ERECTOR NOTE:SIONAL� PECE WPoCS AM LWO ON TW UTr ENO OF MUM AS DENn• M= ISM SO EXPIRES PIECE MARK 5 N POSITION SNO" ON ERECTION ORAMNIM DRAWN: DATE: JOB NO. PAGE: MW 1/29/98- CHECK: DATE: 1399 .PEB- 2 f.. 1 REV. DATE DESCI REVISIONS 0 I N 0 •I co • N PURLIN LAP P -3 Tvp) Y -0" OUT —TO —OUT OF STEEL 23' -4" E -2 P -2 (TYP 'm pw 23' -4" E -1 P -3 (TYP) 1 ' MARK SIZE P -1 23' -4" •P -2 10x30Z 14 E -3' 10x30Z14 P -1 (TYP) E -2 0 E -3' 10x30C�I14 C8 -3 w J C9 Z Q • W Y PURLIN LAP P -3 Tvp) Y -0" OUT —TO —OUT OF STEEL 23' -4" E -2 P -2 (TYP 'm pw 23' -4" E -1 P -3 (TYP) 1 ' MARK SIZE P -1 10x30Z14 •P -2 10x30Z 14 P -3 10x30Z14 E -1 10x30C14 E -2 10x30C14 E -3' 10x30C�I14 C8 -3 ROD75q C8 -3 Av 2 E =1 'E -2 E -3. ' 2' -°i-- 2' Ott 2' 0" I ROOF FRAMING PLAN 16262 ERECTOR NOTE:SIpNAL % T'� ' TIE LEFT END MOM AS I PIECE IAW IS N EXPIRES O %I�TI SHOWN ON ERECTION DRAWINGS. g C. a STEEL PROJECT:: FREEZER ENCLOSURE DRAWN: DATE: JOB NO. PAG FOR APPROVAL MW 1 29 98 DESCRIPTION BUILDING CUSTOMER: ROWLEY REFRIGERATION � 'CHECK: DATE: 1399 � . P EB _3 ONS• SYSTEMS INC.. LOCATION: TUKWILA,. WASHINGTON rp-r ��I���r�� rl�i:illlil'jI'I! !.I'I�I�'.,�TT i U INCH ' CHINA, r 9l bl EL. Zl' I4t�,4;{ �� 6 `Y 8 L' 9 ``.,.00 �II( IIIIIi�iILLI1I .i�iIILIIIIIIiIIILIIII� hlll. ll, ll,, IIIILCI(1. �lllll•1111.�iilLLlilllillallil Iil. Ililii�• lilillillaljfl�lllll, 1. Il,i.Illillalilllillliiiillllil I j • LAP LAP • 7io • PURLIN OR GIRT OLTS 2" 0 AL30 PURLIN /GIRT LAP DETAIL NOTES: 1. ALL BOLTS 1/2" 0 A307 BOLTS. 2. LAPS VARY AND ARE NOT NECESSARILY THE SAME ON EACH SIDE OF FRAME. COLUMN OR RAFTER .WEB HILLSIDE WASHER FLAT WASHER NUT ROD BRACING DETAIL - - - - -- -- — — — — c o CLI ' EAVE STRUT (4 1/ "0 A307 BOLTS WITH WA EAVE STRUT EAVE STRUT o —o -------- - - - - -- • ERA3. CLIP &4�/ LT5 �JTH 3WASHERS) EAVE STRUT END CONDITION LAP LAP (2) 1/2- DIA A307 BOLTS o • o o • BOLT IN THIS HOLE ONLY IF BRACE DOES NOT COINCIDE WITH LAP HOLE FLANGE BRACE NFLANGE .1 E D ETAIL ID of wASyr� NOTES: 1. ALL BOLTS 1 2" 0 07 BOLTS. ��its2� 2. LAPS VARY AND AReM•NOT EACHSSSIIDELOF THE ON s 3. END FRAMES' HAVE GE tONAL BRACE ON ONE SIDE ONLY EXPIRES 07/27/f STEEL Pe °'EC`` FREEZER ENCLOSURE DRAWN: DATE: JOB NO: PAGE: FOR CONSTRUCTION ,M REFRIGERATION 1399 ' PEB- W 1/29/98 EN. DATE: DESCRIPTION • DArE: DESCRIPTION BUILDING `usT°'m :-ROWLEY RE cimcmm: DATE: REVISIONS REVrslorrs SYSTEMS INC. LOcATIoN: TU�KWILA, WASHINGTON 3A 2 r- C14 In W a v 0 n- AIIT TA AI IT AC clrcc*1 1 4 23' -4" 2 23' -4" 3 23' -4" MEMBER -4 G -4 G -5 G -5 G -6' G -6 G -4 G -5 G =6 BA -10 CB -2 G -6 BA -10 11 I t0 I co I r . I I PKG.# EC -3 RF1 -1 RF1 -1 EC -1 SIDEWALL SHEETING SIDEWALL FRAMING: LINE---a- 26 GA. HR �- p COLOR = o�c': 1-., E L � -SLOT G I 1 \Ts FOR ROD BRACT NC, 7n'—n OLIT —Tn —(SLIT OF STFFL I N J W Q a N 4 23' -4" . 3 23' -4" 2 23' -4" 1 MEMBER G -4 G -5 G -6 G -4 G -5 G -6 G -4 /G \5 G -6 BA -10 C -2 • /Z PKG.# EC -3 SIDEWALL SHEETING 26 GA. HR COLOR = 0 _ REV. DATE DESCRIPTION REVISIONS SIDEWALL GIRT 101 11 1 0 #12 x 1 TEK SCREWS SHEETING CLIP SIDEWALL ENDWALL GIRT CORNER COLUMN 0 0 SHEETING ANGLE CLIP (SA -10)� o o �(SCSS) o SIDEWALL GIRT BEARING ENDWALL CORNER N I r ENDWALL COLUMN ENDWALL GIRT ENDWALL GIRT i� O O = N ' • �° � ID JET m o o WASkr��� tSHEETING ANGLE, y i• (SA -10) I - I . . X18262 RF1 -1 R171 -1 EC -1 EN D WA L L ERECTOR NOTE: `�iS�iS`IER� ARE MED R ONALG �/1 -SIDEWALL FRAMING: • LINE A � � So r /150 17 PIECE I O E "N DRANK& IgXPIRES 07/27/17'7 STEEL PROJECT: FREEZER ENCLOSURE DRAWN: DATE: NO. PAGE: FOR APPROVAL BUILDING CUSTOMER: ROWLEY REFRIGERATION MW 1/29/98 DESCRIPTION NCOSYSTEMS INC. LOCATION: TUKWILA, WASHINGTON CHECK: DATE: 1399 PEB— 4 REVISIONS LIIrII_IIIILa.i.L_ III -LI�•t It llltltllllltlht.III ItItI. Lt' IIIII, IILPI� 'IIItIL.�I�.IIII_I.I.IrI.I I.i.�.i+IIIIII_I.Ii •I © INCH CHINA ,. 5 6 4L1; OL • 6. 