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19009 61st Ave NE_3615_2026
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D. 6�6 Tax Acct . # • '/L� - —O/ l�On Property Address : / OD J Legal Description: Owner:Owner's Add ess :_ - Builder : "_� !_ Lic . # Builder's Address : Architect or Engineer: _ Applicant' s signature: r 1��J �r/✓�e� - agent) Permission is hereby granted to do the work described, according to the approved plans and specifications pertaining hereto , subject to compliance with the ordinances of the City of Arlington and the State of Washington. The following is a breakdown of your permit fees . 1 . Plan Check Fee(341 .83 .00) . . . . . . . . . . . . . . . . . . . $_ Q.� pd , CR# 2 . Building Permit Fee(32.2 . 10. 00) . . . . . . . . . . . . . . $^ 3 . Plumbing Permit Fee(322 . 10.00) . . . . . . . . . . . . . . S �• �� 4 . Mechanical Permit Fee(322 . 10 . 00) . . . . . . . . . . . . S . Energy Fee (386 . 00 . 02) . . . . . . . . . . . . . . . . 6 . State Fee (386 .00 . 01) . . . . . . . . . . . . . . . . 7 . Water/Sewer Fees (see attached breakdown) . . . S �7C�CJ• g . . . . . . . . . . . . . . . . . . . . . . . . . . . . S / 9 . P A I D �` '_ �� C R # 113 B Y � ISSUING OFFICE PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING ALL PROPERTY LINE LOCATIONS AND RELATED EASEMENTS . NO OCCUPANCY PERMIT WILL BE ISSUED UNTIL THE INSPECTOR HAS APPROVED THE FINISHED STRUCTURE. yL.. ors '�"Lor✓L 0.� �� N 0 T A y T 1 O A 3 0: Y 'T T � A $ 9 fil a T T 0 M!,T a R 0 wit11 t*-A" en kvcl.1ftl erfy 66 �ov rat�mzaa � mkmoo .,.w@.vdASf .. m^-rr � f: A »JL i i 1 Ac'.t�1D!>A t I W-*nWhAnom, InI4t I t ry��n�ra� '] i4ltsrim�ll C. 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List lt*O19qA P.Ait: IiorL),nupci aH-. .11TH�f amua.-iJ jo J Itit TIMOq .14RUT- INTI UMA$ MIN i l &) IV 5 Z1,V1 t5 -(-" in ,f 60 i�/0Cd 5-i dIA,*l ,.-. I SivOHitlMISH HEALTH DIS 11�-� Environmental Health Division Courthouse, Everett, WA 98201 153105—4—012—0 0 0 339-5270 _ II„ (Property Tax Account Number) I _ / APPLICATION FOR AN ONSITE SEWAGE DISPOSAL,PE- MIT ®New ❑Renewal ❑Redesign ❑Repair ❑Alteration ❑Alternative Applicant Westar Properties Phone 435-8581 Mailing address P.O. BOX 3339 city Arlington Zip 98223 For installation at -61st Ave NE Arlington Airport city Arlington Sec. 15 _ Twp.31 Rg. 5 Legal description Arlington Airport Lease Tracts Short Plat/LLS No. BLDG 118 Lot 28E : Plat Lot Bik. Type of Building: New X Existing SFR Duplex_ No. Bdrms. Commercial X Other Water Supply: Publics Name iCity of Arlington (Attach Letter of Availability) Private Source Protective Covenants Attach a detailed drawing to scale of the onsite system indicating: soil log holes, drainfield lines, 100% reserve area, contours, elevations, bodies of water, property lines, house location, banks, excavations, easements, north, and any proposed or existing well within 100 feet. SOIL LOG I. 0-2" Dark Brown Top Soil; 2"-20" Reddish-Brown Gravelly Loamy Sand; 20"-48" Gravelly Sand SOIL LOG 2. C-4" Dark Brown Ton Soi 1 ; 4"-1 8" Reddish-Brown Gravelly Loamy Sand: 18"-48" Gravelly ',�,-ind SOIL LOG 3. SOIL LOG 4. SOIL LOG 5. SCS CLASSIFICATION Er prPtt SOIL TYPE 2 APPLICATION RATE 1 .2 aal./sq. ft./day DEPTH TO HIGHEST SEASONAL GROUNDWATER 60 finches OBSERVED ESTIMATED X DATE 2 / 6 / 87 SEPTIC TANK SIZE 1 000 gallons TRENCH: SQ. FT. 3,? WIDTH 24 nches DEPTH 24-36 inches REQUIRED COVER SOIL: DEPT inches, a VOLUME cubic yards Signature of Designer nse No. 21158 Phone No. 653-5669 Address 505 CZKar St. uite -1 city Marysville Zip 98270 Date 4-4-88 DO NOT WRITE BELOW THIS LINE Application Denied Date / / Sanitarian Pending: (Date) APPLICATION APPROVED Date / / SANITARIAN PERMIT ISSUANCE APPROVED Date / / SANITARIAN PERMIT ISSUED; (Date) / / BY PERMIT NO. Called For Inspection: (Date) / / By Installer Renewal—By—Date I Final Inspection—By—Date See reverse side for additional information 88-52 f � I I Ou Nrn �I - N (11% oiJ ` aid b ZQ A r' Oj11 N � C7 C T Lz � o t � � C1J o D 1*4 U _ { m " 'f LE I 'r�-mrOD- m��mtrm7�1 b T # U\ �1 U ;'C) f Ti l 1� -Dan �y i � r � - - i � L :1 - - -`- �" - i ACCOUNT NO. FILE CITY OF ARLINGTON t' )TER & SEWER DEPARTMENT APf '7ATION Application i¢-hereby made by the undersigned property owner for all water and sewer service required or used for any purpose at �n/l_G'% Gl*64Z&V jL�2 in or near Arlington, Washington, for which I agree to pay in advance and in accordance with existing ordinances and regulations of the City, the following estimated charges, the exact chargers will be determined and payable immediately upon completion of the installation: Engineering Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Water Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Fire Hydrant Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Street Repairs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s z0 o >: Tap-In Charge. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � Equalization Fee . . . . . . . . . . . . V. 1;j r i Water Service Connection Charge (Metering Charge) . . . . . . t:° �� ;: i i I Sewer.Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ r._7 ci F- F_ Sewer Main Reimbursement. $ ca O PF- Side Sewer Permit(s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S Sewer Service Connection Charge . : . . . . . . . . . . . . • • • . • • • • • . • • • • • . • • $ Total. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the City, or any such ordinances and regulations passed hereafter. I hereby authorize the following tenant, ��— t ���J to have all accounts for water kept in his name under Account No. with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred. I understand that the City will use all reasonable effort to maintain uninterrupted service, but reserves the right to shut off the water at any time without notice for repairs, extensions, non-payment of rates or ny other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. 000264 E /Owr5E� l?E'1' / DATE ADDRESS ®s 1 ^b JOHOMISH HEALTH DISI HICT i Environmental Health Division Courthouse, Everett, WA 98201 1 5310 5-4-01 2-0000 339-5270 G_ (Property Tax Account Number) APPLICATION FOR AN ONSITE SEWAGE DISPOSAL PERMIT ®New ❑Renewal ❑Redesign ❑Repair []Alteration ❑Alternative Applicant J, Its3r Pr.opertieS Phone 435-A581 n Arlingt zl 9P22') Mailing address— For ��' �3oX 33�3 City on p For installation at -61st An NE Arlin ton Airport City. /►rllnr�tori Sec. -1 `` Twp. 31 Rg. 5 Legal description Arlingg-ton Airport Lease TraC'tS Short Plat/LLS No, 110 4 1.18 Lot 28E : Plat Lot Blk._ Type of Building: New Existing SFR_ Duplex No. Bdrms. Commercial X Other Water Supply: Pubilc 2, _ Name City of Arlington (Attach Letter of Availability) Private Source Protective Covenants Attach a detailed drawing to scale of the onsite system indicating: soil log holes, drainfield lines, 100% reserve area, contours, elevations, bodies of water, property lines, house location, banks, excavations, easements, north, and any proposed or existing well within 100 feet. i SOIL LOG 1. r)-_211 T)a.rk .Brown Trap Soill 2"-20" Reddish-Brown Gravelly Loamy S .ndi 20 11,8" Gravelly Sand SOIL LOG 2. t) /I " Thark Brown Top Soil 1 4"-98" RPdd�kh-Brown Gravelly :Loa.triy Sarid.; 1-avr3l l y SOIL LOG 3. SOIL LOG 4. SOIL LOG 5. SCS CLASSIFICATION E'yprett SOIL TYPE 2 APPLICATION RATE 1 • 2 sal./sq. ft./day DEPTH TO HIGHEST SEASONAL GROUNDWATER 60+nches OBSERVED ESTIMATED X DATE 2 / y / 97 SEPTIC TANK SIZE 1000 gallons TRENCH: SQ. FT. 152 WIDTH 24 Inches ' DEPTH 211'— ' (- inches REQUIRED COVER SOIL: DEPTH- inches, an- VOLUME cubic yards ---��._ h 4 itr Signature of Designer C a&5se No. 211 )8 Phone No. 5 — '6,1',ir ,. quite -1 City Marysville Zip 9827o Date Address DO NOT WRITE BELOW THIS LINE Application Denied Date / I Sanitarian Pending: (Date) APPLICATION APPROVED Date SANITARIAN PERMIT ISSUANCE APPROVED Date f SANITARIAN PERMIT ISSUED: (Date) I' ) BY PERMIT Called For Inspection: (Date) / / By Installer Renewal—By—Date / / Final Inspection By Date See reverse side for additional information2- t PERMIT TO INSTALL AN ONSITE ,� 'SEWAGE DISPOSAL SYSTEM 26 Snohomish Health District - Environmental Health Division Imy 4, 1903 339-5270 approved for issuance Tax Account number. 15 i105-4-012-0009 Subdivision/lot# 131619. 118 Lot 28E Applicant name IVe.star Properties Site address Gist Ave. N.E. City Arlhtgtoo. Vdashington Building permit applicant name N /A Septic tank 1000 gals. Drainfield 352 sq. ft. Trench: DeptR -36 Width 24 Cover soil Norse cu.yds. INSTALLER I hereby certify this system was installed under my supervision and control and complies with all provisions of Snohomish Health District requirements and W.A.C. 248-96, the State On Site Sewage Disposal Regulation. Installer Company Name By Date DESIGNER I hereby certify that this system installation complies with the criteria of my approved design and with the requirements of the Snohomish Health District and W.A.C. 248-96, the State On Site Sewage Disposal Regulation. Final Approval Company By Date Disapproved By Date Comments HEALTH DISTRICT Final Approval By Date Disapproved By Date Comments DO NOT COVER BEFORE HEALTH DISTRICT INSPECTION AND FINAL APPROVAL This Snohomish Health District Permit to install an onsite sewage disposal system is valid only when issued concurrently with the city or count' Building Permit for the above named individuals and property and will remain valid for the term of the Building Permit (minimum of 18 months). Expiration of this permit will require submittal of a new application and fees. t r .� ''y 12 g 7 ,�� dCr t a: ONA� ESN' �oTs 20D/ 6, -7z>N Ap-I=,--)r-T- Ltaig7- Cyr > AT I o + .&Z;j7j)52c1 = 8,7 z.l Q) - 0, 71 e-,=C, C xo(' X3l W-= 36 ocnsF I,A"Aff S ofb(Z)z8jbo0 Sr 12 S)�Z o+ ..g� It-7 SasF i -rorAL Lrsr = I laq;50 sr -47,7SDSF= SbjBoaAsPN. - - a�oc A fy�E �! �7p �F s 2,13!-lc- 0+571 cFs z ' d .�... i I i _ , 4 f� - ----- - - T — Z air 3D TO Or .j i i i I �1 i 77-4 OStl,� Tvp FL--�,eoivt-A Fov (ti 77- E MAI\JUAL- OF _ �,� •� � P E�Q.C oC/�77oCV�A7�1 it/,G/iv�/�✓c rf - Q r ��/-•� Q = C�r4LLoNs�s� �8 �5 C-- F OF: 97f F- - z 88 .17-703 cr : sF � 2 o LF) A IPA 1 J r GASP' Qf�" Q4AIL�ir`1�_� Z- O Cr of ST�� .:E 9'Equ ec"o (so-e- A Z) 7. q, oSO�ALIC-F 2, 887 CAL ISF = 31 135 Cr : 9sF 3 5 - '. �: I I 1 �� I MEMORANDUM TO: File FROM: John A. LaTourelle AICP DATE: 12-23-87 SUBJ: Lot 28D Site Plan Review 1 . The buildings should be moved to the position shown on the 11-20-87 dwg. rev. ; 7 . 