Loading...
HomeMy WebLinkAbout19700 67TH AVE NE_004097_2026 A A V � n na m 3 � �r m 2 0 # G * D O w X rn co Z 00 DU h co 'D C. N < N CD W O H ff! Q m gym' .. zr a -IJ �o 0 m N ID o Co-I c r m 0 n z m ° x w ODm � 0 W INSPECTION REPORT ¢ti1N G?O P it iit No.: ad"#m Lot#: Q' Address:: l 1 -7 ' �0'7 ` s • Contractor: Owner: 01MT 'biL1S%f_a ING Date: _ -7 -0 � �PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. dh s ck - j Inspector: Date: %!�r_�� PE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation Cl Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ;4% Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: CI -Ty OFf COh1STRUCT ICON I PERM X T " PER h'1 I T hIO- Owner: SNOHOMISH COUNTY DEFT PUBLIC WORKS 1�01 BONNEVILLE AVE 3NOF-i0Myc_,N v0 Value of Work: $ 34 475.00 Tax ILA: 153105 1-015-0002 -'hone: 4�-ram---- Describe Work: ERECT FOUR POST SUPPORT & INSTALL NEW ROOF -k`'O 7S13 Proposed Use: STORAGE Legal Description: Job Address: 19700 67TH AVE Contractor's Name Type Address License# OWN TOTALS Fee Permit Fee $377.25 PlaStan Feee $245.L1 4.50 : TOTAL FEE. .. . .... ... . . . ... 5IGNAT E $626.96 I HER Y CERTIFY - THA I HAVE F`�1 PAYMENTS.... ..... .. .... AND AM NED THIS APPLICATION AND '• • O•� KNOW THE SAME fO DE TF" , AND COR- TOTAL DUE. ... .. . . . .. . RECT AL F'ROVI ONS 0 - LAWS ND ••• •• $626.96 ORD AN. S GO _I NING iIS T' F. OF WOR WI_ L ESE CAL " WITH NETHER DATE RECEIPT # SF' IF D 4jEl i\ D OF ICIA — � �c q2,,, Q a t� Er MAY :1, 2000 Snohomish County CIIN OF AR�I l,.lN(���a OIL Public Works 0 9 .� Road Maintenance Robert I Drewel County Executive May 30,2000 1201 Bonneville Ave, Mr. Dave Anderson Snohomish,WA 98290 Arlington Building Official (360)862-7500 FAX(360)862-7538 238 N. Olympic Toll Free(800) 562-4367 Arlington, WA 98223 TDD (425)388-3700 e-mail: pw.road.maintenance@co.snohomish.wa.us Dear Dave: Submitted herewith is an application for permit to relocate and elevate a steel frame roof in our Arlington Road Maintenance Yard. This roof has been lying next to the existing salt storage bin for about 7 years, and we are now going to set posts to elevate it over the bin and put a new roof on the frame. There will be no change to the existing drainage and in telcon with Paul Richart, last week, he did not see any reason for a new drainage plan. Enclosed with the application form are four copies of the structural and wind calculations, location site schematic,plan and detail drawings. Should you require any additional information,please contact me at 360-862-7513 or bob.campbellpco.snohomish.wa.us . Sincerely, Bob Campbell Operations Planning Specialist. 4 Enclosures; as • � 1 - - 1 I 1 1 _ 1 1 � I _ � 1 1 • 1 1 _ � ' 1 ;• t, • _ I I 1 � • - 1 1 1 11 .� _1_ 1 .• _ _ • - 1 � 1 1 r - 1 1 • 1 1 �. 1 1 I - 1 J I 1 I I 1 . 1 • 1 � • 1 _ • I _ • 1 � _• 1 1 1 I! 1 1 � _ .. • - I 1 • • • - 1 - _ 1 1 � 1 • _ 1 1 _ • • - 1 1 I • 1 I yl � .l _ 1 .�- • I • - - _ _� • • 1 r,: 1 a 1 _ . _ ' - 1 1 _ 1 - I � 1 = • • • 1 • I 1 • 1 L' • I . 1 •' I 1 1 1 I 1 •:• . r 1 1 • 1 1 - t • 1, I _ �. . _ . _ - - _ 1 . 