8 L 9..; 5, b. E Z l�0 Illlllllllllllllllltlttllllllllllll .11llllltlt.I,Ilill,�IIII:I11( III► Illillll )tlllllillifIlll1Llliii'ililii ii`lil•�J.IJIa iLL) Itil. tit�.Llililllilllllilllllllllll , MEMBER TABLE D & A MA K SIZE RIGID FRAME G -4 8x3OZ12 G -5 8x3OZ12 G -6 8x30Z12 CB -2 ROD100 SIDEWALL GIRT 101 11 1 0 #12 x 1 TEK SCREWS SHEETING CLIP SIDEWALL ENDWALL GIRT CORNER COLUMN 0 0 SHEETING ANGLE CLIP (SA -10)� o o �(SCSS) o SIDEWALL GIRT BEARING ENDWALL CORNER N I r ENDWALL COLUMN ENDWALL GIRT ENDWALL GIRT i� O O = N ' • �° � ID JET m o o WASkr��� tSHEETING ANGLE, y i• (SA -10) I - I . . X18262 RF1 -1 R171 -1 EC -1 EN D WA L L ERECTOR NOTE: `�iS�iS`IER� ARE MED R ONALG �/1 -SIDEWALL FRAMING: • LINE A � � So r /150 17 PIECE I O E "N DRANK& IgXPIRES 07/27/17'7 STEEL PROJECT: FREEZER ENCLOSURE DRAWN: DATE: NO. PAGE: FOR APPROVAL BUILDING CUSTOMER: ROWLEY REFRIGERATION MW 1/29/98 DESCRIPTION NCOSYSTEMS INC. LOCATION: TUKWILA, WASHINGTON CHECK: DATE: 1399 PEB— 4 REVISIONS LIIrII_IIIILa.i.L_ III -LI�•t It llltltllllltlht.III ItItI. Lt' IIIII, IILPI� 'IIItIL.�I�.IIII_I.I.IrI.I I.i.�.i+IIIIII_I.Ii •I © INCH CHINA ,. 5 6 4L1; OL • 6. 8 L 9..; 5, b. E Z l�0 Illlllllllllllllllltlttllllllllllll .11llllltlt.I,Ilill,�IIII:I11( III► Illillll )tlllllillifIlll1Llliii'ililii ii`lil•�J.IJIa iLL) Itil. tit�.Llililllilllllilllllllllll , 12 oe -10 I . 6' =0" OUT -TO -OUT OF STEEL 20' -0" 16' -9" EC -1 EC -2 EC -2 ENDWALL FRAMING: LINE 1 56' -0" OUT -TO -OUT OF STEEL D 16' -9" C 20 -0 " 12 12 RA -10 cc I 2' -8" is e cu . cc = N l0 I is EC -3 WALL FRAMING: LINE 4 ' NOTE" FIELD SLOT C;IUS' FOR* ROD BRACI N C, 16' -9" IT 2' -8" is I i0 I t0 � I ip d- n i LAP C -6 PCB C -6 C -3 C -3 ENDWALL SHEETING & 'TRIM: LINE 1 ENDWALL SHEETING & TRIM: LINE .4 PANELS: 26 Ga. HR - PANELS: 26 Ga. HR REVISIONS I STEEL PROJECT: FREEZER ENCLOSURE FOR APPROVAL B U I LD I N CA DESCRIPTION CUSTOMER: ROWLEI' REFRIGERATION QNS SYSTEMS INC. LOCATION: TUKWILA, WASHINGTON rI- _ TI- I~ IIII11]- II�IIIiIIIIIIIII�I ,iT�ili��.��Illl�illlllil' III_ I. iiiliii .�.i,Lilili.� "il.11ili!_i..l..l 0 INCH :.7`jr` CHINA 1 I 2 3 4'` 5 6 ., �IIIIIIIII�IIIIIIIII�IIIIIIIII�IIUIIIII�II�ill, illl�lllllll( I��IIIIIl IIL�IIIIIIILIIIIiIIIIII�I )Li�l�liij %(hiiill .i alai. lillllli�illllllllllllillllllll lull � . NE 1 &• 4 DIA t N PP �3 5 3 4 16262 MEMBER TABL LINE &4• ERECTOR NOTE:1� MARK -SIZE EC-1 W8X1O EC -2 W8x13 SO ..NGS EC -3 W8x10 ER -1 W8x10 G -1 8x3OZ16 G -2 8x3OZ14 G -3 8x30Z16 CB -1 ROD6 5 1399 v ENDWALL GIRT CORNER COLUMN 0 0.. SHEETING ANGLE CLIP (SA— 10) __" 0 (SC88) 0 0 o . BEARING ENDWALL CORNER (Top ENDWALL 'C� f RT) CrF W S�tA r, t i 16262 ERECTOR NOTE:1� PIECE WM ARE LOCATED ON Nf LEFT END OF WEIM AS r�IVAI. a XTALED. 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I w JAMB JAMB M- DRILL GIRT .TR (C -13) BASE ANGLE OR CHANNEL -n oU-1 J DOOR ELEVATION . 1 /2» A 7n-7 M^1 T[- F-2 CLIP JAMB Il -1 /2» `-GIRT GIRT TO JAMB onIa DV -N U CA -33 V) 8C 12GA. w CL FIELD DRILL. GIRT . Ir"I'—GC -1 /-- FIELD' DRILL GIRT � !� CA -33- - I GC -1 is F -2/F -4 8C 12GA• ° -, � F -2/F -4 FIELD CUT & DRILL GIRT °' FIELD CUT & w DRILL GIRT oQ W oU-1 J U OU L�CA -33 S o -CA -33 FIELD 49-699_ FIELD LOCATE LOCATE 4-'- 6 "x7' -6" FRAMED OPENING (1 REQUIRED) WALL PANEL #12 x 1" TEK ,4" O.C. HEAD TRIM (R -13) INSIDE CLOSURE W/ BUTYL BEAD EA. SII H EA J/ HEADER DETAIL ;A -33 /2"0 A307 iOLTS N EA "0 FIN D BOLTS FIELD 8' -0" FIELD LOCATE LOCATE : 8'- 0 "x9' -0" FRAMED OPENING (1 REQUIRED) 411 LD DRILL 'T GC -1 /2"0 A307 OLTS JAMB JAMB TO GIRT BASE ANCHORS (NOT BY H C 1) CA -33 1/2" HEAD FBOLT JAMB OPEN IN STEEL LINE 1 1/2" JAMB. TO BASE JAMB JAMB U vID J FIELD , CUT WALL PANEL FIELD CUT #12 x 1" TEK 1.2" O.C. WALL PANEL J' #14 x 7/8 24" O.C. AMB TRIM ((C -13 #12 x 1" TEK 12" O.C. b ` BEND �AS ,SHOWN JAMB TRIM (C- 13) 16262 � 16 ; JAMB TRIM .AT HI -RIB JAMB TRIM AT LOW RIB I °NL ' c f ExPIHES 07/27/ 7 /ma/ FOR STEEL PROJECT: FREEZER ENCLOSURE DRAWN: DATE: JOB 'NO. PAGE: DESCRIPTION AL BUILDING CUSTOMER: ROWLEY REFRIGERATION MW .1/29/98 REVISIONS SYSTEMS LOCATION: TUKWILA' 1399. OHDO1 WASHINGTON rte.»