23 ft .westward. 4.c� /0/-/� 2 . Increase perf . drain pipe size to 8 in. 3 . Mark parking spaces for compacts in front of gas meters and place wheel stops to provide ample clearance. 4 . Need S .C .H.D. Approved application for drainfield design. 5 . Has lease been signed by either party? 6 . Landscaping and other conditions as appropriate per AP Commission approval memo . 1�'�-�i'��' ►F�i� /�v��,�d� �r ems- /��+-•-• , 1 i I L MEMORANDUM TO: Airport commission FROM: John A. LaTourelle AICP DATE: 12-8-87 SUBJ: Westar Lot 28D Site Plan Review 1 . , Parking Required, not including potential mezzanine: 6 per unit = 90 spaces Parking shown: 54 spaces Deficiency: 36 Mezzanines developed for office use could add 4-5 parking spaces per unit adding 60-75 more to total. t�h 2 . Close entry to 192nd St. adjacent to 61st Ave. o K 3 . Reduce entry to 192nd St on west end to 30 ft. 4 . Mark loading zones and all no parking areas. 01� 5. Locate dumpsters in screened enclosures in west end of spaces between buildings and/or at center of building at south end. 6 . Submit approved septic tank and drainfield application. Show stormwater drainage system and calculations. 8 . Submit landscape plan before occupancy permit. c�;°5-9— Provide finished grades at point of entry of utilities. 10 . Construct all parking areas per AMC 20.14 11 . Install curb at driveway entrances around landscaped areas . "1-2. Install stop sign on 192nd St. entrance. cO,- '13 . Extend landscaping along full length of 192nd st. 1 I i - � 1 BUILDING PERMIT REVIEW CHECKLIST PLANS RECEIVED MACAW-11 AT BY � DOCUMENTS SUBMITTED: BUILDING PERMIT APPLICATION _PLANS FOR BUILDING 3 �C STORM DRAINAGE PLAN ENVIROMENTAL CHECKLIST' /---7-,- PLOT PLAN Allik If 1, 1 Ni 1.'1'itNal OTHER AS NOTED • CITY HALL[J THIRD&OLYMPIC AVENUE ARLINGTON, WA 98223 Ct�p�o�/e «.CIeSlc � yy 7'� CHECKED FOR ZONING COMPLIANCE: ZONING USE APPROVED BY DEPARTMENTS : WATER SEWER STREET FIRE SANITATION ENGINEERING NOTES : READY FOR BUILDING INSPECTOR REVIEW: APPROVED BY BUILDING INSPECTOR : It . : i r �. �� � :y S, 1 • I I I � I 1 Y 1 !� . �, . 1 �I � �I _r _ , I :s I B R C `'01 N ' S D E S I G N December 1, 1987 Soil. Z'easibility Ile*port for storm dra irage runoff on Buildings 117, 118, Lots 261), 28E & 26F Arlington Airport Industrial Park pn t;ae above date a site visit was made to the above mentioned property to e6t:a.hlish the suitability for an underground storm d:ainage system. The property is unite flat with no indication of any off-site runoff adding to t;he flow. The soil is an Everett: series With the following average soil JOY: 0-4" Eod 4"-24" reddish-brown gravelly loamy sane' 24"-60" gravelly coarse sand The percolation average rate taken at a depth of 36" was faster than 3 M/*'. An exact rate was not obtainable as the water infiltrated the sail at a rate which was difficult to measure. The soil .is about the same as the area around it :which has existing drain- fields and storm drainage systems. The soil is acceptable for both a drain- field and storm drainage system. Ray r n 11 c 7 06BROWN' L• IGN Ls 01 IVI � It 14 1 N IALI. 1 1 1111111)!'. (AA M1'1CAVFNUE GK)N.WA'j8,)2'1 11 (1-0G)435.5785 RE: Lot 28D Attached is a copy of the site plan review and conditions of approval as adopted by the Airport Commission Buildings and Grounds Committee. As you will note, I have reviewed the plan as if all. three of the lots were to be built . The parking requirement i . e . ninety stalls, should be reduced by on third on this lot . Please revise the site plan accordingly and submit with the building plans. We will expedite the approval . Sincerely, John A . LaTourelle AICP City Planner 1 MEMORANDUM TO: Airport commission FROM: John A. LaTourelle AICP DATE: 12-8-87 SUBJ: Westar Lot 28D Site Plan Review 1 . ' Parking Required, not including potential mezzanine: 6 per unit = 90 spaces Parking shown: 54 spaces Deficiency: 36 Mezzanines developed for office use could add 4-5 parking spaces per unit adding460-75 more to total. 2 . Close entry to 192nd St. adjacent to 61st Ave. 3 . Reduce entry to 192nd St on west end to 30 ft. 4 . Mark loading zones and all no parking areas. 5 . Locate dumpsters in screened enclosures in west end of spaces between buildings and/or at center of building at south end. 6 . Submit approved septic tank and drainfield application. 7 . Show stormwater drainage system and calculations. 8 . Submit landscape plan before occupancy permit. 9 . Provide finished grades at point of entry of utilities . 10 . Construct all parking fireas per AMC 20.14 11 . Install curb at driveway entrances around landscaped areas . 12 . Install stop sign on 192nd St. entrance: 13 . Extend Iandsaaping along full length of 192nd st. 1 0 i � �,. LEGAL DESCRIPTION LEASE TRACT 28D, ARLINGTON AIRPORT INDUSTRIAL TRACTS That portion of the Southwest Quarter of -the Southeast Quar- ter of Section 15, Township 31 North, Range 5 East of the Willamette Merdian, described as follows: Commencing at the Southwest corner of said subdivision; thence N 4° 0.0' 06" W, along the West line of said subdivision, a distance of 1310 . 59 feet; thence N 85' 07 ' 34" E a distance of 390 . 04 feet to the True Point of Beginning; thence continuing N 85' 07 ' 34." E a distance of 165. 23 feet; thence S 40- 33' 30" E a distance of 200 . 66 feet; thence S 86° 02' 38" W a distance of 167 . 16 feet; thence N 4° 00 ' 06" W a distance of 198. 00 feet to the True Point of Beginning. SUBJECT TO an Easement for utilities purposes , over, under, Across and through the North 10 . 00 feet , the East 10 . 00 feet, the South 10 . 00 feet, and the West 10 . 00 feet of the above described tract . , 71-276 8-21-87 CML-LS � ' s � S •Isenbei uodn pays!uanl aq IIlM ajnpeaad leeddV s,la!ajs!O y1leaH ayl 10 Ado3 y H31lb'1SN1 Ag / OWN :NO1133dSNl H03 031IV3 'ON lIWH3d r1s / (alep)-:Q3nsSl llWd3d NVIH`dllNdSW 711 , BIeO 'x 03AOHddV ; 1.4 4If ID U_ (BIeP) :Bulpuad ON s9A :aaue!ldwoo 13eglaS IIaM ueuei!ueg m0 palua0 I!wJad 3NIl SIH1 M0139 311UM lON" 00 Bien CL-11Zg 04 AIM I� I r,S' S �0 ssajPpv 'ON 8sua311 jaue!sa0 }o ainieuB!S 'Sul -�Ps <*-2 H1d30 'su! 4- � H101M �( o� '13 -OS :HON3H1 suolleB oOq/ 3ZIS )INdl OI1d3S .� (lunowe pue yjdap) 'O,D3H IIOS H3AOO g j 31b0 031b'WI1S3 03AH3S80 su!��c� HI MONnou9 IVNOS`d3S 1S3119111 Ol H1d30 Aep/•;} •bs/lefi Z a 31t/H NOIiV011dd`d -Z 3dA1 IIOS N011`dO131SS1113 SOS ?�1siQ �1 't 9OI I1os L86E 3 1030 's 901 110s soya go - f Nro c� i� '. �' 90l "Os :'lee; 00L ulyllM; Ilene Aue pue '41�ou 'sivawesee 'suo!leneaxa 's�lueq 'uo!leaol esnoy 'sau!l AIaedad 'aalenn 10 sa!poq 'suolienala 'smoluoa 'ease amasai %OOL 'sou!l pla!;ump 'seloy 601 I!0s :Bullea!pul waISAs al!suo 841 10 aleas of Bulnneip I!elap a yaelly s3ue0aA03 aA!1303oJd winos MAIM Al!l!gel!eny 10;'ill O ; aweN T o!Ignd :AlddnS jaleM 3 { Je410 SWJP9 'ON xaldn(] HisBull :Bu!PI!n8 ;o edA1" n 118 101 1e1d -� 10l T-1 1* 9 'ON •BBS W GABId 1J04S i asap Jebel BH dm.L �—'aaS h� ^ .� A;lO 1 rGG le uo!lelle3su! Jo j �7 A;lO • G� , �Q� ssajPP`d (eeldop g slwqns) lIWM3d -1VS0dS10 39VM3S 311SNO NV HOd NOIJLVDI-ldd`d (H38WnN 1Nn000v XVI Ala3d0Hd) 6�� �� © `•'�-•• � � I� �� 1OZ86 HM '138aan3 '9snoy3jnoo , uois)Aid 4}IlRaH IejU9iUU0AIAu3 lOIUJLSld HJ -IV3H HSIWO'HONS - � .■ I f �. _ :� �r, iIA T_� `T'1a1.3 N I 0/'PS'Z9£ =duo/9 s'bI ode Aew SZ ' co 1 d �°�� •OU G �>v �i 1 ' � ►O,S S '°I -IN G`-J- 11 I ti (A3 g 4 sZ CA AA IVZ L T u T 4 SNOHOMISH HEALTH DISTRICT Environmental Health Division ` -7 Courthouse, Everett, WA 98201 � (PROPERTY TAX ACCOUNT NUMBER) APPLICATION FOR AN ONSITE SEWAGE DISPOSAL PERMIT I V (Submit 3 Fizz Copies) ^� Applicant OS-F Fizzfp>r' �--� 1IL:3 Phone —5 E3`� I Address �. 0 , 6(`))(- 33 City A R-L For installation at '— 61 4"E[` IE City >"`f � Sec, Tevp. �� Rg. Legal desc. Short Plat/5 Ac. Seg. No. g i��7 4/17 Lot 2-'0,D ; Plat Lot Blk. Type of Building: New Existing SFR Dupplex�1 No. Bdrrms. Other �Gti�MIF—TC AL— Water Supply: Public_ Name C►�T� OF t-aKl_.1.1 grof l_tr. of Availability Private Source Protective Covenants Attach a detail drawing to scale of the onsite system indicating: soil log holes, drainfield lines, 100% reserve area, contours, elevations, bodies of water, property lines, house location, banks, excavations, easements, north, and any well within 100 feet. S 0 1 L L 0 G 1._� !-?a2k- �R-OCJNQ (::�_ZQAIIEZ.A_=V 1-yA0Y-rA�LD� � r� �£3rr8Re)c.CW SOIL LOG 2. SPAJI. A� S SOIL LOG 3. SOIL LOG 4. SCS CLASSIFICATION_ _ SOIL TYPE Z APPLICATION RATE le Z gal/sq. ft./day DEPTH TO HIGHEST SEASONAL GROUNDWATER CUa-t-ins. OBSERVED ESTIMATED� DATE COVER SOIL REQ'D. (depth and amount) SEPTIC TANK SIZE /4>Of�> gallons TRENCH: SO. FT. & 10 WIDTH —2— 4' ins. DEPTH �¢V� .� ins. Signature of Designer License No. J 77 Address 5,05 q- S S%-) L 19 r-1 City &A—EI ,919270 Date DO NOT WRITE BELOW THIS LINE Permit Denied Date / / Sanitarian Well Setback Compliance: Yes No Pending: (date) APPROVED Dated / SANITARIAN _ PERMIT ISSUED: (date) / / BY PERMIT NO. CALLED FOR INSPECTION: (date) / / BY INSTALLER A copy of the Health District's Appeal Procedure will be furnished upon request. Ho-ta . _ I t r ,r-; 1 lS kLO-4 i Z 6OI LDINCg # Ill , 1 bOpGAI... �trp'f7L 35 fN 1 -C-AN \ 1 j r �T I�g �, 25 MAN E�1P�14.5 G/pIP= 3GZ,Sa./D -IrZfmN-L- c 3CS Lr-(C.10 SF) of TROJOIqy n'''} 1�31�5-y -t��2 c5tao t� 1..GT 28 D cF �'+R-L.aNGTbtJ AIP-�--T' � 1 IS -31-5 ILO DEC_ �7 D vj �` :f ,_ � � _ � � BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY UNIFORM BUILDING CODE Sec. 307 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 19009 61st Ave NE Building Permit Number 3615 NAME AND ADDRESS OF OWNER: W e s t a r Properties Occupant Load No. Stories 1 P. O. Box 3339 Arlington , WA 98270 Type Const. V-N Use COMM/IND Floor Load signs . in place (per Sec. 2304 (e) — Capacity signs posted (per Sec. 3301 (j) U.B.C.) Floor load and capacity signs, when required, must remain posted at all times. THE Building 118 HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH PROVISIONS OF THE ARLINGTON BLDG. CODE FOR GROUP B-2 OCCUPANCY issued this 2 O t h ty of June 19 89 B ! By FIRE OFFICIAL BUILDING`OFFICIAL •, This certificate shell be posted In a conspicuous public area and @hall not be removed,mutilated or obscured and @hall be maintained In legible condition at all times. Any change of occupancy requires a new certificate. f r3 L73 CIFIC BUILDING SYSTEMS Manufactured By Truss-T Structures. Inc. 2100 N. Pacific Hwy Woodburn, OR 97071 • 503-981-9581 CUSTOMER W G STIR R- IZOP z-n E S 100 x 4-e>O , TRUSS "T" STRUCTURES, INC. Job No. S 7- Z 8(41(O STRUCTURAL CALCULATIONS 1. Building - Load Data and Material Specifications 2. Building Plan 3. Girt and Purlin Data - 4. Endwall Frame Design and Details 5. Bracing Design ,��� 6. Rigid Frame Design and Details / 7. Reactions 9�j�I8y l A ' is ■ ■ I _rMi U :FIFA �F - Y•r � ■� LMN%L'9**AbL EIILT&�-'W 'ilmTR y *� Mom _ — I rL No ■ J 1 •. 