1 1 • . _ r • 1 i• _ L J 1 1 - 1 1 1 • - • - 1 • � 4 � • 1 I 1 �• - • • • � • • _ I � • - I • 1 • 1 - I • _ � • �ti 1 I _ • _ 1 1 � • _1 • • 1 •� . 1 � � � • �. 1 • • 1_ 1 _ • • • . ` y - • � � - - Y • - .1 • • 1 \ • • • - - I _ _ • � I • _ I �• � _ I 1 • I • 1 1 I � _ _ ._ 1 _ _ ' 1 .. DESIGN CALCULATIONS PROJECT: SALT STORAGE ROOF SUPPORT STRUCTURE LOCATION: Snohomish County Public Works Road Maintenance Facility 19700 67`h Av. N.E. Arlington, Washington CONSTRUCTION BY: Snohomish County Day Labor Dick Sass 425-388-3341 CALCULATIONS BY: Snohomish County Engineering S rvic Darrell Ash 425-388-6688 > CONTENTS: Sheet 1 Vicinity Map Sheet 2-5 Wind load design loads Sheet 6-9 Plan, Elevation & Details Sheet 10-12 Calculations wA WAS '9s 1� Q ,Q£c87 o 41 to0 L ECG EXPIRES 1 05 pZ RECEIVED MAY 3 1 2000 CITY OF ARLINGTON N —qO 7 �a� ., ,.� ,., -00 filmiffsaLim 4 r%trgNtan tAl , �.yp SEE 1A' ,. F ,: >s. '��wi�:��i�.�.•'LD�. .�,. �i. ''� -!1:� ��r .•'j;�r :•2 -,:����;.r,, •��z:•.!.: u•.� [, 297 2 X a at''` TWIN 1WERSy c SCN� N r i R IDE AV :'COUNTY PARK �. co \ HALLE BURKE t' AV ? Q FORK GILMAN AV Qt'` RD RTH AV OIVI IO ST �`.,SH - ------ - - ►- - ..Q _.Q H PARK z 5TK-- 220rH T N E 4TH gT, 't <�Q �� �� �MID 1 IN E A v Cc 3RD _ ST �CN: ST� FS 2N rV W fA L � � L 1 0' I LIB � I ? MA LE ST � I ul) _ UN�iON r ST. MAPLE ST c eILLCREST OR a =T215TH-ST NE CASCADC Cb JA 0 ST I, VA-LEY .M > 1 i 211 TH FLOREWi ARLIHGTON HS TVEIT I x HIGHLAND DR Ro o x Ja� � ARLINGTON yeSLE� (212TH rn x KARtON ST CHRISTIAN - ST •++ co 208TH ST NE COQ� JEHSFNST HS - ] Q I 6gZN�F I v PORTAST Z a o ZpA1N1 4� e � Q�NE CEME1Rr 1 204TH ST NE A. AWTa i "? ya w X LQ�,r, g I ^ a pt (� I 200TH px� I Q 201sT 2 ST NE I PL NE) 199TH $T < N � �• - _ ..... � RLINGTON ' Llocom W 196T ST NE _ 197TH T NE �' Lo A m A��! � t ci loo Z C• r A TN 195� Sj� �j//• �; 1 CAL( -t-- �7 Av Q *Q PL Nf 1 192ND ST NE 7, A, = x 191` 191 ST ryo a �W PL tAF Ty PL NE F. 88TH 5T NE i s In z- 1997 UNIFORM BUILDING CODE TABLE 16-F TABLE 16-G l AT STANDARD HEIGHT OF 33 FEET(10 058 mm)120 130 TABLE 16-F--WIND STAGNATION PRESSURE(qs) 90 100 110 70 80 36.9 43.3 t x 1.61 for km/h) 20.8 25.6 31.0 Basic wind speed(mph) ( 12.6 16.4 Pressure qs(psr)(x 0.0479 for Mm") tWind speed from Section 1618. i TABLE 16-G-COMBINED HEIGHT, EXPOSURE AND GUST FACTOR COEFFICIENT(Ce)1 RA ELE EXPOSURE 8 HE[GHADJOINING GROUND(teet)`OF EXPOSURE C 0.62 EXPOSURE D 1,06 x 304.5 for mm 1.39 0.67 1 0 15 .13 0.72 1.45 1.19 20 1.50 0.76 25 1.23 0.84 1.54 1.31 30 1.62 0.95 1.43 40 1.73 1.04 60 1.53 1.13 1.81 1.61 80 1.88 1.20 100 1.67 1.31 1.93 120 2.02 1.79 1.42 160 2.10 1.87 1.63 200 2.05 1.80 2._3 2.19 --` 300 2 34 - 400 Walues for intermediate heights above 15 feet(4572 mm)may be interpolated. I N a �`�ass�,�,� � �.. �ooF X r 10a Zz ` PI.� I ) C 0�A OL S.