_._...._.. ..�.�..� .. I I II I I I 1 1 1 1 1 1 .1 1�1 1. ..I i I I I 'I 'T V, P] I I I I I I I �� I I I:j 1 i F-1 FIT, I I I I I I I I i j I'I p INCH. CHINA 5l bl E4 Zly,I�1 iiilllilllllillilll111111111illilillullllli�IIIi11 ,IIilI(IIII�IIlliliilllllill III; IIIi�I_ I�illlllil�i` i���I��a. ���. i1, 1. �111��� ►_il�lllili►I�Illlllillll�l 0 0 REV. 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EDGE OF ROOF PANEL DETAIL "A" GUTTER PLAN VIEW EEO S;. �� E E L PROJECT: FREEZER ENCLOSURE ' UII+.L, D I N G CUSTOMER: ROWLEY REFRIGERATION 7:,. ,ti'�T'1"EIVIS LOCATION: TUKWILA, WASHINGTON i l I p INCH 1 �; CHINA 5 l b L 01. 6. ,. Iliiili�; iililllliililllilllllililiblii (iliililai�ill�li�lii(il i � III i111�1 i I ILIIIliiil� -�i1` � L L- ` ��° ii ili iil i..,. -.ii it i..._ _ii..ill�i11 IIl �IL���11�II- LI,�LI�I�IilI1111111iIlIII FIELD MITER GUTTER & RAKE TRIM AS REQ'D — Z 7 RIVETS n (10 REQ'D) J GUTTER END CAP RAKE TRIM GUTTER END DETAIL 0-01�lv IID J* EXPIRES 0 7I27Jy% ._i.. DRAWN: DATE: JOB NO PAGE: MW 1/29/98 CHECKED: DATE: 1399 GUTTER . tip, s 1 (TYP. s��ns • �I �-- GUTTER x CREW (TYP.) ALL PANEL GUTTER CLIP (3' -0" O.C.) EDGE OF ROOF PANEL DETAIL "A" GUTTER PLAN VIEW EEO S;. �� E E L PROJECT: FREEZER ENCLOSURE ' UII+.L, D I N G CUSTOMER: ROWLEY REFRIGERATION 7:,. ,ti'�T'1"EIVIS LOCATION: TUKWILA, WASHINGTON i l I p INCH 1 �; CHINA 5 l b L 01. 6. ,. Iliiili�; iililllliililllilllllililiblii (iliililai�ill�li�lii(il i � III i111�1 i I ILIIIliiil� -�i1` � L L- ` ��° ii ili iil i..,. -.ii it i..._ _ii..ill�i11 IIl �IL���11�II- LI,�LI�I�IilI1111111iIlIII FIELD MITER GUTTER & RAKE TRIM AS REQ'D — Z 7 RIVETS n (10 REQ'D) J GUTTER END CAP RAKE TRIM GUTTER END DETAIL 0-01�lv IID J* EXPIRES 0 7I27Jy% ._i.. DRAWN: DATE: JOB NO PAGE: MW 1/29/98 CHECKED: DATE: 1399 GUTTER . tip, op No. 2225•OG HASTINGS, MN. — LOS ANGELES — LOGAN, OH. — McGREGOR, TX. — LOCUST GROVE, GA. U.S.A • • i • ,1 Lai II HYDRANT T I I i__ Y • an C -C E- ',•2 r f'._s•t Ti: :6 P A v t STCit .. ' '� :. - • !t'.'C`; it. STO ?: '�'� = r 'E N ■ _rte • • T scr exlsr. a :'O. - - � . e GQ TO SHT, I O % \ L_L • 1.� -T ►_•n .', 11 ,, ri N8d' 1 2.31" r• \ '-r f � . + r�r - rte • -� ! . fit .� - �. •" I �•� • • ! S88' 12%31 `E 253.00 _ :I I r r'; - I • - I �CA1 r: _ 1� smw (.,'.511 '.:1 6" STORM DRAIN PIPE --- ... - - - - — I . I P l � - 1 i 1 S - "•1(' •_ ii ()OF \ I I FAST SYA,IR 4/ { III' C R/ N'„ E/E XIT I 1 •— I I 1 I EA.S ST P(A)P JC'LD FREE ) R BU, 'C r • • -- T XIS1 ING 6" SIORM [:RAIN ISTING- 6 - ��ROC` DRhN FIFE ";' E.. — CNDE'1S1NC) UNITS CLOD OkUC"TICN 4 " SWALE • anal MEM 2 i 1 v • :o r , rNi r 'pp -i i ! :Off V. 1- 'A.0L. IS FL41 I:~•s:i OiJ PRi:pERIN =R- E �.IS''I;; WILDING :;ROSS IRE :. 9` "' ? 'RC``:)S* D BUILD:1G c;il3 Aie, 'S s ;. F12 LOT AREA 4916 � r t GRr. ./ 1 COQ_ Rt QUVREMENTS ALL UES;GN AND CONSTRUCTIO''1 SHALL CONPtiRP.t iC THE t:NIIORM BUILD.% CODE, 1994 EDITION. GE.�i - ►tAi THE CONTRACTOR SHALL PROVIDE BRACING OR SUPPORT REQUIRED FOR TEMPORARY COMSTRUTION LOADS AND FOR STURCTUAI. CI`Mi'O1•IEN:S AS P.EQUIR :JD DJRRING ERECTION. UES i�;t LOADS — - LIVE LOADS: WIND: SEISMIC: FOU?IDATIONS A1 I.OWAf3t.0 SOIL I3C-ARIN( PRESSURE IS ?000 REFERENCE_ IS MADE TO EXISTING UU JING. - • Ii • • • • 13ACKU11. _ UNDER SLt.B -- 6" MAX. 1.jFTS COMPACTED TC 95% MODIFIE J PROC'OP L f•iCRE 111. CONCRETE SI-iA; I" ;'ONI ORM TO AMERICAN C NCR► TE '•I•iSTITi:TE S rAND RD 301, "SPECIFICATIONS IONS I OR STRUCTURAL C ONCRE: E FOR BU ii DINGS". AN AIR ENTRAINING ADP. IXT JRE CON CRI,!iN(; O UBC S`i). 26 -9 SHALL Th A:)DEC TO ALI CONCRI TE I X-PCSED ;0 EARTH OI? `! FAPI[R. PRO'::DE "; - !% ENTRAINIIE!) AIR MAXIMUM SWAP f 'r- 3100 AS'M ,A -F•'5 I)4 { Oi'MI.D R'RS GRADE AO ( V :S) { SV()i: • r3 Si-;11; I , LiRI! t OR SLABS ON rc 'III. S » . M _ ti`_ 6X6 : i 1.'