1 J ., . . .� . 1 ' 1 I { i . . . . Nor, r• _ 00 0, ■ 'AMEN 1 L on IJ • ME ME ■ ■ , - ON - • ■ Iii ■ `Zr L ME •■ NE I r 0116 • •1 1 ME � 1 ■ 1 ME ; NO L r Rm ` a � ON | Job no. 280 Euzlding Configuration : Building Length = 480.00 ft. Building wicth = 100.00 ft. Bay Spacing = 30.00 ft. Span Width (s) (ft. ) = 50.00 50.00 Column Base Elevations (ft. ) = 0.00 0.00 0.00 Left Eave Height = 18.00 ft. Left Column Slope = 0.00/12 Left Rafter Slope = 1.00/12 Right Rafter Slope = -1.00/12 Right Column Slope = 0.00/12 Right Eave Height = 18.00 ft. ^ Design Loads : Auxiliary = Dead Load = 5.00 psf + Frame Weight Au:iIiary = Live Load = 25.00 psf Auxiliary = Wind Left = 15. 60 psf ' Seismic = Zone 3 Material Specifications : Flange Plate Yield Strength = 42.00 ksi Web Plate Yield Strength = 42. 00 ksi Rolled Shape Yield Strength = 42.00 ksi Cold-Formed Yield Strength = 55.00 ksi Primary Framing Fasteners = A325 bolts Secondary Framing Fasteners = A307 bolts Recommended Anchor Bolts = A307 bolts Recommended Reinforcing = 40'00 ksi Recommended Concrete = 3000 psi Allowable Soil Bearing = BY OTHERS Allowable Lateral Bearing = BY OTHERS Allowable Sliding Resistance = BY OTHERS b' i� MEMORANDUM TO: AIRPORT COMMISSION FROM: John A. LaTourelle AICP DATE: 9-11-87 SUBJ: WESTAR LOT 28A & 28C SITE IMPROVEMENTS I met with Westar the day following our meeting and approval of the site plans for lots 28A and 28C. Westar has accepted all the required modifications. I have also met with them and a local nurseryman on the landscaping. Westar intends to transplant some large evergreens from the West side of the airport to appropriate locations around the buildings . They have been very successful in moving very large trees . I also discussed at some length, the truck turn-around on lot 28C. Although they are willing to fulfill the requirement as approved by the Commission they asked us to consider a turn- around pocket on the small lot on 189th Pl . , south of 28C and east of 28A. I recommend we permit that use of the small lot on a temporary basis. My reasons for this recommendation are: 1 . The easement on 28C may cause some problem between the tenants in the future. 2 . The area to be used on the small lot has no trees and will not disturb the greenbelt. 3. The alignment of the truck turn-around is better on the small lot than on 28C. 4. If the Airport wished to use the small lot, 189th Pl would have to be improved. Once that was done, the trucks from 28A could exit on to 189th Pl . as Westar originally planned. If you have no questions or objections , I will advise Westar they may use a small part of the adjoining lot for truck maneuvering and that the permission is revocable on demand. Please give me a call if you would like to discuss this proposal . 1 ■ J7 ■ 1 NNE YU I :JI ■ 11 T ■ L•■ '. E06 .J : 1 I - ■ AJ7 `M4 Y NO. ■1 1 19 1 - Imo [ m Ir w . 'r •. - ■ p — ■ WE ■ ■■1 ■A rINI ■Em r 11 111 . , —t■ — ■ 0 .1 ` 1111 `• 1 r In Tom ■ ■ ' . ■. =NJ no ■ 1 ■ ■i■ ■a ME' LAmI ■ 1 I11 IIy ■ Rm S*■ ■ ■ ■ ■ 01• 1 - ■ - — ■ Lim 1 ■ ■ ' ■ ■ 1 1r- ■ ■ SIMON ■i ME IN 1 adI ■1 ■ • 1 10 j - ■ ■ , ■ .■ ■ ■ •■ noJin 1■ ■ ■ 1 ■ ■ 1 1 • % ■ ■ r 7mi ■ -mm ■ • ■ ■ ■ r 1rNN- 17 ITL■ ■ ■ IN ■ ■ ■ i. 7 ■ ■ ■ 1 III I " • MEM 1 ■ ■ ■ 1 ■ —■ ■ ■ 1 ■ ■ 1111111 immomm L —1 ■ Iimium - ■ ■ 7 ■ .. ■ ■ ■ ■ 'J III I — 1 ■ ■ ■ 1 on ■ ■ 1 INN ■ ■ ■ 1 ■■ ■ ■ 1 ■ ■1 1 10 11 ■ 1 ■ ■ 11 r■ ■ ■ ■ ■ mmI ■ EMENNE ■ ' ■ 1 ■ 11' 1 ■ ■ 1 ■ ■ ..i ■ ■ ME 11 1 .1� ' L . - i . . ■ . ■ 00 00 ■ ■ ■ ■ ■ 111111 ■ 1■ —LI ME . •1 . . . ■ . 1 . ■ . . . . 1 MllM ■ 1 0 momm ■ 1 h MEMORANDUM TO: Airport Commission FROM: John A. LaTourelle DATE: 9-3-87 SUBJ: Site Plan Review - Westar lot 28 C The numbered notes refer to corresponding numbers on the submitted plans. The attached map indicates location only. 1 . Provide clear truck maneuvering space from lot 28 A. 2 . Reserve this area for future parking. 3 . Reserve for drain-field expansion. ✓4 . Provide perimeter landscaping at the base of the building in the areas indicated. 5 . Pave the office entry area. �,,6 . Provide planted, raised or curbed entry to site. 7 . Provide size, number and spacing of proposed plant materials. --$-. Provide wheel stops for all parking areas . 9. Locate and describe signage. 10 . Locate dumpster in rear of building or provide enclosure in other location. 11 . Landscaping should include vertical elements up to the height of the proposed building to off-set size and length of building. t IL l C I T Y O F A R L I N G T O N C O N S T R U C T I O N P E R M I T DATE / PERMIT NO. 003574 Application is hereby made for permits to do the following work: [ ] New Residence [ ] Addition [ ] Duplex [ ] Carport [ ] Remodel [ ] Garage [ ] Mobile Commercia [ ] Apartment/Condo [ ] Barn L)Q Mechanicalods [ ] Relocation/Move [ ] Accessory Building K Plumbing [ ] Demolition [ ] Other No. of buildings: No. of Living Units: Land Use Code:jv!:�Z&"tL1/ Valuation: D. O� Tax Acct. #: L� , Property Address: / , . Legal Description: .— Owner: Owner's Address: / zV Builder: Lic. # Builder's Address: Architect or Engineer: Applicant 's signature: wner or a Permission is hereby granted to do the work described, according to the approved plans and specifications pertaining hereto , subject to compliance with the ordinances of the City of Arlington and the State of Washington. The following is a breakdown of your permit fees . 1. Plan Check Fee (341. 83.00) . . . . . . . . . . . . . . . . . . . $ J' /� pd ✓CR# /e�4eY_ 2. Building Permit Fee (322.10.00) . . . . . . . . . . . . . . $ 3 . Plumbing Permit Fee (322.10.00) . . . . . . . . . . . . . . $_ 3,3, OQ 4 . Mechanical Permit Fee (322.10.00) . . . . . . . . . . . . $ lip, DD 5. Energy Fee (386.20.02) . . . . . . . . . . . . . . . . $ 6. State Fee (386.00.01) . . . . . . . . . . . . . . . . $ 7 . Water/Sewer Fees (see attached breakdown) . . . S Q, 9. . . . . . . . . . . . . . . . . . . . . . . . . . . . $ TO T A L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ �OD P A I D 4-06 C it MO B Y / ISSUING OFFICER PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING ALL PROPERTY LINE LOCATIONS AND RELATED EASEMENTS. NO OCCUPANCY PERMIT WILL BE ISSUED UNTIL THE INSPECTOR HAS APPROVED THE FINISHED STRUCTURE. x 0 T a M I a ' A 91 0 y T 10 i T I M X 3 1 1[ O I T 0 U X T Z W 0 3 t OVI -i-IM'I3q ! _ __ _3TAu :Ajaw paiwolfol edj ob olr a-timjeq •xol 9bsn: yd9x�'-ri i not.13ollggA x9lqua [ ) noilibbA [ ) eansb.iagA w9M [ ! . Isio-lammo0 [A I9bom9A [ l JxoglsD [ ] obnoD\JngwjlsqA [ 911doM [ 1 spsis0 [ 9v_)M aoiJsool9A [ ; IsoinE doem [ r RYsg [ ) not tilom,4 [ ) pnidrrtul9 f . ]p,^,!°bjjuff yioeaenDA [ ) sate bnad �_: ea+nU pnivid 30 .OR - ��: a�niE,fic�0 30 .oM . 100A MST, - . ._ :nc;iystilsV r— -- -- - — - -- -- - - - -- _ —. ssae-TbbA =tI9go-Ycl - - - - - 4 - --_ - - :eae•xbf5A e' ze.IWO to io9.1idolA' __._ ._�—. .._...r_t__�L. _ . :9•xt►7R5n�.r� e ' �n6oilggA of bgdjjoagb 3!(Iow qdl ob oi belnElp yd9led ai noiae.Mjgq _,nsil r�oo of !ostdxre 0_1- ��tI p:tc�irsixsq an._tiJs�i3io9c�2 bnb atra.[q bsera-Iggb . aojArideaW 3o e4,Rl2 sdj bns aolpnil7A 30 y110 9914 30 29onsniblo sdl dllw . e951 3imxsQ Yuoy to nwobaiseld b ai paiwollol 96T (00. 8 . IbE) 993 Ao9d0 nslq . I J 00 . 01.SSE) 941 _1 imx9q QnidmUlq . E jim7sq Isoiasq:)gm A . . . . . . . . . . . . . . fS4.0S. d8Ei 999 ypxsnx d . . . . . . . . . . . . . . . (10 . 0Q . 39£.i 991 43 (xt�resb�ib9xd b9si^s�.tF ssa i ass s x4wy !xs3s3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . JAT0T Y $_ I ABaI��G DMIII22I 3MA BMOITA001 3MIJ YTAS90Aq JJA aMIEaIMA3T8Q A09 3j8IZTl0923A 331A 213KWO Y-TA390Aq .81M3M32A3 a3TA J3A 3HT aBVOAggA RAH AOTD392Mi BHT JITMV flaU-P'I 38 J II61 TIMA3q yOVIIsgjy300 OM .3AUTOUAT8 a3H2IHI3 CITY OF ARLINGION. s. WATER & SEWER. DEPART ME A 41 AVON Application is hereby made by✓the unclersI n. d property,`owile '!fo I}jay rF, s.'we1r vice required o• ut: d for any it :i��, .•.�+''172�'-+�li.q, ' ��+1;11� fj; �} � h��'{ � purpose at �'•� ,�= �) _� k �/; //��� in or near' Arlington,' W�ashington�: for y�hich I agree,to pQy In advance and in accordance with existing ordinances and regulations of the City, the fof resti' ate harges, the exact charges will , be determined and payable Immediate) upon completion of the installation{ 2 1 rp Gt, � �i, �>' l,• t +YY� ii v { ,. t.G �fl - ( tt' "+ Engineering Fees; �Ih, Water Main Extenslon' !<+,�, t ti, �r• .I {' $ Fire Hydrant»Installation o a � � ;, •, c,� W Street.Repairs,.,.. i. w u' a , To In Cha - lf N w ro Equallzatloll ,6118 t i. 1. $ z J9IT `� •Water Service Conne ttoh C age At ring CIs �� ,.. i, � I M m M Sewer Main Extension)., $ J Sewer Main Reimbursement.€ M At - Side Soyrer Per-mit(s). h't Sewer Set Connection Char e �►1{� ti'� t._� tT' 'r 1 L 1h, $ .��r I t t� .lit, _ .., jt ,�• i •�; ` r, , Total t_.._���� I further; agree that all rated and charges for water andl.rsewer, service to ht�l atlte'with, , existing ordinances and regulations of.the City or any such ordinances and d,h eaFtllf • �• IY , � '� ,N hl•' , ,l � {y VV11- .fir L-�X. _� • I hereby authorize the following tenant,._ / ' 'I ' , 'td k V. il,d u s for water kept in 'his narne under Account No. M With hey:'nddgd' h t wdti� :bil I ral Id; enant shall 9t, b �'j' r tiy� Ih� not relieve the property from'_liabilityifor water charges Incurred i t k ' �►y I understand that the City will use all reasonable effortto'malntain uninterrupted Isetvlce,.'but reserves the right to'shul off ii i ^ . �. "AGE 7.� WIND DESIGN TA12WLATICNE, B&SED 04 1987 U.B.S. FEOUIRENENTS- U. S. C,-SECTION 2211 (A-H) & TABLES AS REQUIRED INPUT DATA: ' WIND SPEED = 80.00 mph EXPOSURE FACTOR = AVE. EAVE HEIGHT = 18.00 ft. OCCUPANCY FACTOR = 1,00 CLOSED - BUILDING RIGID FRAME DYNAMIC WIND PRESSURE = (CeQsI) = 15.56 psf ^ SEE HAND CALC.S FOR WIND PRESSURE; P=CeQsCqI END WALL DYNAMIC WIND PRESSURE = (CeQsI) = 15.56 psf SEE HAND CALC.S FOR WIND PRESSURE; P=CeQsCqI PURLIN UPLIFT DYNAMIC WIND PRESSURE =(CeQsI) = 15, 56 psf SEE HAND CALC.S FOR WIND PRESSURE; P=CeQsCqI ********** GIRT DESIGN AT 0-20 FT. HT. ZONE : P=18.68 psf PRESSURE / P=17. 