&V I; ` 1997 UNIFORM BUILDING CODE TABLE 16-H Or TABLE 16-H-PRESSURE COEFFICIENTS(Cq) STRUCTURE OR PART THEREOF DESCRIPTION Cy FACTOR 1. Primary frames and systems Method 1(Normal force method) Walls: _ Windward wall 0.8 inward Leeward wall 0.5 outward Roofst: Wind perpendicular to ridge L Leeward roof or flat roof 0.7 oum and Windward roof less than 2:12(16.7%) 0.7 outward Slope 2:12(16.7%)to less than 9:12(75%) 0.9 outward or 0.3 inward r Slope 9:12(75%)to 12:12(100%) 0.4 inward ` Slope> 12:12(100%) 0.7 inward Wind parallel to ridge and flat roofs 0.7 outward Ly Method 2(Projected area method) On vertical projected area Structures 40 feet(12 192 mm)or less in height 1.3 horizontal any direction Structures over 40 feet(12 192 mm)in height 1.4 horizontal any direction lal projected areal 0.7 upward 2, Elements and components not in areas of Wall elements is discontinuity'- structures 1.2 inward Enclosed and unenclosed structures 1.2 outward Partially enclosed structures 1. outward Parapets walls tmvar or outward Roof elements3 Enclosed and unenclosed structures Slope<7:12(58.3%) 1.3 oum and Slope 7:12(58.3%)to 12:12(100%) 1.3 outward or inward i. Partial!y enclose51;r-itulls Slope< utw Slope 2:12(16.7%)to 7:12(58.3%) 1.6 outward or 0.8 inward Slope>7:12(58.3%)to 12:12(100%) 1.7 outward or inwar 3. Elements and components in areas of Wall corners6 1.5 oumard or 1.2 inward discontinuities2•4 "} Roof eaves rakes or ridges without ovcrhangsa 2.3 upward Slope<2:12(16.7%) 2.6 outward x. Slope 2:12(16.7%)to 7:12(58.3%) 1.6 outward Slope>7:12(58.3%)to 12:12(100%) For slopes less than 2:12(16.7%) 0.5 added to values above Overhangs at roof eaves,rakes or ridges,and canopies 4. Chimneys,tanks and solid towers Square or rectangular 1.4 any direction Hexagonal or octagonal 1.1 any direction :t Round or elliptical 0.8 any direction 5. Open-frame towers7•8 Square and rectangular Diagonal 4 0 Normal 3.6 Triangular 3.2 6. Tower accessories(such as ladders,conduit, Cylindrical members 7 lights and elevators) 2 inches(51 mm)or less in diameter 1.0 Over 2 inches(51 mm)in diameter 0.8 Flat or angular members 1.3 7. Signs,flagpoles,lightpoles,minor structures$ 1.4 any direction For one story or the top story of multistory partially enclosed structures,an additional value of 0.5 shall be added to the oum and Cq.The most critical combination shall be used for design.For definition of partially enclosed structures,see Section 1616. values listed are for 10-square-foot(0.93 m'-)tributary areas.For tributary areas of 100 square feet(9.29 m'-),the value of 0.3 may be subtracted from Cq.except Or areas at discontinuities with slopes less than 7 units vertical in 12 units horizontal(58.3%slope)where the value of 0.8 may be subtracted from Cy.Interpolation may be used for tributary areas between 10 and 100 square feet(0.93 m'-and 9.29 m'-).For tributary areas greater than 1.000 square feet(92.9 m-),use primary e values. _ [slopes greater than 12 units vertical in 12 units horizontal(100%slope),use wall element values. 1 pressures shall apply over a distance from the discontinuity of 10 feet(3048 mm)or 0.1 times the least width of the structure,whichever is smaller. F_ ntinuities at wall corners or roof ridges are defined as discontinuous breaks in the surface where the included interior angle measures 170 degrees or less. is to be applied on either side of discontinuity but not simultaneously on both sides. �,. pressures shall be applied to the total normal projected area of all elements on one face.The forces shall be assumed to act parallel to the wind direction. for cylindrical elements are two thirds of those for flat or angular elements. 