. r1 'ii ;IOC) •') : Hi - i S* _ •'I'. :M;i't.. C3 C :" ii. :.(}yi `*'. ,•1�•'.l C O *'ICRE F. arcTi: • # AR N - - FORMED RF F FXP9SED ;C OR FART-4 - ROOF 2:; PSF (S40 W) 80 MPH, EXPOSURE B UBC ?CNi 3 - ',Ili 1• s:.CK CE:'o;.,T PER C{ ci' :M CRETE 2 .EIS: - _ S Vt= S r.J 11 I • , • MJ\. • _•• • )•% , j • a_ = ;%ik . I /•►'_ •'A••C- 2623 S; P.041. ;NS:'. R QuIRID : • STRUCTURAL � Es BF ,J GRAD:_. n)A i iriT1 cst OOTNi ;S r L • r I • � f - REVISIONS NO CHANGES SNAIL BE IMAOE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWEA OWING DMS:C'• ICE ReAS::0145 1111. REMISE A WI PJ'1 Cam• NC RAY PcL3]CE A Ornate . RA. i :• c •7 f PREFABRICATED METAL BUILDING PREFABRICATED METAL BUILDING SHALL BE DESIGNED BY THE MANUFACTURER. DESIGN CALCULATIONS & SHOP DRAWINGS ” SHALL BE SUBMITTED TO THE CONTRACTOR FOR APPROVAL. BRACING AND CONNECTIONS SHAL I BE DETAILED BY THE MANUFACTURER. INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED FOR CONCRE EE PLACMENT AND CONCRETE REINFORCING AND AS REQUIRED? BY BUILDING DEPARTMENT OFFICIALS. BUILDING WILL BE FULLY SPRINKLERED, SPRINKLER SYSTEM WILL BE UNDER A SEPERATE SUBMIT FAL. LLCM_ DE_CRIP T VON THAT PORTION OF GOVERNMENT LOT I SECTION 35 AND THE SOUTHEAST QUARTER O SOUTHEAST QUARTER OF SECTION 26 ALL IN TOWNSHIP 23 NORTH, RANG 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BE SINNING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1; T' -IE ?JCE NORTH 87'44'0E" WEST ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 1 , A DISTANCE 4;5.47 FEET TO THE 'RUE POINT OF BEGINNING; ING; ThENC[ SOUTH 0 WEST A DISTANCE OF 35.55 FEET I NORTH 88 "O8'21 WEST DISTANCE OF 2.53.00 FEET TO THE EASE MA GIUU Of ANDOVER PARK EAST; ;HENCE NORTH 01 EAST ALONG SAID EAST MARGIN A C.STANCE OF 37.33 FEET TO THE NORTH t!>'E C-F SAID GOVF.RNMENI ` .ENC1 NORTH O' "37'29' _AST O':C C 1!1} + : S1; NCr :)F , f !) f rr F #• :HENCE SOI'T+ 83 "12'3 EIS A D :S A;; {;; 0► J -00 FEET' •CF SOU 01' 1) 3 INNLr t,: {'I • -C . ` r i_ iRk:E PUNT - : 1 • , • a p • ft 4 4 . s G 1 l tN rs r© ou714 _' E : . MARC i f1 A SEPARATE PERMIT REQUIRED FOR: ( MECHANICAL dELECTRICAL "b PLUMBING n CAS PIPING OF TUKWILA l DIVISION ,` :,5' •1 ..tom _.ti ;;-R1= Ccs CITY Of TUKWIIA MOVED OCT 2 1 1998 ASFMB t env JUN 291998 PERmicenER it • o � La Q Z W 6 ANN" PET$CHLS • i • I • • 111 - ••••••,•• ".••`• ..••. — - .- -- -- • V �..._.__ .J• _ •_ • .w\ ,,. . - � ..�— - -•_.;-. w. • .. . -�� r _ � � act + - _ _ � .� :. - - ' .. - w. .. • �•� Irf••• - ••• •• -_w. •_ _ w -. -- - •.. _._.•• • _ — .... w • • • • EXISTING 6" STORM DRAIN r. re) EXISTING 6" _ I ROOF DRAIN PIPE ENTRANCE /EXIT I • I EXISTING BUILDING H 2' -O 1 ` - -STORM DRAIN PIPE CONNECT TO EXISTING 6" STORM DRAIN 18'-0" —4 D S3 1 111-2-1— E S3 -I 6" STORM DRAIN PIPE -- STORM CRA'N PPE CONNECT TO EXISTi ":-G 6" STOR'. ORF{N I ! EXISTING 6" ROOF f ORA:N PIPE \-- EXISTNG 6" STORM PAN 20' --0" - - - 6" STORM DRAIN PIPE PROPOSED FREEZER BUILDING 1 PLAN SCALE- 1/8- _1' -O' 0 N c0 18' -0" 1 PROPERLY LINE B 52 20' -0" 6" ROOF DRAIN — PIPE (TYP ALL CORNERS) A S2 ENTERANCE/EXIT � + •_ EXISTING BUILDING FiNISHED GFAU. _, 4 EA w ' -'_ 0 S. ' 3 ylls• DEPTH • EXISTING SLAB I • k 1. it__ :77 _-. _- _ mil{ _. Th a) t l "to - .. EASE SLAB Oir 1 14 0 t2'FA0 9 c' A8 Cry:.;, -; En PROPOSED FREEZER BUILDING --- 6" CONC. SLAB ON 9" RIGID INSULATION ON 5" CONC. SUBGRADE SLAB :__.1 SSCA• E: . /8" - -\l" rl' . V _ - -. $ t 1. FIN :SNI_[' GRA i. (MAI =XIS •R;1 0 '2 A - ' 1 / - I " ; GG 12 " OP W. s:-! 2 / S .� R!. N∎ JRCING - i _./ _ r - •WA,± STEEL. // ; '2" ‘7.0,4T. ! 1 Tl �I d S2 v S ?_ • 2' r j (�"/' T ftt• iON SCAL 1/2"=:'-0" \, C -•-� rID r .8- y G` E 8" EPS PANEL USDA WHITE ON ALL EXPOSED SURFACES S2 OCT 2 1 1998 �J NJ %tV EVILAG .� •, :�•• -% DIBaup 1h - have been reviewed by the Pub': W -lent for co*rforman ^e with current a . V 1. - �l of the d s : -1 fn.: . -- A dd tiofs, de!ci :..