12 psf SUCTION GIRTS-ft. 6Z16 BZ16 8Z14 8Z12 10Z14 10Z12 LOADING CRITERIA ------_-----__--___--_________-___--_-_--------_-----------------------_---_---_------_--_- 2O.DO 4. 22 9.26 11 .58 15.90 21 .59 30.01 DEFLECTION. 5.03 7.814 10.48 14,84 14.84 22.38 BENDING. ------------------------------------------------------------------------------------------- 25.O0 2. 16 4.74 5.93 8. 14 11.05 15.36 DEFLECTION. 3. 22 5.00 6.71 9.50 9.50 14,32 BENDING. ------------------------------------------------------------------------~------------------- 30.00 2.74 1,43 4.71 &.40 wo 8.89 DEFLECTION. 3.47 . 4.66 6.60 6.60 9.95 BENDING. -__--__----_________-___-__-___---___---______-___--_-_----------_--_---_----------------_- alIowable bending stress increased 33 1/3% for wind Ioad;allowable deflection = 1/100 t1,5^-r /0 Z /q- 6A e 61 � 9 * II/C- j 3 0 ),T. 0,4 k2; VS4!7 G? Z 16 6,4. e- � ! 9 « ole 4.4'r--S c T 2B6� COLD-MFL'ED STEEL STRUCTIP•AL MI__-'hE_RS PROPERTIES Z - SECTION WITH STIFFLNEED FLANGES eCt. t I1 Ares Wt. 1: S:eff r: ly Sy Ry (1n.2 lb./ft' (in. (in. -(In.11n.) (in.4) (in.3) (in_ 6Z16 .060 .094 0.705 2.46 4.01 1.28 2.39 .95 0.384 1.16 8Z16 .060 .094 0.885 3.08 8.79 1.99 3.15 1.55 0.522 1.32 BZ14 .075 .094 1.120 3.89 11.00 2.67 3.15 2.03 0.685 1.35 8Z12 .105 .188 1.550 5.40 15.10 3.78 3.12 2.83 0.959 1.35 1OZ14 .075 .094 1.340 4.67 20.50 3.78 3.91 3.07 0.888 2.51 1OZ12 .105 .188 1.890 6.57 28"50 5.70 3.89 4.54 1.320 1.55 Yield Point - 55000 PSI SPAN CONTINUOUS PURLINS WITH 1 FT. ENO E•AY SETEACK ------- ------------- MAXIMUM PUR�.IN SPACING (FT.) SPAN LAP PURLIN SIZE - (FT.) (IN.) 6Z16 SZ16 BZ14 BZ12 • 10Z19 10712 ----------------------------------- 16.00 29.00 180.12 203.20 339.11 578.98 313.62 795.30 16.00 32.00 204.15 221.19 381.91 612.96 378.00 836.97 17.00 21.00 157.31 181.86 299.65 500.99 311.10 657.99 17.00 32.00 177.73 201.16 332.19 537.97 340.12 731.19 18.00 29.00 137.72 162.93 261.99 491.78 230.99 581.58 18.00 32.00 151.71 179.91 293.86 97:i.96 309.59 619.75 19.00 25.30 122.71 147.16 236.50 387.01 251.95 518.7E 19.00 32.00 125.60 162.03 259.57 125.59 277.98 573.88 20.00 29..'C 108.12 132.65 21C-BS 349.61 -233.36 966.96 2C.00 32.00 126.57 115.27 222.63 379.78 252.20 510.05 21.00 29.CC 97.SC 12L.76 191.02 306.66 212.49 918.72 21.60 32.00 106.90 132.39 207.86 339.75 230.07 959.88 22.00 21.00 87.88 110.11 172.62 276.82 199.64 378.29 22.00 32.00 96.01 120.11 186.19 302.55 209.66' 913.16 23.06 24.00 101.159 156.88 249.37 179.21 39E.66 23.06 32.00 11E.19 170.10 275.26 193.20 373.13 21.00 21.60 92.83 143.31 225.82 165.81 313.92 29.00 32.00 100.26 154.93 296.27 177.97 339.1- 25.00 29.00 85.35 130.39 205.96 152.49 288.04 25.00 32.0E 91.7E 190.35 223.11 163.81 310.15 26.00 29.0C 78.76 12C.18 197.71 112.27 265.9E 26.56 32.06 84.36 126.87 203.07 152.30 231.68 27.00 24.00 _ 111-19 172.22 131.85 213.16 27.00 32.00 118.82 IS5.62 190.67 262.91 28.00 24.0C 102.37 158.55 122.63 226.00 28.00 32.CD 109.OA 170.322 131.71 290.80 29.OD 29.C'0 95.36 116.Ai 114.41 21D.48 29.00 32.00 101.28 156.60 122.55 223.61 20.00' 29.C1 88.35 135.68✓ 107.06v' 195.00 3C.00 52.00 31 -99.58� 114.99v 111.36✓206.6C 31.00 29.0E 82.08 126.06 100.15 1131.16 31.00 32.1E 67.16 131.22 107.09 193.05 22.01 29.CC 117.4_ 91.19 168.77 32.00 32.0E, 124.63 166.45 179.Al SPACING - Max. Purlin Spacing Per Chart @ 1 PSF Total Load (LL + DL) JISE 8Z 12. GA, a 4-'-10 CVC I��1� y SSA W132Z-4P - 3 v 3,8I s , T2b� 66 C Q UJ M ►J Co►u n� . IAA c, C @ Ez,io LIrJE '' I COS v/YI�/ //E/6y/7' 2512 _ 6 /2) FT RX 2S) SNE�/2 3/2 � 7-RY w6x/p 2 S, J2. Y-28l /8: S he si G 2 S. vs w e xiy �R14�o FRAME -Bi�l:� - rl c n h ip ' I � - -'-�/v _ '� i�-Plo�t�2=-�'-Yip♦ � 44S... Coy-. To R A IGTOR Co tJAI I 9 �I 1 4 BA5 a to 6 x 9 x V4-- COL. B A�� COIJ�J . t 1 ~ ' w. ***************************$*** * * * Truss — T Structures Inc . * * * * 2100 N. Pacific Highway * * * * Woodburn, Oregor 97071 * * * * Phone 503-981-9581 * * * ******************************* File Name ; J2B 6BS Frame Title 60B0DSD ` Prepared by DW 8/12/0 Execution Options Analysis Only Number of Analysis C/clps = \ Reports Generated � L Member Design Data 2. Forces Moments and Stresses 3. Displacements and Reactions Structural Steel : Flange Plate Yield Strength = 42.00 ksi Web Plate Yield Strength = 42.00 ksi Modulus of Elasticity = 29000 ksi Cnef. of Linear [xspansion = 0.0000065 e " � ` 6CE�r. D J2B66BSD 2 Load Cas :o. l DEAD LOAD Load Jo:nt no. i�s Yertica} �oad Joint nc -ft Moment Load Sec. -1%07 klf to - deg. Load So c. no. 4 07 klf to -O.07 k t PO.0V deg. Load Sec. no. 6 -0.07 klf to -0.07 k}f at 90.00 deg. Load Sec. no. 7 -O.O7 klf to -0.07 klf at 90.00 deg. Load Sec. no. 9 -0.07 klf to -0.07 k}f at 90.00 deg. ' Load Sec. no. 11 -0.07 klf to -0.07 klf at 90.00 deg. Load Joint no. 12 -0.06 kips VertiZul Load Joint no. 12 / 0.03 k-ft Moment Load Case no. LIVE LOAD Load Joint no. 1 '0.31 kips Vertical Load Jo� no. 1 -0.13 k-ft Moment ' Load Sec. no. 37 klf to -0.37 klf at 9O.0V deg. Load Sec. no. 4 lf to -V.37 klf at 90.001 deg. Load Sec. no. 6 / -0.37 klf to -0.37 klf at 901.010 dog. Luad Sec. no. 7 � '0.J7 klf to -O.37 k}f at 9O.00 deg. Load Sec. no. -0.37 klf to -0.37 klf at 90.0-0 deg. Load Sec. no. 11 � -O.37 klf to -0.37 klf at 90.V0 deg. Load Joint no. 12 kips �ertica\ Load Joint no 2 0.l3 k-ft Moment Load Case no.. 3 � NTND LOAD : PRESSURE Load Sec. no. 1 : V.!9 klf to 0.19 klf at O.00 deg. Load Sec. no. 0.25 klf to 0.25 klf at 0.00 deg. Load Sec. no. 5 : 0.25 klf to 0.25 klf at 0.00 deg. Load Sec. no. 8 ; 0.25 klf to O.25 k}f at 0.00 deg. Load Sec. no. 10 , V.25 klf to 0.25 k]f at 0.00 deg. Load Sec. no. !2 x 0.19 klf to 0.19 klf at 0.00 deg. Load Case no. 4 WIND. LOAD : SUCTION Loa,4 f to -O.12 klf at 0.0V dpg. Load Sec. no. 3 � '0.�6 Qf to -0.16 kB at 0.00 deg. Lnad Sec. no. 6 k to -0.!6 Wf at 0.00 deg. Lcad Sec. no. 8 -0.116 kl-' to -0.16 klf at 0.M deg. Lrad Sec. no. 0 -0.16 klf to -O.16 klf at 0.00 dog. Load Sec. no. 12 -0.12 klz to -0.112 klf at 0.00 deg. Load Case no. 5 � NIND LOAD , [�LIFT Luad Joint nc. 1 V. 4 kips Vertical Lood Joint no. l : 0.06 k-it Mom nt Load Sec. no. 2 x 0.16 klf to V.16 klf at 90.0V deg. Load Sec. no. 4 : V.16 klf to 0.16 klf at 90.00 deg. Load S e no. 6 : O.l6 k8 to 0,.16 klf at 90.00 deg. Load Se:. no. 7 x 0.16 klf to O.16 klf at 90.OV dog. Load Sec. nn. 9 : O.l6 k8 to 0!.16 klf at 9O.100 deg. Load Sec. no. 1, ; 9.16 klf to 0.16 klf at no de�. Loa Join 4 kips Vertical Load Zo1 2 � -O.O6 k-ft Nome t R 3 � * 6�E^.�S2 J2B6�BSD 3 Lcod Combin��ic:s � no-, [om�i�a�z: + Load Case no. 2 X 1.OV Load Combination no. 2 DL + 1 LL + WLP t + Load Case no, 1 X 1.00 + Load Cae no. 2 X O.5V ^ Load Case no. 3 X 1.00 Load Combination no. 3 : DL + 1/2 LL + NLS I + Load Case no. i X 1^00 + Load Ease no. 2 % 0^50 ^ + Loa� Casenc. 4 X L00 Load Cc, bination no. 4 DL + UPLIFT 1 + Load Case no. l X 1.00 + Load Case no. 5 X 1.0V 4 s ■. z:J2� �eE SG ' 2E Rn ..� _ - z.a. ' -- J9zE --- 2« �, ewi2, 5= . w. . e . .e &§ 95 w»E e£R; �S 3. a, 22. e n h« 9b ---------------------------- ------------------------------------- ! ! Oil %r 22BP : ,. G8 G9 P BZ8 %22 59 %22 29 tey ae aE GD 7.2 ! Q! %E b2BF7 m! \2§ Balm e2: %2y ae G\y IS %ey Rr RS sQ §@ 3 ; Q! &30 227P4 R! 2\a 0.6 F 18.17 0.25 3.9 0.22 3.9 %Em 55 58 7.2 SS 3 Oil 2020 BS1 2! 4 , 2.84E 227 %2y %8 R200 25 «RR RS RS §9 Eg § 5 Q! 4020 10s4R6 g! «30 %y F e24 %22 a9 \99 a9 %Ey ae se se t� § 5 g! p2§ R2 F 7 R! S2§ 20.67E 22! \zy t% %// G8 %R\ \\ se SC s\ 7 7 n! 2»0 227 Fa R! 62§ 224E e2! Gay %5 %2w ae \2R sg RS Sg SM 9 B M! eae 224e9 e! 6J01 %g F 1924 0.202 7.9 0.25 71.9 G23 ae se 7.5 7,2 9 § H! 620 224F10 Q! S20 ea7P 26.07 «SQ a# G29 55 GRQ %r 9.9 eJ Sg 2 2 M! eae 2a7PR J! e29 o r 227 0-- a9 1 c: G/ ReS %@ &g %2 52 B R G! 8020 527F2 M1, 927 53eF e,3 %2\ as G29 a8 GR9 Rg Rg 5g sS E E oil9a7 bs§ RE g! 9a7 G9 F b\/ E22 3.9 %22 %# Rey %e %e 7.5 7.5 . ' y RR REg A' 2S2E9 X E�9 SE9 X E& 2S9 X2292a9 X. 2§ A � memo' C_ .e_ mrser Messes Ai:^r&_ ...`o_E_ _.::t' chok ax ------------------------------------------------------------------------------------------------------------------- 1.00 0.00 -4.64 0.00 0.00 -1.66 0.00 0.00 1`.yr 2120 18.39 -0 13 :.00 '!. _0.13 1.01 0,00 -4,92 -0,00 Too WO 100 -100 M 95 2120 10.89 W 3 TOO -0,H -113 1.02 -0,00 -5.00 -0,00 -0.00 -1,73 0.00 -0.00 12.95 2120 16.69 -0.i:? 0.00 -0.00 -11.!, 2.00 -4,42 -0.37 -0,16 -2,46 -0,11 0,18 -0.16 I L 70 2120 2 .6E -0. 11 101 -101 -101 L01 --M -0.00 0.13 -1 00 -1 00 -2198 2192 1&70 2169 2120 _;1 nf! 1,01 035 -1 11 2.02 4.40 0,37 0.00 2.45 0.11 -0.00 100 .20 216E 2120 N 00 -0.00 0,00 100 A 00 OAO -6.13 0.00 Too -LEI too 9.00 1195 2120 1B.09 V 22 100 OAO -!.22 3.01 0.00 -0.21 -0,00 100 -1 6= Too 1.00 1195 2120 1189 -N 22 0.00 -100 -1 22 ..0 -0. 8.30 ".:_ :... a.._ !i.'10 C%%.:O 1195 2120 19.69 A22 100 TOO -0.22 4,00 -3.7! -0.31 0100 1.06 - 09 too NOO 1170 2121 a_.SE -101 100 OAO -101 4.01 0.91 0.08 13.99 0.5 0,02 45,99 2.99 2120 2169 2120 i1 OO -167 013 -167 4.02 5.51 0.46 -10.ik 107 113 2165 -^. {_ 2120 . 20 2 120 2169 : 66 101 02 -( 07 _� 97 r+ 01 OAO f� AT _0 fl _� r 00 _f1 .1.1 � .95 2 2 t 1^ _ 1 h, .,. 1_ V.-l:' i�!.�1 ..1!+. v.'.!1� ...;4 1•.:'J :.l.l: li.i.r .i11 ,u.Ei '::.21 :;. '0 -0.00 -127 5,02 -0,00 00 -10.31 0.0 -!1A!.l -1 00 Il 00 1195 v5 1199 99 2120 _ 29 &00 OAO -0.26 6,00 -4,50 -0, 7 4E.19 -2.5 -0.11 20,65 -a:.6` 1170 2120 2168 -0 01 L02 -0.67 -0.66 6.01 _a.20 _V.I9 _1.4v -1 22 -1.05 1.5 -1.59 1MO 2120 yam - OO 106 -007 _ 07 6.02 0.11 0.01 3.84 0.06 0.0`7 -C 36 C M 2 "0 2 6E 2120 100 -�,1 F 0,1, -116 _ _J vU LU.Lv L�_.0 a� iJ / 7.00 -0.10 -0.:1 304 -`:. !6 -0,00 -4,36 4,36 1700 a_.60 2120 -100 -119 0.0 -116 7,01 2.20 0,18 -1,42 1.73 0.05 1.61 -1,61 2120 2120 2168 100 106 -0.07 -107 „02 4.50 ME -lu.a_ 2:=1 0.11 20.69 00.69 2120 2120 a..60 100 102 -OA -1 87 too OAO _1(`i 12 0.00 100 - .`1 Too 0.00 1195 2120 18.99 _;l 27 100 OAO -r, 27 0.01 0.00 00,22 -0,00 0,00 -3,54 0,00 -0,00 1175 2120 18.89 -a `1? 100 _100 -..a: 6.02 0,01 -10.32 U.__ .."J .. ..:. ..00 1195 ,v.U.' 2120 -0.2: -0 AO _... -J._ 9,00 _r.q. -:.4J -19.i_ -?.17 -i 1? 2169 -21,9 1770 2120 21:6 -101 02 -OO7 - EE 9.01 -0.91 -0.06 13.9E -..51 -1 ,2 A186 14A{ M70 2168 2120 -100 -167 013 -167 9,02 3.69 0.31 -0.00 2.06 9.09 OAO -O.C'1 2120 2120 2166 100 100 -OAO 100 10.00 l- ; -C 12 0.00 00 _a ^1 0 r., f. 2S 1 c^ -0. a r, 0 f, _ 22 :!i) u. J: .C�. ..Ji% J.OI' 12 .., �.LL i6.L•Y ']^ .