2-29 it f,: 1997 UNIFORM BUILDI CODE TABLE 16-1 TABLE 16-K TABLE 16-1—SEISMIC ZONE FACTOR Z i 2A 2If 4 ZONE 1 t Z 0.075 0.15 0.20 0.30 0.40 1 NOTE-The zone shall be determined from the seismic zone map in Figure 16-2. I' j TABLE 16-J—SOIL PROFILE TYPES AVERAGE SOIL PROPERTIES FOR TOP 100 FEET(30 480 mm)OF SOIL PROFILE - Shear Wave Velocityy Vs Standard Penetration To I,N[or N tf for Undralned Shear Strength,T�psf SOIL PROFILE SOIL PR DESCRIPTION ENERIC feetisecond(mis)� cohoslonloss Boll layers)(blowsttoot) TYPE SA Hard Rock >5,000 (1,500) _ — So Rock 2,500 to 5,000 (760 to 1,500) >2,000 i (100) SC Very Dense Soil and Soft Rock 1(3 0 to 70) >50 I; ,200 15 to 50 1,000 to 2,000 i So 0)Stiff Soil Profile (180 to 600 to 1 (50 to 100) 1,000 < SEt Sof[Soil Profile <60) <15 (50) Soil Requiring Site-specific Evaluation.See Section 1629.3.1. Sp tSoil Profile Type SE also includes any soil profile with more than 10 feel(3048 mm)of soft clay defined as a soil with a plasticity index,P!>ion l st n ar percer and s„<500 psf(24 IcPa).The Plasticity Index,P/, and the moisture content,w,,,c,shall be determined in accordance with approved national standards. I i TABLE 16-K—OCCUPANCY CATEGORY SEISMIC SEISMIC WIND IMPORTANCE IMPORTANCE' IMPORTANCE OCCUPANCY CATEGORY OCCUPANCY OR FUNCTIONS OF STRUCTURE FACTOR,I FACTOR,I FACTOR,r„ 1. Essential Group I,Division 1 Occupancies having surgery and emergency treatment 1.25 1.50 1.15 facilities areas Fire and police stations Garages and shelters for emergency vehicles and emergency aircraft Structures and shelters in emergency-preparedness centers Aviation control towers Structures and equipment in government communication centers and other facilities required for emergency response I Standby powcr-generating equipment for Category 1 facilities Tanks or other structures containing housing or supporting water or other fire-suppression material or equipment required for the protection of Category 1,2 or 3 structures 2. Hazardous Group H,Divisions 1,2,6 and 7 Occupancies and structures therein housing or 1 25 1.50 1.15 facilities supporting toxic or explosive chemicals or substances Nonbuilding structures housing,supporting or containing quantities of toxic or I explosive substances that,if contained within a building,would cause that building to be classified as a Group H,Division 1,2 or 7 Occupancy 1.00 1.00 1.00 Group A.Divisions 1,2 and 2.1 Occupancies ;. Special occupancy Buildings housing Group E,Divisions I and 3 Occupancies with a capacity structures greater than 300 students Buildings housing Group B Occupancies used for college or adult education with a capacity greater than 500 students Group 1,Divisions 1 and 2 Occupancies with 50 or more resident incapacitated patients,but not included in Category 1 t Group 1,Division 3 Occupancies All structures with an occupancy greater than 5,000 persons Structures and equipment in power-generating stations,and other public utility