-.; 3 t -- - ...: rigs after this d�:, and will require a r.: :. f r • .:s f --r subsequent a:. F - • is subject to fled is , - Ct e I- , ..... utilities inspector. Er r an J ' ' CITY Of i LE fit..* APPROVED PEWIT CENTER Q CD Q Q Z W Q --J FINISHED GRADE #4 0 12" LAP WITH SLAB REINFORCING 2'-6" EXISTING BUILDING- .- 10E 1 COMPRESSIBLE JOINT FILLER. GLUE TO EXISTING BUILDING WITH AN APPROVED ADHESIVE WALL STEEL CONT #4 TIES 0 6" r 3- #6 VERTICALS EACH FACE 1 1/2" CLR 1 TYP I 1'-4" 2 6 CONCRETE SLAB WITH " 1 r#4 12" FA WAY SLAB MID DEPTH BOTH WAYS • COMPACTED STRUCTURAL FILL I.— 5 BASE SLAB WITH /4 4, 12" EA. WAY SLAB / MID DEPTH SECTION A-A SCALE: 1/2 1' -0" 4-- 14 TOP & BOT. PEDESTAL - PLAN SCALE: 1/2"=1'--17 NOTE: PEDESTAL 1A SHOWN. 4A SIMILAR I SEE DETAIL PEDESTAL & FOOTING 9" RIGID INSULATION S3 I La— 00 < —J 3/4"0 ANCHOR BMTS 3' -6" r• Q PEDESTAL & FOOTING Als '- 3/4 '0 CHOR BOLTS SEE DETAIL PEDESTAL -- PLAN SCALE: 1/2"=1'-O NOTE: PEDESTALS 1B & IC SHOWN. 4B Sc 4C SIMILAR 6" CONCRETE SLAB WITH #4 0 12" EA. WAY . 0 SLAB MID DEPTH / 5" BASE SLAB WITH /4 0 12" EA. WAY 0 SLAB / MID DEPTH' / COMPACTED STRUCTURAL FILL 9" RIGID INSULATION 14 TOP & BOT. BOTH WAYS SECTION B-B S3 SCALE: 1/2"=1'-0" 3/4 ANCHOR BOLT ASTM A307 r THREADED END ANCHOR BOLT DETAIL SCALE: 1 /4 0 12" i AP /SLAB RENFORC!NG n 2 -6" WALL STEEL CONT 14 TIES 0 6" 2» 16 VERTICALS I -- FINISHED Cala EACH FACE 1 1/2" CLR TYP _ _ —LA& Amok #4 0 12" LAP WITH n SIAB REINFORCING 2' - 6" EXISTING SLAB • 101 #4 WALL STEEL CONT. 5" BASE SLAB WITH #4 @ 12" EA. WAY 0 SLAB MID- DEPTH COMPACTED STRUCTURAL FILL SECTION D- D S2 SCALE: 1/2 14 0 12" LAP WITH n SLAB REINFORCING\ 7 EXISTING SLAB 14x7'-9" TYP EXISTING BUILDING 2'-O" SAWCUT WALL STEEL CONT. 6" CONCRETE SLAB WITH # 4 0 12" EA. WAY 0 SLAB MID DEPTH 4'-8" 0 - I E •• 5 BASE SLAB WITH 4O 12" EA WAY StAB MID-DEPTH SECTION E-E SCALE: 1 /2"= 1"--0" 9" RIGID INSULATION COMPACTED STRUCTURAL FILL • • S2 va• 6" CONCRETE SLAB WITH 14 0 12" EA_ WAY 0 SLAB MID DEPTH CITY Of RJKAILA Piffetit0 OCT 2 1 1993 rEmovaso AS tt.Iftl) • •• ascovio artemlog" 7 Si% : - • \. 4 •op I) t • (N1 rf) 4 ' S - - — CONCRETE FOUNDATION 1 1 • • • 56' CORRUGATED METAL SIDING CONDENSING UNITS -WALL MOUNTED EXTERIOR LIGHT FIXTURE / NORTH ELEVATION 1/8" = • I _t • EXISTING BUILDING EXISTING BUILDING 33 • • • • -! : • ;. • ; : • • IL . • • • . GRADE 4 - 1111111111111111111N1111111111111111111 111111111111 MIMI CORRUGATED METAL ROOFING ,. C sr r EAST ELEVATION ' i I PRE-FAB METAL STAIR 4111M111111.111•1101111111,. 1/8" — — — - - JR _ • •• - •••••str•IIG4% , " - I • WALL MOUNTED EXTERIOR LIGHT FIXTURE EXISTING BUILDING 4 CON CRE FOUNDA TION B 1/8" - METAL FLASHING V 56' 1 1 CORRUGATED METAL SIDING CONCRETE FOUND A TION SOUTH ELEVATION WALL MOUNTED EXTERIOR LIGHT FIXTURE 12 C■ rIN.1 i•1 T • (NJ f- • V. cijy ityKi •• AMMO OCT 2 1 538 mwhi r • • ...IL, • , T4 'Ns • - . • •••••• ••• - . AA. NFL RECEIVED IN OF 112(WILA 3 itii8 PEPAIT CENTER t • • • 4 19)&1174%4 t + . tail k C�) +re -ham - 4- krzit � I 1 •• t .1— t f t gip i r DECEIVED CITY OF' M YRA ycp 1 5 1998 PES1aTCENTER - 6frocod tA21%N. 49di IAA DECIDUOUS TREES Kat) . - + vacs! PLANT SCHEDULE oar. gun i i i 1 s SYMBOL QIAHTITY BOTANICALICOMMON NAME SIZE NOTES 3 UCUIDAMBAR STYRACIFLUA 'WORPLESDON / SWEET GU 2 'C. B&B. MIN. V HT. EVERGREEN TREES 12 THUJA OCCIDENTALIS'EMERALD GREEN / ARBORVITAE G-8' HT. B&B, FULL & BUSHY 7 THUJA OCCIDENTAUS'FASTIGIATA' / COLUMNAR ARBORVI 6'41 HT- B&B. FULL & BUSHY 2 PINUS NIGRA / AUSTRIAN PINE 6'-8' HT. B&B. FULL & BUSHY SHRUBS A 17 PRUNUS LAUROCERASUS'OTTO LUYKEN' I LAUREL 24 -30• HT 4* 0.C. ✓ 12 VIBURNUM DAVIDII / VIBURNUM 24-30" HT. 4' O.C. s a SPIREA 'ANTHONY WATERS' / SPIREA 24-3W HT. 4' 0.C. P 5 POTENTILI.A 'GOLD DROPS / POTENTILLA 24 -30" HT. 4' O.C. • • • co 11 11 • • 1 k '6 f4;17 2 o - Gobi er -064-6 -rop later W i, 1-16 47- tidf✓ 14 • ' -C • : {. o f �:; . •.s-:� • • Site Plan Scale: 1" = 2 CM Of !UMW OCT 2I 998. JAS WJkO BUILD'NG D" ; North • Mew T14 Q/p11•sta peaces M pan is Modes sec sdw•Ac p•1a.. 0*. V4J W &ad illitsboo0 . x•awes may levy. Cosigner noway .o aM or i - & Comma' VIM! Awe Omit ennver_liwt.e. - :o ewe spumy Odor O ••••pssitivs. ww. Alp r S. asr1 writ.. aglow or It - u L ft*. Mom w.ae.a. whew e.tssi•as aid s••••••••••- i _ ri ri i�. >* ..