�1':! (:.'J6 _.ice 10.01 0.00 -0.00 0,00 - .94 0,00 -100 1'?. 5 2120 1 99 -1 22 100 22 10, -0. -r._. 0.00 -100 0 BE 100 0.00 11?5 21 211 1 E.69 -N 22 100 TOO _(1.22 11,00 -4.40 -..'i -0,00 -1 P -111 100 -100 M70 2120 2169 -101 100 -0.00 -101 11.01 0.:1 0,06 21,13 100 100 -219S 2190 r 20 2168 2120 0,00 -to! 035 -1.01 11.02 4.42 0,37 -0.1 M6 I A OAS 0.16 21 2C 2120 2169 100 101 _0 M 101 12.00 :,00 -4, 4 0.00 0.00 -1.12 0.00 0,00 1195 2120 1C H -113 100 0.'OT V13 1101 100 -4.52 -0.000.00 -1.70 0.00 -100 11K 2120 1E.3? - ,13 100 _0 0 -.1 17. 12.02 _0,`0 _C _ ill{ 1 _ �\ �' 00 _ 11 95 2 20 1v 4v _ 1? 00 _f f -i, i ':L :.... ..:_ �•.`1 ,., :I.i:! .... ai.;� ate.a. .::... _.._ .... ..f!:1 _.i3 s a e, All J23�J0, D,spIacement_ and °eact:c•s f=c . DL + L� D:splaceme�t 12act .n 1Q:nt Far i2-`-itai Yert a: �via'1"^ai �,2,,, c r,taI V?f+icai Rcfational No. {:n' radi t1;i ? ipi f:-t4. t 1 0.0000 -0.0 i i" 0.0130 0.-J-) 0.00 0.:!1: 2 0.0000 0.0OID 0.0;H 0.00 -1.00 0.00 3 0.0000 -0.0214 0.0090 0.00 0.00 0.00 4 0.0000 0.0000 0.0000 0.00 -8.30 0.00 5 0.0000 -0.0290 -0.0032 0.00 0.00 0.00 5 0.0000 0.0000 0.0000 0.00 -1^.31 -0.20 7 0.0000 -0.0499 -0.0000 9 0.0000 -!',.0291 0.0032 0.00 0.00 (1.00 9 0.0000 0.0000 0.0000 0.00 -10.32 -0.,)t 10 0.0000 -0,0214 0.0129 0.00 0.00 0.10 if 0.0000 0.M00 0.0000 0.00 -10.30 0.00 12 0.0000 -0.{'117 -0.0130 0.00 0.00 4.04 13 0.0000 0.0000 0.0000 0.00 -5.0 0.00 a 1 Stress Pseu..c' __ ._. , :.. __ '_F t ---------------------------------------------------------------------------------------------------------------------- Meurer Ferces Meter _tresses -____ Un;.+: -n'_.. M�... m Nc F:rce Force >n. nt Mess, Stress Let Right Space Stress Let Upt Mal ♦-•enlin Sires -- 1.00 l.v_ -2,07 0.00 112 -19; 100 100 M27 :160 a ,1( 1::6 100 1.1i'0 -0.1:6 1.01 0.00 2. .5 6.43 0.00 ,02 10.22 -10.22 1;,27 _.,br' 2119 -0.06 130 -0,4' -146 1,02 -1.55 -3,03 0.00 -1.22 A A5 -0 0 1,.0 27 2119 3 60 , , .0'.. 0 1i.•, _ .,,,:. -1?,0„ -J.1:0 0.00 -0.06 2,00 -2,62 22 -0,09 -L 46 -106 110 -1.10 2160 3160 3 ,H -100 100 -100 -1!,01, 101 WO -11,00 255 -100 -100 -14,2`_ 1C 25 M 60 3118 31 LO -100 -1 4` 11.42 -145 2,02 2,61 0.22 0.00 1,46 0,06 -100 100 M 60 :1,58 3160 100 -100 0,00 0,00 3,00 2.27 -4,83 '1.00 13 -107 100 100 ii.27 -160 2119 -10.10 11.00 O,i111 -11.10 '.01 0,00 -4.92 -10.30 :' 00 _1 O WE _1r. ' 27 0 2S 1C _ i .._ 1. 1_ l v.aE 17 a, : -1 1 U 0.49 -0 5 -11 75 3,02 -2.27 00 0,00 -13B -K 73 100 0.00 1127.27 21 n -110 1 00 0.00 -1110 4.00 -2.20 -0.19 0.01' -..aa -105 -100 r+, i(; Wn M58 3160 -100 100 0,+1(1 -100 4.01 0.54 0.04 8,31 01. 101 W4 144 ?.60 W 19 3160 100 -130 010 -1 30 4,02 .,27 0,27 MY 112 108 112, -1127 3160 316 3.,5E .,00 13 -017 -0,39 too 2.48 01 0.00 115 -108 100 000 IL27 )',60 2119 -112 100 IN -112 101 TOO -6.11 -._.aB 00 -Ili 1? 52 -1952 ii2i - -- 2� 1: 112 . 56 -OJ7 - v0 5,02 OAS -6.a0 0,00 -115 -L 15 -TOO 0.00 17 M 25.19 3160 -+1.12 -100 10,H -112 6,00 -2,67 -0,22 -10.91 -i.49 -106 1127 _12 27 2; 0 71 ..`9 -100 137 _n 1° _n -° 6.01 -1.30 -0,11 -0,93 -1„_ -103 195 -195 23.60 31 0 '' -100 TO3 03 -103 6.02 OA6 101 a,2e 0.03 0.00 -159 159 3160 ME 3160 100 -106 n ° -108 7.00 -0,06 -0,01 2.28 -103 -100 Q.59 2,59 23.D '1.59 _. L11 -0.00 .08 1' ° LOI 13 ...i _ 016 -+1. :6 _._.60 .160 31.59 0.1:0 103 -:!.,,o -O.J. 7,02 2,67 0.22 -10,93 L 49 106 1125 -11 29 3160 _..60 3118 0.00 11.37 -019 -1 39 8.00 2,4E -6.01 0.00 1,95 -2.0e 0.00 0.00 17.27 3160 2119 -112 0.00 0,01? -112 8.111 1',00 -6.11 _12,28 100 4 1152 -1152 17,2 3160 2117 -112 158 7 -1 90 9.00 - ,27 -127 0193 - -129 12 -12 29 M 80 7160 - 58 -100 137 -n 9 0.3? 9,01 -0,54 -0,04 °._:' -101 -9,42 142 2160 ._,5` 3160 -100 -0,30 0.H -0,30 9.l'12 2,19 0.18 .,as '1 05 100 -100 +3,60 3160 31.5' 0,00 100 -O AO fi 00 10.00 2,27 -4.63 Too 1.78 -1,67 100 0.00 M27 _.,60 2119 -0,10 100 0,1!0 -110 1101 KOO -4,91 -1020 TOO -1.70 16,:° A&H 1127 3169 2119 -t1.10 149 -0.H -1775 10,02 -7 5.00 0,00 -138 -1..3 100 100 '' a, 3160 2119 9 -110 100 TOO 11,00 -2,61 -0,as -0, .' -1.4 '6 .00 -100 _.60 .31 60 _1 58 1 .0 -0.110 0, �;1i: 6 -{? rl '1 fJi; 1'' - _11 ii0 ri, i , -100 11.01 TOO 0,00 12.55 100 100 -1415 1025 '? 60 :_ 60 rl 0 -11 0.42..�� .J�. ti3O .4.; .45 11 2 212 0,l -0,09 lA6 106 110 -11 60 3160 3119 fl.OO/: N OO N 0.00 12,00 1.55 -2,07 0.00 112 -I!,P 1;,00 0.00 1127 3160 2119 -106 100 0,00 -106 1101 100 -2.?5 -6.47 ..00 -1.02 1122 -1'',22 17.2. 2119 -10.06 :1.30 -0,41 -1 46 _1 r '0 ;7 1 1 c 6 _r, n -r; , la,:a -.._„ _ ,�i, 0.1i�! -.,22 _.0= -f?,;1.:� ..:': .,._. 2;,..9 _.._'`1 -fl.(?u ..:0 (!,n,i _,f,ti ➢isPla.ements and Reactions for . D-1 t .,. L L a NL U 1 -------------------------------------------------------- ---------------- Disrla:efnent Feaccn cia* Horizontal Vertical F;Gtati=na 2.Gt21 Y?!ti ai f:otaticnal 1 -------------------------------------------------------------------------- 1 0fl!0 -.. 'J'. .. .f"?- 1.55 0.0 0 0.:10 2 0.0000 0.0000 0,0060 1.55 -3.03 -0.00 z 0.0000 -0.0128 0.0054 2.27 0.00 0.00 4 0.0000 0.0000 0.0105 2.27 -5.00 0.00 5 0.0000 -0.0174 -0.0019 2.48 0.00 0.00 6 0.0000 0.0000 0.0136 2.48 -6.20 -0.00 7 0.0000 -0.0297 -0.0000 8 0.0000 -0.0174 0.0019 2.48 0.00 0.00 9 0.0000 0.0000 0.01 6 2.48 -6.21 -0.00 10 0.0000 -0.0128 0.0077 2.27 0.00 0.00 11 0.0000 0.0000 0.0145 2.27 -5.00 0.00 12 0.0000 -0.0070 -0.0V7 1.55 0.00 0.00 1" 0.0000 0.0000 0.006.0 1.55 -:.0 -0.00 -------------------------------------------------------------------------- o M ^er 'e= Ma rr- -" S.1 ❑..�c =t rec c-- .;�i:�„ k, Grrre 'rr-e LT._..rr�+ --Tc --r e" „Li _ `i.o_r L°" L'-^::i _ -. r C}•ecc r. ----------------------------------------------------------------------------------------------»»-..----__-_------------- 1.!i!. -(!..; - u7 -..7i� -i;.?` '�,i� ..�'!! .. 'SF - 11,7n !�.rii� -..:!u !.C -0.no 2 9c u._. 1 �? 25.19 60 -f),n6 -r'.�5 0.19 -',!,Tt 1.01) 0.97 -3.07 -0.00 0.76 -1.U'- 0.00 -0.0.,0 17.17 77.60 2c.1? -0.06 !?.00 -0.00 -0.06 -0 ^12 -f:,!?S -1.4 -0 ;6 0 11l -fi 10 - : ! '? 6(j '1 -0 !' fl (, ( ,0 -) ?,f:1 -;� fii' -..ilt! 1:,iZ5 -0.0 _(5. !r -14.« 14..2'.5 �_.6'�' ).5u __. f: -l.00 -i.i.4 '.!.42- --,45 C v.CjCl 4u U, %E. -('t,:",l i fi.!!'.1 .b'� 71.5� ..^mil'' (!,Qy' -(j,�fj 4?, Ifl 0.(!O ,0 -1.45 -4. _ ;?.'`1'i -,.il -1.�' y.:�' i.o i7.17 ?7.a!! �5.10 -l).'( i f;!? 1 fi(] _ii l(? 1 r?.nf; -4.9 4 0!.00 -1.70 -1 fi.� ''.'.1)7 1-7. 7 qr.•4 . f`' -'"' _�,4' n 7, -'`) r(i [ 1,42 -5.`''? -0.1100 l.i. -1.. _ Hi -..f'fi 1'.Li77.u! 5.1 -0.:0 :'C f r _n r .70 �:4 _;4 c.'1 ,.70 O.uI -0.44 4 __ 'ri 71.=-1 no -.. -' l -1�.17 „ 'n L.1 7...`P. 79 -_.'.!G ..VC) ..Ufj 17.-, ,LA _5.:w -O.:1 0.60 rl on -').in 1 i.:.20 E.(! 17 48 r , 1 rc _ `fj rl nr., ! ;;0 i ^c 1c Ln -', 17 -n fin ;, nn _n 1., s:.C)(1 -..ul -0 211 -10,81 -1.4` -..6 ...27 -:2._i :7.LO _7.60 71.r -0.00 0.v. -J._. -n.7 i:.Ol !? -1,30 -i=.i i 0: -n.77 -!?.`.'_ i1.a° -l!.`.`5 17. 77.60 60 '_1.Cp -0.QO 0.1)- -1'. j3 -0.o7 0.06 0.C!1 i.i[ 'J... ..!1!_i -L.JJ �..:9 _?.j(i z'1. 'J!�,I� . .`.'!J -I,I,i�` !.,0y -(),'.!7 7.G(' -O.Ou -O.n 1 ..^8 07 ?.l!0 -_.5y ±.55 .60 31.58 -O.DO _0.06 0,00, -0.06 . . 1.31 0.ii -0.84 0.73 :%.0 0.96 -0.96 u0 :3.60 31.5z6 0.00 0.03 -0.07 -0.07 7.02 2.67 +?,22 -1['.87 1,49 0.06 12... -12.39 77.5(' 33.ui1 31.�u O.i?(! iJ.'7 -0.19 -0.79 �.00 -1.°5 -u.ftl Oi .afj 0.00 0.00 17.77 :7.60 25.1 -0.1:2 (11.00 0.00 -011? '' - no -� '� .? 1� ''ii. 17 ^� ^� 10 ft -fi -(! C n - I 3.!'° 1.�5 - ._1 0 �� -�.1` -0.!J'_! 0.(h:' -l% 1� -(!.UU ('.Uri 9. Cl. : -1i1 -1,?: '_.'Ju 9 -1�.�a t.o _.. 1._p no .1. -':.7p J. -f' r ❑ 7r, _ z:'; -(!. -..4 4? �..`f L .` "' -fi 'fj - .'(% f' SC -!?.-0 ..J u._. J_ 9. . rJ . ._.v4 J0. _ 0. R (j5 ? 1G ii 1F. -n Cl, 1 !: f5 0 ;,n - ; !,yl (i j rl!' 0.00 -fi '':f} l OCT r r: .. „ .. .. .. __.J. 10.00 -1.4� -4.°' ^' -i,i 1 -1. '• i;.0(1 r;,0n 17.�. .u.6v (%.i(; ;,rj f; ,fin -0,10 -...__ lr�.a_ 17._. 35.10 _ .u!? -i',lf! -0.41 0.'a _.i,51 1r'.!!: .4i i.11 -1.7? f✓ nn _n.no "C(! `r'19 -.,1:' 0(' -ri.!.' -t!.:? 11.00 - 1 -(% r� - -1.4L _') til fj 5^. -il 00 0.CIO _f!,!"1 i?,i^f) 1 a.D �� 4. 6 0 i_. l _C :J ( " ff; rC fi f:r: _ .!S �;; ^S Lr, rL. f) ! -!; ` n _!% r 1:. 1 !'( .i.:j_. a._ i4.i.J uCj !. 4.. 42 4J li..� 2, 4u !.'..., !i.10 4..1. �.i __. . "0 1 -,0 - l - 1 l-f. ;[ U.� i( Ll ' ..: iJl, 1!?1 -1(!.,0 6f; „!2 :u, -0,06 -_,2-5 0... -'i.3i 14 7 _ rid _r• r,5 r)(i -ii,(1 t! ..,E'••' Sr - ,rL: !`: -u . .'.!. li.97 ..:i+ ..7E -1.. . .L7 :'! :' %�! -(i fll! -fj,i! E_Sa1aCcIT?iit5 and Rea:L--^5 D- .l._�-=-sm n G?a-L13n �ir11 ~unl7.ir.tal itl2r •___ ....__�:_':3: a! ve-1. .=34.-n.1 2 0.0000 0.0000 -0.00717 -0.?7 -_.0' 0.00 3 0.0000 -0.0128 0.0054 -1,42' 0.00 13.00 4 0.0000 0.0000 -0.0066 -1.42 -5.00 0.00 5 0.0000 -0.0174 -0.0019 -1.55 0.00 0.90 6 0.0000 i'.0100 -0.0085 -1.55 -6.20 -0.00 7 0.0000 -0.0297 4.0000 B 0.0000 -0.0174 0.0019 -1.55 0.00 0.00 9 0.0000 0.0000 -0.0085 -1.55 -6.21 -0.90 10 0.0000 -0.012B 0.0077 -1.42 0.01*1 0.90 11 0.0000 0.0000 -0.0066 -'.42 -5.00 0.^0 12 0.0000 -0.0070 -0.0077 -A.97 0.00 0.00 13 0.0000 n.0000 -0.iOO'7 -n.a' ..0' G.fO -------------------------------------------------------------------------- a 9 S .^4Ea Axial Bending My AVE Bending i AxialBending 3t. ForCP Force Went _1•c-_ EPESE Left Right Q.p E. Stress left Right Ari=1 Bending Rip) Rill .. ASK ._ ASK f1^, '.!._P kab USE Left Right Rat iC 1.00 0.00, 0.8 21 0.DO 0.00 0.28 0.00 0.00 .,.60 .3.60 25.19 O.r'1 0.00 0.00 0.01'' 1.01 0.00 0.74 -0,00 0.00 0.26 MCC) -0.00 33.60 33.60 25.19 0,01 0.00 -0.00 0.01 1.02 -0.00 0.66 -0.00 -0.00 0.23 0.00 -0.00 33.60 33.60 25.19 0.01 0.00 -0.00 0.01 2.00 0.74 0.06 ].03 0.41 0.02 -0.04 0.04 33.60 31.58 33.60 0.00 -0.00 0.00 0.00 2.' , 0.00 0.00 52 ,.-. 4.Do -4.00 33.60 33.60 .1.58 0,00 0.12 -0.13 -i!.1? 2.02 -0.73 -0.06 0.00 -0,41 -0.02 -0.00 CAD 23.60 31.58 37.60 -0.00 -0.00 0.00 -0.00 ;.00 0.00 1.35 0.00 0.00 0.47 0.00 0.00 33.60 33.60 25.19 0,01 0.00 0.00 0,01 3.01 0,00 1.27 -0.00 0.00 0.44 0.00 -0.00 33.60 33.60 25.19 0.01 0.00 -0.00 0.01 3.02 -0.00 1.18 0.00 -0.00 CA! 0.00 0.00 33.60 33.60 25.19 0.01 0.00 0.00 0.01 4.0^ 0.62 0. -0.00 0.34 0.01 0.0 -0.00 33.b0 37,60 31.56 0.00 0.00 -0.00 0.00 ,01 -0.1` -OA! -0 _ r,! 65 55 21 60 __ 60 '1 p ° _n 4 _. :.;,8 .,t'G .. a.. .VY .,/C' -0.0C 0.0� -0,00: _. 4.02 -0,92 -0,09 3,03 -0.51 -0,02 -3,44 144 2160 31,56 31 N -100 -!!.11 0,10 -1 11 too o O 1.69 too O O 158 O r O CAD 3160 M 60 2119 19 102 100 IN 102 5101 000 1,59 -0,00 0,00 0,55 0,00 - :,00 3160 M 60 2119 r2 r -(;FAO 1 5,02 -0.00 1,49 :.00 -100 52 -100 0,00 3160 2119 3160 102 -100 CAD 102 75 12 0 _ 3 0 a 59 3 60 n 1 f,6,;,n il., ..,'6 _.