I facilities not included in Category 1 or Category 2 above,and required for continued operation 1.00 L5. : Standard All structures housing occupancies or having functions not listed in Category 1.00 1.00 occupancy 1,2 or 3 and Group U Occupancy towers structures3 1.00 Miscellaneous Group U Occupancies except for towers 1.00 1.00structureslimitation of for panel connections in Section 1G33.2.4 shall be 1.0 for the entire connector. '-Structural observation requirements are given in Section 1702. 3For anchorage of machinery and equipment required for life-safety systems,the value of!p shall be taken as 1.5. I 2-30 s CHAP.18,DIVA$'�TS 'z (FORM BUILDING CODE TABLE 18-1-ATABLE 18-1-C TABLE 18-1-A—ALLOWABLE FOUNDATION AND LATERAL PRESSURE LATERAL BEARING LATERAL SLIDING4 ALLOWAr FOUNDATION LE L DEPTH BELOW F Resistance PRESSURE( sf)2 NATURAL GRADES (PS06 x 0.157 for kPa x 0.0479 CLASS OF MATERIALS' x 0.0479 for kPa I per meter Coefficients for kPa htassi�c crystalline bedrock 4,000 1,200 0.70 `Sedimentary and foliated rock 2,000 40(j 9, _ Sandy.gravel and/or gravel(GW and GP) '2,000 ''_tt0 0,,� Sand,silty sand,clayey sand,silty gravel and clayey gravel(SW,SP,SM,SC,GM s and GC) 1,5CU Clay,sandy clay,silty clay and clayey silt(CI_ML,MH and CH) 1,0007 100 130 ,tFor soil classifications OL,Ohl and PT(i.e.,organic clays and peat),a foundation investigation shall be required. 2NI values of allowable foundation pressure are for footings having a minimum width of 12 inches(305 mm)and a minimum depth of 12 inches(305 mm)into natural grade.Except as in Footnote 7,an increase of 20 percent shall be allowed for each additional foot(305 mm)of width or depth to a maximum value of I }three times the designated value.Additionally,an increase of one third shall be permitted when considering load combinations,including wind or earthquake i loads,as permitted by Section 1612.3.2. May be increased the amount of the designated value for each additional foot(305 mm)of depth to a maximum of 15 times the designated value.Isolated poles for uses such as flagpoles or signs and poles used to support buildings that are not adversely affected by a 1/2-inch(12.7 mm)motion at¢round surface due to short-term lateral loads may be designed using lateral bearing values equal to two times the tabulated values. 4Lateral bearing and lateral sliding resistance may be combined. SCoefficicnt to be multiplied by the dead load. 61,ateral sliding resistance value to be multiplied by the contact area.In no case shall the lateral sliding resistance exceed one half the dead load. 7No increase for width is allowed. TABLE 18-1-B—CLASSIFICATION OF EXPANSIVE SOIL EXPANSION INDEX POTENTIAL EXPANSION 0-20 Very low 21-50 Low 51-90 Medium 91-130 High Above 130 Very high a TABLE 18-1-C—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS1,2,3,4 THICKNESS OF FOUNDATION WALL (Inches) WIDTH OF FOOTING THICKNESS OF DEPTH BELOW UNDISTURBED x 25.4 for mm (Inches) FOOTING(Inches) GROUND SURFACE(Inches) NUMBER OF FLOORS SUPPORTED Unit x 25.4 for mm BY THE FOUNDATIONS Concrete Masonry 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 t Wherc unusual conditions or frost conditions are found,footings and foundations shall be as required in Section 1806.1. '-The ground under the floor may be excavated to the elevation of the lop of the footing. 