•- • -._.t_ _4 IP L1 S r s 4 I I 1 • • I -HP& 07ft/4 a 7+: a t- te.# .11 • RECEIVED CITY OpTUKWILA S E P 1 5 1998 PERMIT CENTER V*f. Gktiya i i i tethrrNI‘ -1-0642441 fi° 4i 1 SYMBOL ti A V S P -.. +1St. Lititevil #.041E (/) +0 41041 t r at T lia 0.•••••■•••1 •••••••■••••••• +- M •••••••■•• -- 9 DECIDUOUS TREES •••• QUANTITY BOTANICAL/COMMON NAME —.f•• ••••••+ ••••••••• PLANT SCHEDULE SHRUBS 17 PRUNUS LAUROCERASUS LUYKEN' / LAUREL 12 VIBURNUM DAVIDII / VIBURNUM 8 SPIREA 'ANTHONY WATERS' I SPIREA 5 POTENTILLA 'GOLD DROPS' / POTENTILLA EVERGREEN TREES 12 THUJA OCCIDENTAUS 'EMERALD GREEN' / ARBORVITAE 6 =8' HT. 7 THUJA OCCIDENTALIS 'FASTIGIATA' / COLUMNAR ARBORVI 6'4' HT. 2 PINUS NIGRA / AUSTRIAN PINE 6'4 HT. AgE 24-30' HT. 24-30' HT. 24-30' HT. 24.30" HT. ....� ...... ...r- - 1 i 1 3 LIQUIDAMBAR STYRACIFLUA 'WORPLESDON' / SWEET GU 2 "C. B&B. MIN. 8' HT. n - I • id iNl aJ t-+_Js-� �rrt4 piitos Am3f ZN o -row Mme- iJiI • «tiL .-i ( &...l) NOTES B&B, FULL & BUSHY BBB, FULL & BUSHY B&B, FULL & BUSHY 4' O.C. 4' O.C. 4' O.C. 4' O.C. . . . • Site Plan CITY Of TUKWILA APPROVED • OCT 211998. AS NOTED Scale: 1" = 2 '7' North • . ... ... �� - . .tee- -S ...10 • : NOW Tao 063m1sesn GOON in sus are is use t 0%MI*06 Pow, 9I. vor - �w4 " s V wit Cosigns/ S mesas 0 t gap/ used a 'basis& Commis _. d! - dont sho los ees sap . adoloncepoo is ��-Pfoo War IM wing swam* deftest cc 0Mto il�io*. . - Waal G b fi s M �. oas a - - . s. • - �y :r. - -! • • . - . . • .. . ..:..•-.: *. • .. i.:_v • t . 1` • .1 • • 4 • wto 0 NORTH GRAPHIC SCALE ILl 20 (1IFEET 1 ith- 10 ft ;t MATCH EXISITNG INVERT PPE SUPPORTS 3"x.090" AT 2' O.C. MAX SPACING - -FIRE HYDRANT ROUND GRATE COVER — 7 MARKED "DRAIN" WITH ' LOCKING BOLTS 49•75' 0- MATCH EXISITNG INVERT EXISTING PARKING SAXON DRIVE J r . HANDLE TOP CAN NOT BE SUBMERGED, INTERFERE WITH COVER OR OBSTRUCT ACCESS 1 100.75' VgEnt&N r EXISTING SD L _ 9 SPACES 8-FT ' XIS TIXG TYPE 2-48" CATCH BASIN WITH OIL/WATER SEPARATOR NOT TO SCALE TYPE 2-48" CATCH BASIN WITH OIL/WATER SEPARATOR MATCH RIM TO EXISTING GRADE SEE DETAIL THIS SHEET 1_ • =WATER SEPARATOR NOTES: I. PIPE SUPPORTS AND RISER PIPE SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT V MAX SPACING BY 3" DIN.1. STAINLESS STEEL EXPANSION BOLTS EMBEDDED 2" IN WALL. 2. OUTLET PIPE SHALL BE GROUTED INTO CATCH BASIN AND CONNECTED TO STORM DRAZIAGE PPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PPE, OR GROUTED INTO THE BELL OF CONCRETE PPE, OR CONNECTED VIA Ni ADAPTER TO PPE OF OTHER MATERIAL 3. THE VERTICAL RISER STEM OF THE SEPARATOR SHALL BE DE SAME IMAM. AS TIE HORIZONTAL OUTLET PPE OR WITH AN 8" PAIN- DIAM. 4. FRAME AND LADDER/STEPS SHALL BE OFFSET SO THAT A. CLEANOUT GATE IS VISIBLE FROM TOP B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE C. FRAME IS CLEAR OF CUB. • —j I rIUMPSTER SCREEN- 9`--0" • in 7- 4' HIGH LOADING DOCK EXISTING BUILDING N88* 12'31"W 253.00' . .■11••■■ S88° 12'31"E 253.00' •••=1.111 EXISTING 6" STORM- DRAIN PIPE EXISTING 6" ROOE- ER?! PIPE \ EXISTING 6" STORM—, DR; PIPE 20' U) r 4 EXISTING 6" ROOF- DRAIN PIPE • 2' i i ; ' ENTRANCE/EXIT TRANSITION TO EXISTING DRIVEWAY Li MINIMUM GRADE 1.0X PROPOSED FREEZER BUILDING REMOVE WASHED ROCK PARKING LOT SURFACE AND REPLACE WITH 4" CSTC 56' CONDENSING UNITS TYPE 2-48" CATCH BASIN WITH OIL/WATER SEPARATOR MATCH RIM TO EXISTING GRADE SEE DETAIL THIS SHEET FILL EXISTING DITCH CEMENT CONCRETE DRIVEWAY 6" THICK DRIVEWAY DETAIL NOT TO SCALE EXISTING DITCH 1 1%2 CONNECT TO 1 EXISTING CMP • • I I 0. 