�!' O.y ..!;� ..44 _.4�1 J�:.6:' 31. :, ,;:,.__ C'.:�I -(!. '1 ..1+' -1:1 6.01 0,37 0.07 0,23 120 0.01 -,27 0.27 3160 M59 3160 100 -101 0,M -101 6,02 -0.02 -0,00 -0,64 -101 -100 173 0 2160 0 71 H -f, r �,^ ('2 _ 02 7,00 ..02 0,00 -0,64 101 �.0 033 -..73 .160 316. - 58 00 ._L -t1. -r102 �! Z r; fi '1 ��' R 1 ''1 '�^ tit 7 -7 .L4 -0,2•: J,27 216t! M59 --•6' -100 -.!.01 0.'01 -`.01 7. !1 -r^ i7 _;, ;!� 7 f :ri _'1 �"1 -ri r r r , r 7,02 -0,75 -0.06 ..0 _1 -1 2 -145 145 2160 ,1 59MID -100 -_,11 0,10 -1 11 pL OO CAD, 1.0 A0 ED i1,r_ O ;!1 .00 3160 3160 2119 102 f! O O O fl !9_ - J 00 00 0,55 0.00 -100 __.IG vI M 60 rv,l 102 100 WO O ,Lli 9,02 -.',0 0,00 -0,00 0,52 -0,00 O [I•.! 3160 21 Y 9 3160 102 WO O,H 9.00 0,92_ OAS 3,04 0,51 0,02 -145 3A5 3160 31.5E 3160 0 -. .a I -11. o! t,._ 0,01 -2,53 CAB !,.. 164 064 Z_.60 3160 M 58 EDO 106 _rl r_G _f; 08 9,02 -0.62 -0.5 i ..- -101 00 .A'.1 2160 3i.58 0 -i' 00 -..00 .,�!!J , Do., .Gv -IE,t:.- 10.00 0.00 _ 5 0.00 .00 47 0,00 10 3160 3160 2119 101 0.00 OAO 101 10,01 1.00 a.L^_ -0,00 ..h:^ 144 'J,AO -1:0 -? 0 ..h,`�' 211 ,01 1r00 - ,r O �1 01, q •iJ __ 4 _ .. �1 10,02 -0.00 1.18 0.00 -0.00 fl A! Too 020 Q 60 3160 2119 c1G 101 100 CAD 101 11.00 0,73 l U 0.00 CA! , • 31 6C a X 3160 100 _K 00 _ lye,4!i ,. .. ..00 ..52 -J.!'. -0.00 4.00 -L,nr WO 3160 71 19 -100112 _r; 2 11.02 -0.74 74 013 -0,41 -0.02 -1 OZ OA7 2160 3119 33.60 -100 -100 0.00 -1.. 12,00 0.00 0,82 0.00 r: nr OAS 010 1.00 3119 •.0 2119 101 100 CAD _.r11 _.12.01 0.00 74 -0.00 100 l,__ too _0.0 3300 3110 2119 101 100 _0 0 `, 01 1102 WO 0,66 -0.00 -0.00 123 00 -.•00 3160 .61 2119 101 0 00 WO 101 _----- ----------------_»____----r---------------------- --------- � 9 r S ' ; 4. E2 2 r�: pry 1 .+'J JL.v.1 «:Sr aremen:t: an� F2 a_ti:^S in, «- i .�"-,'. I -------------------------------------------------------------------------- ED'SP � M. - L•_Y1 L2ST a..:: :l�dL t.Jli or•;di 1:'�'�1:_:IL?1 -r..[61 L_L. -------------------------------------------------------------------------- 0000 rt 0,0 n h o r', r', n r: L I�}� 3 0.0000 0.0033 -0.0015 0.00 0.00 O.CO 4 0.0000 0.0000 0.0000 0.00 1.!8 0." 5 0.0000 0,0045 0.0005 0.00 0.00 1.1.^O 6 0.0000 0.0000 0.0000 0.:H I.4? -0.'J0 7 -0.0000 0.0080 0.0000 8 0.0000 0.0045 -0.0005 0.00 0.00 0.^0 9 0.0000 0.0000 0.0000 0.00 1.40 -^,^0 10 0.0000 0.0033 -0.0022 C.00 0.V 0.00 11 0.0000 :0.0000 0.0000 0.00 I.18 0.':0 12 0.0000 0.0018 0.0022 0.00 0.00 0.0(, 13 0.0000 0,0000 0.0000 C..1.O ^.E-6 0.00 -------------------------------------------------------------------------- Report Complete q � - J_866GCD � BASE FLATE : Jmint 2 Column Aea=tians ; Maximum vertica! = E. 0O kiP Maximum Horizontal = 1 . 55 kip * Maximum Uplift = 0. 66 kip * Member plate sizes : Left flange thickness = 0. 2050 in . Left flange width = 3. 9400 in . Right flange thickness = 0. 2050 in. Right flange width = 3. 9400 in . Web thickness = 0. 1700 in . ` Member depth = 7. 8900 in. (2) Bolt base plate : Use : B in. x 6 in. x . 25 in . plate Use : 2 - . 75 in. diam. A-307 bolts Y - gage = 3. 5 in. (4) Bolt base plate c Use : B in. x 6 in. x . 25 in. plate Use : 4 - . 75 in. diam. A-307 bolts X - gags = 3. 5 in. : Y - gage = 3. 5 in . Note : forces that are followed by an * are the results af a wind load combination. The allowable stresses for these forces will be increased by 1/3' 0 1 JTEE hBCD � BASE PLATE : joint 4 Column Reactiors ; Maximum Vertical = 8.ZO kip Maximum Horizcntal = 2. 27 kip 1' Maximum Uplift = 1 . 18 kip * ' Member plate sizes : Left flange thickness = 0. 2050 in. Left flange width = 3. 9400 in. Right flange thickness = 0. 2050 in. Right flange width = 3. 9400 in. Web thickness = 0. 1700 in. ` Member depth = 7. 8900 in. (2) Bolt base plate m Use : 8 in. x 6 in. x . 25 in . plate Use : 2 - . 75 in. diam. A-307 bolts Y - gage = 3. 5 in. (4) Bolt base plate : Use : 8 in . x 6 in. x . 25 in . plate Use : 4 - . 75 in. diam. A-307 bolts X - gage = 3. 5 in . : Y - gage = 3. 5 in. Note : forces that are followed by an * are the results of a wind load combination. The allowable stresses for these forces will be increased by 1/3. P x ^ � ' J2866BCD 3 BASE PLATE : Joint � Column Reactim3s » Maximum Vertical = 10. 31 Ma:imum Horizontal = 2. 48 kip * Maximum Uplift = 1 . 49 kip * ' Member plate sizes � Left flange thickness = 0. 2050 in. Left flange width = 3. 9400 in . Right flange thickness = 0. 2050 in . Right flange width = 3. 9400 in . Web thickness = 0. 1700 in . ' Member depth = 7. 8900 in . (2) Bolt base plate : Use : 8 in. x 6 in. x . 25 in. plate Use : 2 - . 75 in. diam. A-307 bolts Y - gage = 3. 5 in. (4) Bolt base plate : Use : B in. x 6 in . x . 25 in. plate Use : 4 - . 75 in. diam. A-307 bolts X - gage = 3. 5 in. : Y - gage = 3. 5 in . Note : forces that are followed by an * are the results of a wind load combination . The allowable stresses for these forces will be increased by 1/3. a , * * 32866BCD 4 MOMENT CONNECTION n Secticn 7. 00 Applied forces : Maximum ne t vi t 0 64 \ ft I,'�a z ve momen = . �� Maximum PoLitive moment = 3. 84 kip it Maximum shear = 0. 10 kip Member plate sizes � Left flange thickness = 0. 2100 in. Left flange width = 3. 9600 in. Right flange thickness = 0. 2100 in . Right flange width = 3. 9600 in . Web thickness = 0. 1900 in. ' Member depth = 9. 8700 in . End Plate Connection : Use : B - . 75 in. diam. A-325 bolts Left Flange Weld : . 125 in. D. F. Right Flange Weld : . 125 in . D. F. Standard End Plate : . 375 in. x 3. 96 in . Optional End Plate : . 25 in . x 4. 554 in. Web Weld : . 1B75 in . D. F. x 2 in. Note : forces that are followed by an * are the results of a wind load combination . The allowable stresses for these forces will be increased by 1/3. C Jog AJo.Tz��� END w.9L 1 GRID " 17 1r4/ /O Y,12 /0$S2 W io xi2 3 W/OX�2 x CD � r2 O x � OD 2 4 6 l• o S,ILO 7.d 121 b 8. 3�/6 I 3116 A3ZS 6OLTS g5zs BOLTS A3ZS SoLTs A3ZS BoLTs Euo Pt.. AGt � (2-) 3/4 '4 A3ZS BOLTs A3ZS boLTs i 3�/� Euo PL. � `� X S Epso PL. 3�1b 3//6 '2-� ') 31.+�� A307 A.F. GOL.Uo. BASE PL. I I i ,9Z L 6 Y,9 X V + A3ZS BoLTs A325 50L.Ts C/AP PL. V 4 x 4- GAP PL. I c 5.0 BRACE CABLES B FASTENERS RATED BREAKING O STRENGTH AND : ALLOWABLE LOAD OF EHS CABLE KIPS ) BRACE EYE BRACE GRIP EYE BOLT SPHERICAL FLAT HEX NUT WASHER WASHER SIZE STR. ALLOW SIZE REO'D 1/4' 5/16. 3/8' 7/16' 1/2• 5/8' 3/4' 7/8- SIZE REO'D SIZE REO'0 SIZE IREO'o 1/4 6.65 3.325 6O110 5/8' 5/8, 5/88 5/161 11.20 5.60 60110 5/80 5/8' 5/8' 3/8 15.40 7.70 60110 3/4• 3/4• 3/40 7/16 20.8n 10.40 60112 3/4' 3/4' 3/4' I/2 26.9 13.45 son. 7/e' 7/8•I lie' o.+ b�ort � B�zn.cc.G/cl� e d Ge�c• S.or-SISE RJ.PTeT oL A 's�Z. Bo�c Eve — EtiE r B RI••Ci 6'f21P i N r CAOLt � Lnr re �L �AU►J�H CA�L•E '�ONr.J .� Sc+w�-BoHe�Ic�� i`JAI•T•S• p W^s..ca a E.c eo�T Br«.e.e.GR�► . Bancc Gglr . E C.►a�c fJ.T3 q r RAFTER CABLE CC) I n. EAvE Nrs , 7 8a�t cs�l► E - �� A Eva E3o.T ScM1—Sglt*R.G InL �n/A yM a O S•Ehw-SrNGRK AL � —_— wws"&X E Eva Bout Ba�.ee GRIP E CA OLE ASt C A13 L E 0 BASE CABL• E CJ R DOGE p1•T•5-' Q a I (4t3 zs/¢> _ �0,2 r""/�rz sw W,4zl- Vs-os /S� - 2_ 09 K 3) IY2 4-4 vPL = 4,0�( >�` 4•zPK S/k(7-4N `'�.2°/Y.3) ov 4{I s,K zoo vs,�r I SET ��6 �I &/S C, &,F- « 000 ��: /Gi iR��F 1�s��s_ , 7s(�)�I�(•J4X.oi3zS�(jGt�x¢8o� = 66, 78 2 2 Z)(/Gt:)) - 2 0 3 7 K 000 6 6 . 78/z 3 7. Q 4- K vPL 661 7810< 1i k 4tD 3/8"� FNS CABLF z @,RCr.V -•fiFAre wgce-) I/sz7s or 6, 79 C Zs* /� 2 S, 0 4, FcyBCE 2 S, C 4 = 3 I. 5.57- !/SF' (6-) SET S�Co E.�/5 C 9,8L� (E RG�F lelA6�) VK&7.5 t 66, 76�z s/z��ov � 6. 3 S Fc�BCE= 8.3s" - JO, 69 x 30 24) l ysF (9) SET,$ �3i'i9 J SU��/rlAl�Y M `316?f `� �B v 5�6► r_X-15/46 -� O a �q v //¢ B � < A x s z i Va fro 319'Ile O O O O O O O O O I1 Iz /3 C4 %Si b I'✓ Q A * x * * 7011fic Highway * * * * Woodburn, Oregon 57071 * * * * Phone 102-981-95B1 * * * ******************************* File Name : J2866AC3 z /6/IJ Ah-vw&--� /Frame Title 1O04039 25/20 VA W/3 PSF AUX. Prepared by DN 8/12'87 Execution Options An.�lysjs �;Iy Numbp, of Analysis Cycles = 1 Reports 6Enerated � 1. Member Design Data 2. Forces Moments and Stresses 3. Displacements at Reoctirns Bdlding Configuratiz : Building width a 00.00 ft. Bay Spacing = 30.00 ft. Span Width(s) (ft.> 2 50.00 5100 ColMm Basc mentions (ft.> = 0.02 0.00 0.00 Left Eave HEght 1G.0O It. Left Column Slope = O.V0/\2 Left Rafter Elope � 1.VV/12 Right Rafter Slope 1.00/l2 Right Column Slope "' Q.NO,-/!2 Right Eave Height = 1G.0V ft. Left Girt Depth in. Purlin Depth GA0 in. Right Girt Depth s. Structural Steel � Flange Plate Yield Necgth * 42.V0 ksi Web Plate Yield Strength = 42.00 ksi Modulus of Elasticity = 29000 ksi Daf. of Linear Exspansion a 0.0000065 ` a % _ca_ 'ase ";_. . . Live Load - LDad Case No. } W;7,e -aft = 15.60 o sf cq = 0.90 for Member no. 1 cq = 0.110 for Member no. 2 :; -- 0.70 for Member no. 4 cq = 0.50 for hemmer no. load Combinations ; Load Combination no. 1 CL + LL + Load Case no. 1 X 1.00 Load Case r•o. 2 X 11.00 Load Combination no. 2 CL + WLL# + Load Case no. 1 X 1.00 + Load Case no. 3 X 1.00 Load Combination no. 3 ; OL + 1/2 LL + WLL$ + Lad Case no. 1 X 1.00 + L3ad Case no. 2 X 0.50 + Load 'ase no. ' X I.BO Load Combination n-. 4 CL + LL + 1f2 WLL# + Load Case no. 1 X 1.00 + Load Case no. 2 X !.00 + Load Case no. 3 X 0.50 ---------------------- --- —__------_-----__ --- _________--»--_-_-_-_-----___ ,4, , F..q I -. .,... i _.:_ c. ..... ---- �_ :...'I., ...�: ------. .,__. �ciC `:�. F;ly.:. F'_g- 'r:2� ?_. i��:Li-i FT CC !y1 44:. T41,- ''C, 1"^F hrr scrnn. 4,'!pz C.r. J^cf, "c"C �. yT1:i en_ _ ,_ :i h.,:r l:tf ^•.rr 1 is i 111 7` .F r. 111 '7 .r 1, PC _ 1A, CA ^r !;(; r `y NO .. v :. 17 75 yc 10 1 a .1 C r; a' rn r }n ^cr; r .i 1 c ^1 r,: -1. c r.; J ii ,. ... ..,au 1 1 �.,yll i1,.J,1.d u,00 ,.�.,':� C.11fi .1.,AIv «, 'n . 77 c �' , 1 t 5 19 42 F 1 pz ,-n n (, rf; n 2� r; 5 ..n a O 11 _,.l 1.._. i 1 J,fl �.0 �.''',_. .!.. 1 :1'4, )v t5�:• �t.11�' �L.:11 w u.'.,,I 7 1 1 c01 nil Q !In 1 50y 5r !i r r1 1 4 C^ ., 'c-• .. s. _'c , .. u;_ u.t.1� u,ll.'S 1� _..�. 1_. J: .. .�.i;J J 1 iRr �n nir 10-� c 9^ 1c B ' 111 ` . 0 1 c 9` F ? 62.4'' 10,5 :. 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Z�.2V 1�.35 -V.96 0.VO 0.VO 'O.96 7.0l V.0O -�3.E 7 .00 0.O0 -8.13 0.00 -0.0O -0.96 0.00 -V.00 -0.96 7.02 -S^00 -8.17 O.VV -0.00 8.A7 2c.�D 16.35 -0.96 0.012 -0.0O '0.96 8.00 -26.98 6 -3i4.41 -2.9O -V.34 24.43 -24.43 2L06 25.2� 25.20 -0.02 0.97 -0.97 -0.99 8.01 -11.94 -S.no -2�7.