31nterjor stud bearing walls may be supported by isolated footings.'llie footing width and length shall be twice the width shown in this table and the footings shall be spaced not more than 6 feet(1829 mm)on center. 41n Seismic Zone 4,continuous footings shall be provided with a minimum of one No.4 bar top and bottom. 5Foundations may support a roof in addition to the stipulated number of floors.Foundations supporting roofs only shall be as required for supporting one floor 2-49 P Rc- �F JJ Pf�o2.T ��Gfi�fZF � /� LI C, S�o P E�kosTno& e-RAIO toy- r-aoce wLU� W W W W W W UI UI U1 000 v1 O 0 C AAA _ — — sty osrs KS � CT'�P 4 uonoas I s AST R ao F 00T d O tESAI 11 r zz 7 S'1�2u C-TtJ R C� ARU06-1DO S p 1 21� - �Roo\C: S7RQc +R Li Li W W xxLU x HulO h v0iON s N O ^aa _ - - � I -_I_ _I__r a C4 r r O t—' ek15 , SACT- p I _ I C Pt L 5IF,CT-1 O tJ I't= .\ C.> I fll i II I ��!!�� � I I ►I it I -! I � I III I I I !llffl } � ��, I� I ll � N[ (o Vic, � I I PF6 T-(Pl CA u r--Lf- ATlO,J N . Fo� L xx4 Sig WLu W W O ___ 0 0 0 0 0 0 N coo Y1 O O �\v IV N a C14 C4 INN I I (� 1 1 I f N 0 L4 x 4 1/4 'J4 +,1P 2 2 �U S-PPO (�,� v��'(�R� RL.I Io&TDtJ a ! 4n o F-I W W W W W W 2=2 O o 4ntA A coo O &M00 N N a aaa N N N N N N 10��u 10�� V%A Go vVVA h N d 0 � � cr N j� q1 F ppoP-T �� Ca -�0 i V r-K,-R ©p F LoAo L,, z s ps� W W 4—EA 47 xxx %nW Vf �So o T AL- Lo,4,� - X► 034 e -N / uS o�� GoLv w�►J C N N ) 1� 10X Icy 89-7 ( 13 E11 VpsI k °ID 12 loor� tcs; �� = low Ps; ¢� =7, S k �,5 ci 0LOa6u 6A , load = - 49 Ps', x -SCa i viz >y l o,ys I� 4,9 re� K- 1 1� w i h1D 6PLiPr lO�ps IAVT La4b = zz , �s���� I op.� ►J�T FoR.c,T� = 1 Z , � �s� x 103�,�,�, - l 3 2. �'��s =WW /, VVL �, VD�G, - 1/1 IVo �1 _ G. ` T1� xxIA An x 1 ` / �, hoo O N ZoV6 7 aC4 �-e�4 ac / CI NCI M CI CI qe;l C� 1.2 sl, -L 4o j rcc �j Tye /q-t� '"1 t WdAa 0 ,70�1 x2l �i k D,2..S�• �Z _ L/,,14�] ., � � y � I�,�( 0,005 x 41 s o � o iV I 4.Z OL x x= 1r� %nAnvi N Q coo '-N a a a NAC; V NNN OVA, ' K3�k �Icb� � l t s4a KCP 6pQU - i Z x 2 0 Vsc' 2,5r� Cyr = 15�y3 I ti • v DESIGN CALCULATIONS PROJECT: SALT STORAGE ROOF SUPPORT STRUCTURE LOCATION: Snohomish County Public Works Road Maintenance Facility 19700 67" Av. N.E. Arlington, Washington CONSTRUCTION BY: Snohomish County Day Labor Dick Sass 425-388-3341 CALCULATIONS BY: Snohomish County Engineering S rvic Darrell Ash 425-388-6688 CONTENTS: Sheet 1 Vicinity Map Sheet 2-5 Wind load design loads Sheet 6-9 Plan, Elevation & Details Sheet 10-12 Calculations wA WAS `9S �F�a� too �ss��NAI EXPIRES 1 05 (7L RECEIVEr MAY 31 2000 ;I'IY OF ARLINGTON, UD —qoq7 SEE 2 / AP 9 7 M In Q11dIN R1VfRS , ;�0; r ! R IDE AV >•COUNTY PARK I. AV I�CO /HALLE X \ to AV / BURKE AV G <C a i Q ioPx GIB AV FPS IKF z; .1 i RO RN AV Po OIVI I0 ST - -H.t�SH -------- - r- Q ' - ..Qy _.Q' PARKa vAaK N�S� 220TH -5TN--- �_-- T HE i { N 4TH $T, Q �1< < � ® " MID `�\I E r w 1 Q �gFfC L : cC 3R0 - ST g I CH 12 f Z I f5 W 12H ST WM < L 1 0 LIB ST i I .. ¢ MA LE ST `Y c8m i f rh J c I UN40N _ f MAPLE ST I Lo —f- ST. NnLCREST OR 4 0 a 2 215TH-S T-NE JA 0 ST CASCADE� 211TH _ _ _ _ 5 m J i ens? I-� / W Q T ARLINGTON HS i ? _ C FLOREKE s TV E I T c >� ^£ HIGHLAND O / �_ ! JOYNN ff ARLINGTON DR �FSLEY RO (212TH HARI CHRISTIAN - ST 118TH ST `O_NE �.Q� JENSf N ST HS 641N PORTAGE SST Z �� M l • a 2oa�Hl�, � � �' � 1 m Q�NE I CEMETl RY `O ! 