0 In 8' fl 20' DRIVEWAY 20' EXISTING DITCH FILL EXISTING DITCH MATCH EXISTING / DRIVEWAY GRADE 2" CRUSHED SURFACING BASE COURSE MIN. COMPACTED DEPTH q B4)2:240 City to AMMO OCT 2 1 1938 AS • RECIENR) WY OF TUKVAA 3FP 5 IA PERMIT CENTER DATE: z 0 l = f-' o 2 < LU N Lu w IL. FLE HALE: PROJ. 95-00101 DRAWN BY: DESIGCD 9Y: MP CHECKED BY: w 9/14/98 HOR SCALE: r-10* VER SCALE: NONE qr. Iii 0 SHEET 1 027/0 I 4 E reasrmirmaremarrorrasamappiamm••■••••• AY, f i s I 1 a t- • RECEIVE! CITY OFTUKWILA S EP 15 1998 MUM` CENTER t .•••••r ••• ••••••••••• ••••• fir. u�.+tia. A V S P i i i VIC 4%44 6# c 0 (it 11 ••••■••••• •••••••••••• �x 1 }1 oviim SYMBOL QUANTITY +6. laitui 4=toseilf, (1) +rvisAW maul& J DECIDUOUS TREES i i i • •1••••••• PLANT SCHEDULE: BOTANICAL/COMMON NAM SHRUBS 17 PRUNUS LAUROCERASUS `OTTO LUYKEN' I LAUREL 12 VIBURNUM DAVIDII / VIBURNUM 8 SPIREA 'ANTHONY WATERS' / SPIREA 5 POTENTILLA 'GOLD DROPS' / POTENTILLA Nr. room owe' /SUP '._. ••••■••. Kro) tenitrA SIZE 24.38' HT. 2440" HT. 24-30" HT. 24•38" HT. ( i i i i i 3 LIQUIDAMBAR STYRACIFLUA WORPLESDON' / SWEET GU 2 "C. B&B. MIN. 8' HT. we EVERGREEN TREES 12 THUJA OCCIDENTAUS 'EMERALD GREEN' 1 ARBORVITAE 6'-8' HT. B&B, FULL & BUSHY 7 THUJA OCCIDENTALIS'FASTIGIATA' / COLUMNAR ARBORVI 6=8' HT. BBB. FULL & BUSHY 2 PINUS NIGRA / AUSTRIAN PINE 8'4 HT. B&B, FULL & BUSHY . 1 7: AP e kl I • dWt ALL - 1 - rarts (vo•JO, NOTES 4' O.C. 4'O.C. 4' O.C. 4' O.C. S • • • to , • • id 1-6.4 ti.marit4 tev6 e -roP I444 *j Mll M • Site Plan Scale: 1" =2D' North • • . • J - • .t.. i �w +tom ,. • .• `. _ • • • • • • • r .• r. . ;C aw=l. r ti • . •• • • Now Tito Intonmhcn Oolong in Ova san s$ woodo• bt schilmOIN Palma. WA *Oust Owl/Iwo. Md • . . - :•.ram'• may 'soy- Cooper rnu. *mow. no not. f ptmsst0 0+ inMIs Convenor eneliet slat t a+ 0 ' - asgw •cat is seism :sya r pn•r » IpOisIl•M,1 Mew refer M r• tkAR appormil doli -Mt if 011110111KOWIRIAPP. WWI asanaa•o.lommal Wagons and lostasasiOno. - -. . s r f w_ • ••• .. w.. • ..L •• .J• • 5 •• .. • , I • 4 • • L1 •r; .t J a 7 S 0 C N FEET ) l ice+• 1 Oft- NORTH GRAPHIC SCALE i 20 ZIO N n • co O z co N M) i 1 MATCH EXISTTNG INVERT PPE SUPPORTS 3"x.090" AT 2'0.C. MAX SPACNG - FIRE :t'(N <ANT • \i ROUND GRATE COVER---7 MARKED "DRNN" WITH I LOCKING BOLTS / iA I 49.75' S 'EMIU CATCH r AS!N � S A,R GATE MATc i EXISITNG INVERT SAXON DRIVE HANDLE TOP CAN NOT BE SUBMERGED. INTERFERE WITH COVER OR OBSTRUCT ACCESS EY!ST�NG 100.75' SD EXISTING P,RK :E: 9 SPACES 8-FT - - --- - TYPE 2-48" CATCH BASIN WITH OILIWATER SEPARATOR NOT TO SCALE TYPE 2-48" CATCH BASIN WITH 01L /WATER SEPARATOR MATCH RIM TO EXISTING GRADE SEE DETAIL THIS SHEET T u) M i i ;c! j 101 0w 17; F• I � i 1 OIL/ WATER SEPARATOR NOTES: 1 PIPE SUPPORTS AND RISER PIPE SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT 2' MAX SPACING BY W' DMAM. STAINLESS STEEL EXPANSION BOLTS EMBEDDED 2" IN WALL. 2. OUTLET PPE SHALL BE GROUTED INTO CATCH BASIN AND CONNECTED TO STORM DRAINAGE PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PPE. OR CONNECTED VIA AN ADAPTER TO PIPE OF OTHER MATERIAL 3. THE VERTICAL RISER STEM OF THE SEPARATOR SHALL BE TIE S*€ DIM. AS TIE HORIZONTAL OUTLET PIPE OR WITH AN 8" MIN. DIAM. 4. FRAME AND LADDER /STEPS SHALL BE OFFSET SO THAT A. CLEANNOUT GATE IS VISIBLE FROM TOP B. cute DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE C. FRAM iS CLEAR OF CURB. EUMPST.R SCREE - rtJ :jT Q' - 3" r 4' HIGH 'LOADING DOCK EXISTING BUILDING - .Cr..�eJN7L N88° 12'31 "W 253.00' S88° 12'31 "E 253.00' EXISTING r" STORM- - DRAN PIPE EXIS 'i 1G Z" ROOF-. _ P . P .- 1 EX!ST a CTS+ t / - "‘E.S ' S3 :r:T= 20' .� - ''• l`�CrC R 'ti•'� -. f: T r s - T - Al - R - 1. i EXISTING 6" ROOF - - -' L DRAIN P!PE 2' ENTRANCE /EXIT TRANSITION TO EXISTING DRIVEWAY ___.--- MINIMUM GRADE 1.OZ .