�E -2.87 -0.38 19.89 -�9.89 21.32 25.2O 25.20 -0.02 0.79 -0.79 -0.81 8.02 -l8.91 -2.85 -0.4* 14.4� -14.41 2L59 2�.2S 25.2O -0.0 0.57 -O.57 -0.59 8.V3 '-14.9O '5.�� -45.92 -2.30 -V.�1 7.45 -7.45 21.87 25.20 25.20 -0.02 O.IQ'0 -0.3V -0.32 9.00 -15.15 -4.54 -45.92 -3.76 -0.7O l3.44 -13.44 76 -V.06 3.53 -0.85 -0.92 -O.5n, iLO3 25.20 15.76 -0.07 0.O1 -0.01 -0.08 ��.74 -�.24 -0.77 -1O.\7 l0.l7 1LC� 24.94 25.20 -0.97 -0.41 0.�� 9.O3 -5.99 -5.T1 59.8O -1.49 -0.81 -17.50 17.5O 11.03 2�.9� 25.2O -0.07 -O.70 0.69 -0.78 9.04 -2.94 '5.56 7k69 -O.73 -O.85 -2LD6 2.�� 1�.03 24.94 25.20 -0.08 -0.88 0.87 0.O3 -O.S9 -23.24 2J.24 11.V3 24 4 25.2P -V.VG -A.93 0.92 -l.V1 9.06 3.17 -6.V/ 73.94 V.79 -V.93 -21.64 21.64 U.C3 24.94 25.2O -0.08 -0.87 O.86 -0.95 10.0O 3.17 -6.�� 73.94 O.7p -0.93 -2�.64 21.64 18.86 24.94 25.20 -0.O5 -O.87 O.86 -0.92 ]0.01 7.6l -6.44 47.84 1.89 -0.99 -1�.V0 14.OV 18.86 24.94 25.20 -0.05 -0.56 0.56 -0.61 10.V2 12.04 -6.81 0.22 2.9� -1.04 -0.07 0.07 18.86 24.94 25.2V -0.66 -0.00 O.VO -0.06 10.03 l6.48 -7.18 -68.9V 4.O9 -1.10 20.17 -20.17 18.E L 25.20 24.94 -0.VL 0.80 -0.81 -0.87 U.00 14.23 -N.99 -6B.9O 1L01 14.81 -11.19 -79.14 12.00 O.52 -20.-5 -77.17 12.01 O.53 -2O.3J -77.55 13.O0 -4.93 -19.B1 -77.55 -l.12 -2.77 19.60 -18.29 �5.5� 25.20 23.42 -V.18 0.78 -0.78 13.V1 -4.93 93 -5l.67 -1.45 -3.24 18.46 -!7.O4 \6.5� 25.20 23.76 -0.2V V.73 13.O2 '4.92 -2O.O3 -2c.B3 �5.2O 24.10 -O.22 0.57 -0.54 -0.77 13.O3 -4.92 -2n,.12 -V.00 -4.84 O.C� -O.O0 l8.64 25.�O 25.VO -0.26 0.00 -0.00 -�.26 --____-_--------------------------------------- - -- 1 DePk!E.-7') 22r [3 @: e u x 112,866AH 5 EgG2rRs £d .3corbr : s + & Egaeq« @Eu2 2Rt bdz¢&I 4RSe Raaa51 H72ra1W«26 e&uog No. Be uI k2) 44, R%) RHt ! Ggm a00 Rat■ 2J9 g9.8 aJ 2 9a72 4 2!@ %ye 3 7.ge 9z26 aSg 4 9a087 928: 0.008 § 0.901 S.G% ays 6 0.013 9ag2 9a60 7 33000 g2e0 3009 B EmQ 0.006 42009 %R 34.9 ad 9 9a29 9262 Ggg 10 aael d3474 9279 11 a#r 32§E 9238 S Rge 222& 7a06; 2 «35 gale 9.32 14 Eg# %Mm 0.064 5.2 SR@ ER f , Meter 47EE Meter Evessm Allwave Maw Unity Check Max. sec. Shear Evar u:`:=. MHg 551, Axial Sending we" As CMb C,.r:e - S.. ,.L Some Stress !slt Right Race Stem Left light Anal knding qt - Q _ psi) r 1 - - \ Stress. 1.02 -2,52 4,35 470 -174 171 -_V._ 115 3160 210 1160 102 -0 `9 A 1.6 -IE 2..9 4,73 55.1: 2,01 0,65 .__ _..__ __,57 4.00 3.93 0,74 __.__ l#IH 105 -18.61 1161 31H 1125 7160 :\1_ -0.56 OK - g 15L.4,02 2.42 0.48 .2.91 160 10 -T 60 C60 3160 M 25 7160 rl 00 -129 039 -E 29' 4,03 WE .,`_E 22,95 ON 106 160 3125 3160 0,00 _120 010 120 100 126 9.55 22,95 0 1 108 - •72 172 3160 3125 3160 ry Ertl -fi 20 010 1 20 5.11 1,14 0,60 16,2. 126 0.^9 135 3160 M 25 3160 OJO -1 16 0,16 116 5.02 0.61 0,65 15,38 (!..+5 110 V50 &50 3160 3125 3160 100 -114 0.0 11,1 5.04 ;,43 0.74 14. -1 1 1 111 K32 y 32 M 60 3125 3160 100 -113 0,H 11 5,05 -0.95 0..9 17,06 -0,24 OW -4,99 4.99 3160 3125 3160 100 -0.15 0,15 115 5.06 -1,47 0.24 21.10 -1 37 11.13 -6.18 "1B 3160 3125 3160 100 -1 19 4.18 0.19 6.00 -1.43 009 21.10 -1 27 108 042 L42 3160 3160 M 6C' 0,00 -1 10 0,10 O.iO 6.01 -2.02 0.79 2:,8,49 -0.30 108 -147 147 3160 M60 3160 100 -110 o. u 1 1 1 1 6.02 -_.60 1..1. 38.37 -133 108 0 69 168 3160 __.60 __.60 it 00 -111 0.11 0.11 6,03 -1.115 1,19 50,69 -134 ..!`? 1.94 3,94 .160 ._.60 3160 100 -112 0,H 112 7.00 CAD 8,35 :0.00 0,00 1,26 0,00 0,00 3160 " 0 21 0 104 6 00 0.DO N 04 7,01 -0.00 8."_ -10,00 -0 0 1,23 too _,too __.60 =_.60 21.8i 10 100 -OAD 0_ ,i1.. _ - 1 .,u i I 1. tl i.0 7.02 -.,00 731 0.00 -100 i,19 -100 Too 3160 21.80 3160 104 -100 O.00 104 0.00 5,29 1... 5169 157 108 -3.94 194 33.60 M 60 M 60 0.00 -112 0.12 112 &01 432 1,02 29.29 159 106 -1 81 2.81 M 60 M 60 3160 0.00 -0,08 0,N 109 8.i12 4.15 0.92 10,31 162 109 A 16 1.26 3160 M 60 3160 100 -104 0.N 104 8,03 3.55 0,82 -6.16 0.67 OAS 1,100 -i.r'V --.60 3160 ._.60 100 103 -0.03 ED 9.00 ,5? /� Sn9 � / p ! r q, n 10 01.05 - - n, ~ -6.16 �.❑ ,1•;1 },Orl -1.�i� __.6i1 ii.6J 1.Ii1 `!.i'I. 4�.0.; -0.lIQ -iM1.I\F" 101 317 0.61 -17,26 176 0.09 105 -105 3160 3160 21A1 100 115 -0.M -124 o -5 56 6-. _ 6 2 0.2_ ._. -13 9.0 _,� ). - 6.62 0.63 ,� nq ^^•. - 33 n ?3 '0 "1.01 1�.0''! ^' -0 _ 2A3 0,52 -34,24 0.50 108 10.02 :+..2 3160 .160 21.!;. 101: il,_. -1.48 0.4 9,04 MO 0,47 -40.1.3 017 107 11.75 A L 75 3160 M 60 21.i11 0.00 135 -0,R -1 5=. 9A5 036 0,42 -44,27 '0n.24 0,06 12.96 -12,96 __r60 3160 i1,1!1 100 0.39 -162 0.62 9A6 0.4c' _. -46 11,11 11. _ r6 -1 . 60 I ` 1 1 5 .u0 �h �.v� �.�.Oil 1.u� ,1. !:.4 -Iv'.�: -11,C•5 10.00 0.46 0.37 -46.ui? OM 106 M66 -1'_.66 3160 3160 3125 il."l! !!.ii '0.41 -141 10,01 -0.30 0.31 -47,00 -107 105 1179 -1176 31 H 3160 3125 25 NOD N 41 -0,C -141 1102 W6 OW -43 90 -126 104 1 2 -12 0 •y 60 25 EDO N38� -'0 �9 -�1 39 u .Gc .C� .G .��1! _ 10.03 -1,81 0.17 -36,84 -145 103 1170 -117= _,.60 :160 3125 0,00 Ow32 -0 z._ -11.32 11.00 -1,71 0,60 -36.65 11.01 4.93 0,62 -35.60 12,00 -1,04 2,03 -39,94 12.01 -1.1.9 1.96 -39,13 13.00 -0,65 2.15 -MA2 -OA5 130 109 -9.2_ .3,60 3160 :1.23 0.01 'v.1 29 -0,R 130 1101 - '' 1 1 6 2 � 36.:17 .. :;: .49 -''!..,,; J._ 11.6i -i0. 3•_.6t' _..61:) ?1,68 0.01 �.35 -0.34 �. 11 -111 102 -19.46 -1.29 135 1 T86 -197 3160 3160 3113 0.01 132 -0,31 0.3 M 03 -4.32 1.67 -0.0 -_,.17 0,41 CA? -100 3160 3160 3133 0.01 coo -il,1i:1 101 e Defog§ 32§ E E w: eE #t !25664S§ 7 G9g2@«sz] #Etssdr ; & � k3■ Displacement .£as 02! eK:rw! @R26 b&sEa eR3a£ VrGelbQaag No. dw Gd ew' Rip RR/ R92 ! %spy amR 0.23 wa 4,9 n0 - : 5£9 3324 GQB 3 Se3 922E %Sa ! seg 9zee 0.002 ! 2.9g 9 aR5 t§yB a 2.2E &.%R w 229 7 1).7 19 GQQ 9.0042, B GRG ERy %Qg %y a2 g20 9 2.741 0.22 9204-3 D 2.7766 1.2r 0.1,301 R I69124 0,2154 0.0093 2 366E GgQ E#e S 1.5873 G H q 0.009B § Cmm E#M %me %a ue GS -------------------------------------- E":.°r c :.(Fr_ __{ y�l ❑,,.__ �cji :Ry C.�r .❑ .._. ... cC L;l -V.ii 15. -:. 1 � -.._ 0.4_ -0.4 _..-5 1.!le 4.'. - -14._. �' 14.. -...2 _0 75 0,44 -6 4L u 14.,' :. rl -r; n^ _ 0 74 -z r ' 25; .L.. . .:j '4 5.04 �_ -1.'1 2q,.. 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'0 -0 1? -11.17 !},1 -0 21 I o 1 70 _F..,'` -21.69 .7 `° -",93 6.7C _L•?� �� ;� ..LC' " -ri,04 0.1° -^.1G - ? 10.07 14.C3 -, .42 -80 °b ..4° -r7.e 2'. _. 25.15 L.25 -n,:} 0 7� _ 7, ^ �•:..0 a �u L; .�7 4 ./': ;1 ,7� 11.00 .2.04 -9,6:. -80.86 1.01 .2.5 -9.v2 -89,52 12.00 -0.04 -17,45 -69.89 12.01 -o.11 .1�7r.i0 -4.79 -l16 i ❑r❑ -8_'_.0K V ',1 ^?� 2 'Q 2r U -1 0i -5,4r -17. - 08 -1 qq .7 1n ^L __ 71.= 0.67 -:.66° --:,.7?,p". 17.02 -6.l':1 -17.15 - .14 -2.50 -_.37 18.4� -16.81 4i) _0 ..17 -0.14 0." -0.52 -n 67 -6._� __ -:!... -4.;: -4,.- "•!.; 24, :_: 37.__ - i.1, ,!.0':i -0.00 -�.1? Q ' ReR g-9 2Ee S 2 W: eF let 25GS A Egw22«s and React esl3 : & * w , 2: wa B9GE@r! 9EG2 hint Ho"2@ IL. I Vertical RQG2§ eGzEG: a«&£ bGeSz No. Bd ud Eui RR! R&) R9b ------------------------------------------------------------------- ! tQg 0.90f) Go@ H2: «ag a9 2 u22 -(j. %ys R2E +33e Gy5 R!/) 1740 0.9 G Kqe K321) Vega 6 R:R3 @ 253 92, 7 R22 0.32 93g! B «99 0.66 0'.0-09 Gy Ste 920 9 .33 9u457 G92 g &Cob 9.66e a 3§@ G SeA 0.0270 32016 2 K32e 3 ge Sage 1 B32 1).902 9,yG H \#R t IV,9 %G@ 3 GS %S hprt Complete ~ � J2866ACD � BASE PLATE : Joint 1 Column Reactions : Maximum Vertical = 19. B8 kip Maximum Horizontal = 5. 79 kip Maximum Uplift = 4. 05 kip * Member plate sizes : Left flange thickness = 0. 2500 in . Left flange width = 5. 0000 in . Right flange thickness = 0. 2500 in. Right flange width = 6. 0000 in. . Web thickness = 0. 1875 in . ' Member depth = 8. 0000 in . (2) Bolt base plate : Use : 8 in. x 6 in. : . 5 in. plate Use : 2 - . 75 in . diem. A-307 bolts Y - gage = 3. 5 in. (4) Bolt base plate : Use : 8 in. x 6 in. x . 5 in. plate Use : 4 - . 75 in. diem. A-307 bolts X - gage = 5. 5 in. : Y - gage = 3. 5 in . Note : forces that are followed by an * are the results of a wind load combination. The allowable stresses for these forces will be increased by 1/3. . ^ ^ J2866ACD 2 BASE PLAlE : Joint 8 Column Raactions : Maximum Vertical = 54 . 07 kip Maximum Horizontal = 0. 00 kip Maximum Uplift = 7. F1 kip * Member plate sizes : Left flange thickness = 0. 2500 in . Left flange width = 6. 0000 in. Right flange thickness = 0. 2500 in . Right flange width = 7. 0000 in . Web thickness = 0. 1G75 in . ' Member depth = 8. 0600 in . (2) Bolt base plate : Use : 10 in . x 7 in . x ~75 in . plate Use : 2 - . 75 in . diam. A-307 bolts Y - gage = 5. 5 in. (4) Bolt base plate : Use : 10 in. x 7 in . x . 75 in . plate Use : 4 - . 75 in. diam. A-307 bolts X - gage = 5' 5 in . : Y - gage = 5. 5 in. Note : forces that are followed by an * are the results of a wind load combination. The allowable stresses for these forces will be increased by 1/3' W ` * ` 32B66ACD 3 BASE PLATE : Joint 14 Column Reactions : Mavimum Vertical = 19. B8 kip Maximum Horizontal = 5. 79 kip Maximum Uplift = 1 . 87 kip * Member plate sizss � Left fIange thickness = 0. 2500 in . Left flange width = 5. 0000 in. RighL flange thickness = 0. 2500 in. Right flange width = 6' 0000 in. Web thickness = 0. 1875 in . ' Member depth = 8. 0000 in . (2) Bolt base plate : Use : 8 in . x 6 in . x . 5 in. plate Use : 2 - . 75 in . diam. A-307 bolts Y - gage = 3. 5 in. (4) Bolt base plate : Use : 8 in. x 6 in . x . 5 in. plate Use : 4 - . 75 in . diam. A-307 bolts X - gage = 5. 5 in. : Y - gage = 3. 5 in. Note : forces that are followed by an * are the results of a wind load combination. The allowable stresses for these forces will be increased by 1/3. J2B66ACD 4 HAUNCH CONNECTION : Section 1 . 03 Applied forces : Maximum negativive moment = 77. 55 kip it Maximum positive moment = 55. 16 kip ft * Maximum shear = 4. 93 kip Member plate sizes : Left flange thickness = 0. 2500 in,. Left flange width = 5. 0000 in . Right flange thickness = 0. 2500 in. Right flange width = 5. 0000 in . Web thickness = 0. 1875 in. Member depth = 24. 0000 1n . Shear plate connection � Use : 6 - . 75 in . diam. A-325 bolts Reinforcing plate : . 3125 in . x 4 in. Reinforce 4 bolts Weld : . 25 in . D. F. x 4 in. Minimum bearing plate thickness : . 1875 in. End plate connection : Use : 4 - . 75 in. diam. A-325 bolts Flange weld : . 1675 in. D. F. Standard end plate : . 5 in. x 5 in. Web weld : . 1875 in . D. F. x 2 in. Note : forces that are followed by an * are the results of a wind load combination . The allowable stresses for these forces will be increased by 1/3. c v � J2866ACD 5 HAUNCH CONNECTION : Section 13. 00 Applied forces u Maximum negativive moment = 77. 55 kip ft Maximum positive moment = 0' 00 kip ft Maximum shear = 4. 93 kip Member plate sizes : Left flange thickness = 0. 2500 in . Left flange width = 5. 0000 in . Right flange thickness = 0. 2500 in . Right flange width = 5. 0000 in . Web thickness = 0. 1B75 in. ' Member depth = 24. 0000 in. Shear plate connection : Use : 6 - . 75 in. diam. A-325 bolts Reinforcing plate : . 3125 in . x 4 in. Reinforce 4 bolts Weld : . 25 in . D. F. : 4 in . Minimum bearing plate thickness : . 1875 in. End plate connection : Use : 4 - . 75 in . diam. A-325 bolts Flange weld : . 125 in. D. F. Standard end plate : . 375 in. x 5 in. Optional and plate : . 25 in. x 5. 75 in. Web weld : ' 1875 in. D. F. x 2 in . 4 ^ J2866ACD 6 MOMENT CONNECTION a Section 5. 06 Applied forces : Ma:imum negativive moment = 45. 92 kip ft Maximum positive moment = 21 . 10 kip ft * Maximum shear = 15. 15 kip Member plate sizes : Left flange thickness = 0. 2500 in . Left flange width = 5. 0000 in . Right flange thickness = 0. 2500 in. Right flange width = 5. 0000 in. Web thickness = 0. 1875 in. ' Member depth = 22. 0000 in. End Plate Connection : Use : 8 - . 75 in . diam. A-325 bolts Left Flange Weld : . 1875 in. D. F. Right Flange Weld : . 125 in. D. F. Standard End Plate : . 625 in . x 5 in . Optional End Plate : . 5 in. x 5. 75 in ., Web Weld : . 1B75 in. D. F. x 5 in . Note : forces that are followed by an * are the results of a wind load combination. The allowable stresses for these forces will be increased by 1/3. \ s )103 Lam_ 4 A-,525 P-'o1-T-- 6� 3/e x 4 (0V&A - 4- 130c7S _ 3//6� STIFF PL. V 4 EAc-m3//6 ENo PI_ 3//6 `} T3//b 3//: A. gOLTs 8 3,� A-3ZS 60LTS Gol-.GAP P1-, sB x S E►.:o PL. RAFTz C o) vrniv 7. O ------------ FA. o,E V_ A-3ZS Bolls /z"x7 Gol. GAP PL. 'Vor,p; wELtl )14-1' '9zu ARov vD� 8•0 � TvDE Go�v�.v5 C.Ot-. Mo. DIA A. 5AS6 NO. E ours BOLT:, PLATE ( ir-OLATS 1A-16/1 3/q.'' G x9 x 1/2 3 q- '' (2 x 9 x /z -tD -16D 2) 314 " 7x /Zx 3/4- Q a rz86� 7.0 DUE TO BRACING REACTION 0 DUE TO WIND COLUMN VERTICAL HORIZ . UPLIFT UPLIFT BASE PL ( KIPS ) ( KIPS ) CKIPS) * CKIPS )Z� Wx LXTHK 1 A l6A_ > 9._� _ -S-, _6 4_ 1 6 X 9 x I/2 11 ' 16-T 19. 9 S, /. a ¢, 1 - 6>1,9x %2 11 - 161 S¢. 1 — — 71 9 702� 3/4 7,41 l 7-T -S,0 1, C 7 iG x 9 x 'Al- 7 Y 8, 3 2, 3 -- 1, 2 l7 17F )0, 3 2, S 3• l 1 , S 1C 1G 2, 7 - - /4 BUILDING PERMIT REVI W HECKLIST PLANS RECEIVED AT . BY DOCUMENTS SUBMITTED: X BUILDING PERMIT APPLICATION nnn % PLANS FOR BUILDING 3 STORM DRAINAGE PLAN ENVIROMENTAL CHECKLI ST _ ><,_I'LOT PLAN CITY FIALL IJ TNIIIU b OLYMPIC AVENUE OTHER AS NOTED -dOpp ' A�R�LIINGTON. WA 99223 n /l,&C 6V CHECKED FOR ZONING COMPLIANCE : ZONING / USE APPROVED BY DEPARTMENTS: Q� WATER 'T erv- SEWER STREET FIRE SANITATION OK- ENGINEERING NOTES: READY FOR BUILDING INSPECTOR REVIEW: APPROVED BY BUILDING INSPECTOR: • ,I r• rl .T I !37S '1 '� 1/ A 'v � •, II - — •h •h� �h - -- .{.. - •h - - •i - i•-- I - - - •I- - i• •I• - - �h- - •h- - •I• - d• -i• -- •{• — - U + O +\ _ I � I I I m I ! I I ! I m I I � � 1 N t o Q 111 o •I•� •ham { .p, .I. .I. ^ ,.h .I. .I. .I. .p �.I. .I. �.p .I. .I. •I� I -- on N in 0 O l . I I I i I I I I I I I I I FZ \+ o Nir + + - IA IrlIt I I e I 1 I o ! I B \I I I U% 2g-J.N 30- I ' JO-0_ j 30'-0" 3d-0" 30'-0" — _1° I I1_' ' ' 3 ' ' 3 - ' ' " ' ' • 480'-0" O.A. O2 O3 ® O5 © O7 © O9 10 11 1© 13 14 15 16 17 SCALE 1/32 REASON DATE LL: DL: DALE F PROJ. A 1121R7 \�tJ1,LEIyy- DWG BY 9 Y X: J TITLE Bvi o ZPACIFIC CNEq(ED BYBAY SPACING 30'-0" IcoNTR. p r' ms nuT.wa Na ima opa q na rmmxw a DWG NO. SPAN '—n" /�f�B� Z MSS-T RIIy TILMS,NG AND RML MW K NUW XM aowm of BUILDING SYSTEMS F EAVE :12 ` tN4`\\�` K UND Nrca�iccM ro n THAT MAYY 0OH W4i A UAMEN NOT Sao K rAanc MW r000aMw. T Y7 ;�F0 aos/bI-wm wB No. 8 7— OO,(k Ru O OIL" 2" ©h? I III0 O II (2)3/4 0 A.B. (2)3/y 0 A.B. W/'L PROJ. W/2" PROJ. W/2' PROJ, DETAIL A B DETAIL 3c,, PE c0'0) � DETAIL2 ( 2 Redo) ob) O5" .H. DOOR SIZEleN O11111INISHED OPENII : F (21 0-A.B. (2) 1/2"0A.B. A SECTION A-A W/ 2P P RO J• EACH SIDE OF DOOR /"D-� DETAIL E SUGGESTED DETAIL @ 0.H. DOOR 0 (2 REQID F2 O THR� 2) 41� A,» ilia 1P01. O N * DUE TO BRACING O� -• • �2 •+•— -0 _ — — ®Q REACTION o DUE TO WIND COLUMN VERTICAL HORI2. UPLIFT UPLIFT BASE PIL I. ,,I/" I N (KIPS) (KIPS ) (KIPS)* (KIPS)L W"L*THK W/2Y!0 AB. �{+2�-?�F�4�2 (2j 3/4'� /}, W/2%iP ROJ. vJ/2" PRoJ. 1g_Ifid- «a. =s. e =%o 1—.6,59xu2 DETAIL DETA 1 _ H D E TAI L 1 -16T / /.o ! 6�9r V?-- FL (I 2E4o F2 �IS REQb) 2 7 (9 REa10 . 7 A.9x of O •--r i7 G 17.1 .13. 2.7 PRO DETAIL DATE REVISION DATE LL 2S nF DL S�Psf M'I-FIV�• PROJ.. DWG BY " WL 80 M rH Av •exr v )� TITLE �j �� V�'f l�1 L.�j CHECKED BY BAY SPACING 30%d CONTR. WE6TAR PROTIEs T^ 1 R o ••/�t owe No. SPAN IQm O •'y 47�Q S-T DRAMINO,INCLUDING D SHALL LNOTPLl9.IS THE PnOCOpIE DP PACIFIC BUILDING SYSTEMS F2 of F2 TRUSS-T lTR UCTUR E'. INC.HOLE SHALL NOT TT REPROOIIC 10. OPIEDHOR L04NED IN PART OR IN WHOLE WITHOUT WRITTEN PERMIlSIGN IT IS NOT MANUFACTURED SY TRU99-T STRUCTURE 7. INc. JOB N0. Q� p Q ,•4't;''r Fl C��4 TO DE USED IN ANY MANNER THAT MAY CONSTITUTE A DETRIMENT 2100 N,PACIFIC HWY.•WOODBURN,OREGON 97071 . PHONE 503/981-95B1 �✓�— 28�� EAVE 1860" 1 :12 DIRECTLY OR INDIRECTLY TO TRUSS-T STRUCTURES. INC. I.lo4E FIPit-p LocATE F�ruRE e/[Pgi✓sinti/ [,tic[. 2-EOJIRE zXM"S,onl re,4MC Jo,A,r O _ - _ _ _ O . �_ I_—_—r e-H I' �i�b E,N I I o K� GABT6 N O Ln " GA6L \II `II j� a o 00 $aI 1 I/a �E,sF S w� �3 IIN ABSGA",p C01li odo O II I aI w O " w ` Oo o Clf LLI 0 0/ � 0 ci m m < c ol " H � � o z tA8L6 z o In 6. . 1n 4 �E • OOw` o U n" EL O c / � � 6, / I yro��N rAe�En .N I /T I -�Aa►ta _i I i GADL6 �\ I O 2b �d ❑` I �d' ` Idb � B] (I ❑I I I I I i0b 10 robl� 12'•O �A � 4 --�dc I 19b�12b�94�•I� 9��:2�-0.{:� 0' ' ' 30 ' � 30'-0 30-0" 0' 30' � 3 -0" " 30 " 30'-0I ' " ' " , " ' " ' 480'-0' O.N. O O O ® O © O7 ® ( 10 it 1© i3 14 11 16 SCALEI/32 DATE REVISION DATE PROJ. LL: p DL: S` T r - `rr-77q DWG BY EE DN'vV WL: CONTR.n A TITLE F, CHECKED BY LOOR PI AN BAY SPACING 30'-0" CO . of P - DWG NO. / ! ma oluwa NOLWNo 0150"FMOPLL7•a oa WIdYm OF PACIFIC BUILDING SYSTEMS ' 1 SPAN 1' �,Ih/ iT Us3 7 sTN11O1 AK NG MO SIZ NOT K 11[PM000aD,CORED A yAl Of f' LOMW N PMT On N NN7l(1E010UT Wurm PLAW:4ON.IT is HOT IU/ACilKO NY1Np N 1 -T fIRIlCi1M1LS NC p No. 10 IL USED N ANY NNwLN 11U7 wr CO1MME A DETRUENT 2100 11.PAQnC HMWY, YAOM-M1M,OKOON 97= PHONE 003/941-05M - EAVE :12 DmcaY OR►oNEcnr 10 TNUsI STT JCTUK7,NO ROOFING 26 GA. COMM. GRADE 36" WIDE PURLINS 6 ZEE 12 GA. ® 4'-10" o/c W/32" LAP CGq AB�� 'BRIM GUTTERS & DOWNSPOUTS C'{nNoE BLuE) �-{AHo6 B1.�JR� - '� E.IiS• GABLE 3/e''¢ E.N,S, GABLE a/a �f.�FLS. GABL6 I I 1 17 ELEVATION @ GRID _LINE - J SIDING 26 GA. COMM. GRADE 36" WIDE (L14HT Qt6Y ) GIRTS 10 ZEE 14 GA. ® 6'-d' o/c GUTTERS & DOWNSPOUTS (-rANod BLuE) _—►_ ��1.PEI ZAO" JAB°� FnN.S.GAOL- 8w} L.N.f. GA6LE� 'I RIM C L1GHT C�R�Y) MD EXGEPf WNERE 1Jo-(6� R © FE L"I I 17 O O ELEVATION @ GRID LINE - A SCALE 1/32 --- DATE PRODR/19�/87 REVISION DALE LL. OL DWG 8Y l DAM/ r �`�N,LElY TITLE E. CHECKED BY BAY SPACING r CONTR. owo NO. n�F1 � rz MI ORATIMq MOLWITO ona►*Manua a YTt PMrPaTn ar PACIFIC BUILDING SYSTEMS SPAN - l�lf��!? -r m�ucruAca Ma Aw z+„u MOT x wnoourrn.LQRm al MA"ACMM OY TMS T IMCnMES.M6 J08 N0. LOP=M PART a M*"m rmwr= TKmu$09 tt u war •� TO Tt Otm M ANY MANww T10 MAr OpM�nTuK A rtrRuml 2100 N.PAan0 HWT. ROMOURN.OF"ON I70n PNCN[607/Vn-�Iel EAVE : 2 DKCRY a MW�MY TO TAUS*T(iM1C7U1K7 INC, WALK-IN DOOR SCHEDULE SYMBOL • Q LETTER DESCRIPTION 90. PEO. A 3'-0' x 1'-0' HOLLOW METAL DOOR FIELD LOCATED 10 FRAMED OPEN I NG SCHEDULE SYMBOL LETTER I DESCRIPTION 90• RED• ROOFING 26 GA. COMM. GRADE 36" WIDE ( PLAITJ B 10'-0. x 12'-0' F.O. (DOOR BY OTHERS) 3 PURLINS 8 ZEE 12 GA. 0 4'-10" 0/c W/32" LAP C 12'-0' x 12'-0' F.O. (DOOR BY OTHERS) D 12'-0' x 14'-0' F.O. (DOOR BY OTHERS) '_2_ 12 --_j I � ¢ i 51�ItJCT 2(n G7A. Comm. C•{zADF- 3G WIDE (LIGHT Cglzev) o j I I + CTtIZTS E5 GA. e Co'-OO `Yc I I I j I I ELEVATION © GRID LINE - 1 SIDING 26 GA. COMM. GRADE 36" WIDE (LIGHT Cait") GIRTS 8 ZEE 16 GA, 0 6--o" 0/c 12 i 1 1 I I I I I I i I I I I GA9l-E•� 1 I O O ELEVATION @ GRID LINE - 17 SCALE 3/32 REMSON DATE DATE LL: OL LElY 9 PROJ M 8 12 87 DWG BY WL:80 MPH AVG EXPO TITLE ELEVATIONSFIND BAY SPACING 1 IA COMM _ CHECKED BY E� �1 ?In ORAMM Nauaa ma PWORJA a IW PeoPWN v PACIFIC BUILDING SYSTEMS Dwc No. SPAN - �� IMA-T*TK4TWV.NC 00 Rk4L NOT K KPNOOU M OMM ON O %.SS "V�\• TOUTED N PAM OR N MWi tlTNOW VAT"MUSS".IT M NOT NANWACTM BY TRUST FMXP"M JOB NO. EAVE :12 '` CALL McaY ON WKaCTM TO=$$FT Cana nrM Bi Term 2100 µ P—C NW. WOMINA!N•O OW BTCn PHONE 503/Bn-Ban 87 De-al"! :J to str,!cIvral c!col,purlIns, ROOFING : 213 go. CommorctuL firodu PLA.I M PURLINS B Zoo 12 go, A 4'-10' 0/C W/32 Lop pins.____.__ HPIDGING I 1xjx!/8 Angto 0 thLrd-poLnts Sir SjOIN6 : 26 go. L ALIA- ommorcl.al, Grodo (L-r- GREY -D' a/c Coki Fz-m.cd Mwn,L�i.r) GiRTS 10 too 14 go. 0 G' Structuml Concrete:Fc= F •",2-,1 Frow mmon.tons and PL.t.SLZ.. ............... ............ ...................................... Welded Wire Fabric:I yz Al'l,Ld ;,j So.. Joint Laft r1a. RILGht F la. Wob Booth SWI Bearing Prussure K51 by--*'S----. no. at. and thk- width ink. width thk. at. and 50'-2 1 16 O.A. BUILDING C A- 2...-1/4-----5-------1/4 6.......ViG 8.......24 4 -4 .. STEEL D 4 4 6 IM 5 114 5 3/!& 22 22 9' F _'I 7;�7/140% 5 5 S 114 5 IM 5 3116 22 22 G 23 13 0" 6 6 7 3/8 7 318 7 1/4 22 39 7 7 0 TUBE COLUMN 6 x 6 x 1/4 K 0,- PURLIN URLIN SPACING L ......... ------------- No, OLmonsLon BrGCO W-4 16 ....................... FRAME DIM. 6" A 0`19' =53'-7 15/1 8 6'-5'C 111-31 0 !. ......... _T E 20'-I!b 4. --------- SIMPLE SPAN GIRT G 30..7'. ......... (2)1/2"9 0 GRADED 355 -7 ------ EACH EN' 40'-3- P:L_A"CqrA f5KA'r-Ir- GIRT Cj.IP. K 45'-1' AL 3/16 x 6 a 7 L 49'-9 5W to 9/16*x 11/16"SLOTS ....................... 0,-0 i V) 02 Qj rj 0 ji 7 V) V) It OR LIN to FLANGE BRACE '7- .11:1 aft 4* 1 3A' t2 I IA -�2 GRADE COLUMN (4)No.12-14 x I'TEK SCREWS 0 GIRT SECTION v4 IZ SN 12-,h a 0 0- 0 oL It 00 LESS 3" 48'-11" A.B. to A.B. PURLIN CLIP it 3/16'16'Kit" FLANGE BRACE or loll 49'-2' HALF STIER (6)9/16 a I 1AS'SLOTS f VO x I 3A"x 13/4 11)1/2"0,1112" 50'-0" HALF BUILDING GRADED LO BEAM MULTI-SPAN PURLIN (4) 12�-14%1"TEK �A 100'-0" O.A. BUILDING (6) 2' it Ia GRACE 5 SCREWS @ PURLIN RIGID FRAME SECTION @ G.L. I I(p 3?-- HALF FRAMES REQ.)_ SCALE i 1/4 DATE DATE PROJ. A/12/'k REVISION LL-25 PSF DL:5 PSF M.LEIVA, DWO By '�_ ...I �. _r)"* _814 VVL:80 MP.' 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