\ PROPOSED FREEZER BUILDING 1u 56' REMOVE WASHED ROCK PARKING LOT SURFACE AND REPLACE WITH 4" CSTC CONDENSING UNITS N[�;L FSr INt1 tp CEMENT CONCRETE DRIVEWAY 6" THICK FIl1. EXISTING DITCH TYPE 2 -48" CATCH BASIN WITH OIL /WATER SEPARATOR MATCH RIM TO EXISTING GRADE SEE DETAIL THIS SHEET DRIVEWAY DETAIL NOT TO SCALE CONNECT TO EXISTING CMP VI L_ 7XISTING 1 8' r U I r These ph' have been reviewed by the PubIl. Works I' ':ent for confoif • - ,-. I +r Cli!!rnt City si Accef:tanc. I 8r : ,I • :ch du ncl a& ac c� , or ordinanc to i ,.1acy of the desig i Or " - r 1 4 , • • . ► deletro.�.. . • 1. Hu :,c drawings afte this date rri vc • ; :;is acceptance and will squire a rem ut, • .. :,.1 of revised dr :riings for ubsequent apprc•,jai. • - I:1.. rice is s bject to field inspection by thi 1 . - sic 1'!orks uli ities inspector. t)2tG: 10 lfo �'�� a i cn 20' DRIVEWAY 1 r ! I '� FILL d EXISTING , DITCH ! I 1 1 " ATCH EXISTING •DRIVEWAY GRADE r� 2" CRUSHED 'SURFACI,NG BASE COURSE PAIN. COMPACTED DEPTH cf4“ 11"41A Da - rs i,. rh to Z 0 s z 8o 5 2 < a. V w w N ..... tL W Cl/� w U- Z U) LLL 1L' 1 a I ! I FEE NAME r k a_o PROD. No 95- O0 DATE: 9lI4 /9a DRAWS BY: DESIGNED 9Y: DIP CfECKED BY: HOR SCALE: r- o' VER SCALE: 1M SHEET S a of a m s 4 Nia 1 tA147 fit litmiZZ 1 1 1 • SYMBOL QUANTITY �rs�•� 4t1441 • 6 I*I i •••••• •••••■•• J10144 PrAskt, •••■••••• •••••••••••• i-gt.10.641.1 44'1 zit t • [ ••••••• ■•••••• 1 1 1 1 DECIDUOUS TREES ••••• + 1,1,1 PLANT SCHEDULE SHRUBS A 17 PRUNUS LAUROCERASUS'OTTO LUYKEN' / LAUREL ✓ 12 VIBURNUM DAVIDII / VIBURNUM S 8 SPIREA 'ANTHONY WATERS' / SPIREA P 5 POTENTILLA 'GOLD DROPS' l POTENTILLA ••••• - war-. ••••••••••• •■••••••• -s-radt, vi BOTANICAL/COMMON NAME SIZE 3 LIQUIDAMBAR STYRACIFLUA WORPLESDON' l SWEET GU 2 "C. •■ 24 -30' HT. 24-30" HT. 24-30" HT. 24-30" HT. • 1 1 1 1 1 kor- • IN 14a4 B &B, MIN. 8' HT. EVERGREEN TREES 12 THUJA OCCIDENTALIS'EMERALD GREEN' / ARBORVITAE 6'-8' HT. B &B, FULL & BUSHY 7 THUJA OCCIDENTALIS 'FASTIGIATA' / COLUMNAR ARBORVI 6'-8' HT. B &B, FULL. & BUSHY 2 PINUS NIGRA / AUSTRIAN PINE 6'-8' HT. B&B, FULL & BUSHY NOTES 4' O.C. 4' O.C. 4' O.C. 4' O.C. 0 « ... ...IA:. - 4 • .17 -..• . • • t �� •:-, -- • - - _J. i- _'.i - - • ! • . f • • •:• :[ • . , .;; - . w•�N i !• '.4 • • 41 ••••••.1.../ r; f•• -- 4 V :,_.. . 1 , . • • 1 • j am . �f • • - • -1: -t. 'it- IAI *7 4 s�� Zr he G r - � am t4 ' -t' Tc -� - 4 • - - - • • f , . • • ram. _ .J. * - - a, r c ' • ',.14 %;,;.#: wi • , % • - 1 . 9t-iebap bq S C Z Zty r • • : . . . ,. lc :1 , rat _ : : V :. } i. A • - .- � p - ,.• e p _ - • . -- • e •: � .3r � K . �1. .. .. '.- •.10 •.fir • • #.6 • • s 4 • *- if) f lvr# 417t1:0 t i 4 i -+ Ampal- ._ • • pow c_+4:# � ..__ ..__... f�c i i KAY„ �rsuWµGl SYMBOL. S P \-41)- QUANTITY �x ,r1rn1 t L, i i r.. l..leal �_ �( f s 4 9(J •0I• J DECIDUOUS TREES i i i • • /42.4=.445-- 'mot PLANT SCHEDULE SHRUBS ! A+JROCERASUS'OTTO LUYKEN' / LAUREL !2 VIBURNUM DAVID!' I VIBURNUM 8 SPIREA 'ANTHONY WATERS' / SPIREA 5 POTENTILLA 'GOLD DROPS' 1 POTENTILLA •• BOTANICALICOMMON NAME BIZE 3 LIQUIDAMBAR STYRACIFLUA 'WORPLESDON' I SWEET GU 2 "C. EVERGREEN TREES 12 THUJA OCCIDENTALIS 'EMERALD GREEN' / ARBORVITAE 6'-8' HT. B&B, FULL & BUSHY 7 THUJA OCCIDENTALIS 'FASTIGIATA' I COLUMNAR ARBORVI 6'-8' HT. B&B, FULL & BUSHY 2 PINUS NIGRA / AUSTRIAN PINE 6=8' HT. B &B, FULL & BUSHY • . 14.14 4ijt• r AV(2 Z O 1 1 T . A419 .-row • ., rt 0,1,11 ��.-.) 24 -30" HT. 24 -30" HT. 24-30' HT. 24-30" HT. 0 {4 1 i i i • 11 4 re. .f. NOTES B &B, MIN. 8' HT. 4' O.C. 4' O.C. 4' O.C. 4' O.C. .; " • ; �. • • • p • Lf • .' T 1 . • (` • 4 • • T • ' 2 .2) 2 { r d • 1 ii111•■••• 11••••••••• 1 • • • • • �• .. . 1 • • y - • • . • . i i • _t • • . • • • �+. r• • . - - Y D it outo •. Scale: 1". =20'- : .1 - • • 3 ' f e: ZS i • • Ib • • -e• • '� • ' ' - ••1 ... • : • a. • . . •f • t f .• • • • • ti. • • . s • _.. J • • . : • - - • ` • _ „, - _ . :. = MOw Th. 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