204TH ST FRRD Q `. NEuj o �� • � �ii i x I a rzol FCF L�� 200TH �o I Q ! 201ST y ST NE I PL NE) 199TH $T a N R:L I N PTO N ' 196T G ST HE 197TH T NE � ���� Av t J E PL NF 7 192NO ST HE w ��'$� ,` 1°I z 191` 191 S'f lg O > 2`v PL N� ' PL NE —a x m --- ir u� Fisk 88TH ^ • ST. I HE i c •�..: f�•P I c � ��\ R 1997 UNIFORM BUILDING CODE TABLE 16-F TABLE 16-G I AT STANDARD HEIGHT OF 33 FEET(10 058 mm 120 130 TABLE 16-F-WIND STAGNATION PRESSURE(q$) 90 100 110 70 80 36.9 43.3 j x 1.61 for km/h) 20.9 25.6 31.0 Basic wind speed(Mph)'( 12.6 16.4 Pressure qs(psf)(x 0.0479 for kPllmz) t Wind speed from Section 1618. i i it I TABLE 16-G--COMBINED HEIGHT,EXPOSURE AND GUST FACTOR COEFFICIENT(001 1 HEIGHT ABOVE AVERAGE LEVEL OF EXPOSURE B EXPOSURE C ADJOINING GROUNO(tees) Q,62 EXPOSURE D 1.06 x 304.e for mm 1.39 0.67 0 15 1.45 1.13 0.72 20 1.50 1.19 0.76 25 1.23 0.84 30 1.54 1.31 0.95 1.62 I 40 1.73 1.43 1.04 I 60 1.53 1.13 1.81 1.61 80 1.88 1.20 1.67 1.93 100 1.31 120 2.02 1.79 1.42 2.10 160 1.87 1.63 , 200 2 2.05 23 1.80 300 2.34 2.19 - 400 tValues for intermediate heights above 15 feet(4572 mm)may be interpolated. �1,e,�,5 0 CCI 9's �X �2 Iln k � low - � � Z.Z. C-) 1 VJ P�u- 1, (Ei,4 Cu S .� Q Sguv�YP r\ u-e l ■ J _ 1 1 I PM 1 • PC 1 �.. 1997 UNIFORM BUILDING CODE TABLE 16-H �r TABLE 16-H-PRESSURE COEFFICIENTS(C ) e� STRUCTURE OR PART THEREOF DESCRIPTION Ca FACTOR 1. Primary frames and systems Method 1(Normal force method) Walls: Windward wall 0.8 inward Leeward wall 0.5 outward Roofs I: Wind perpendicular to ridge Leeward roof or flat roof 0.7 oumard - Windward roof less than 2:12(16.7%) 0.7 outward Slope 2:12(16.7%)to less than 9:12(75%) 0.9 outward or 0.3 inward r Slope 9:12(75%)to 12:12(100%) 0.4 inward Slope>12:12(100%) 0.7 inward Wind parallel to ridge and flat roofs 0.7 outward Method 2(Projected area method) On vertical projected area Structures 40 feet(12 192 mm)or less in height 1.3 horizontal any direction r; Structures over 40 feet(12 192 mm)in height 1.4 horizontal any direction tat projected areal 0.7 upward 2. Elements and components not in areas of Wall elements 7s discontinuity'- A structures 1.2 inward Enclosed and unenclosed structures 1.2 outard Partially enclosed structures 1. outward Parapets walls .- Irtwar or outward i r Roof elements3 Enclosed and unenclosed structures =t Slope<7:12(58.3%) 1.3 outward `- Slope 7:12(58.3%)to 12:12(100%) 1.3 outward or inward r Partial) enclosed structures pe< : o Slope 2:12(16.7%)to 7:12(58.3%) 1 6 outward or 0.8 inward Slope>7:12(58.3%)to 12:12(100%) 1. outwar d or inwar 3. Elements and components in areas of Wall corners" 1.5 outward or 1.2 inward discontinuities2.4 Roof eaves,rakes or ridges without ovcrhangs6 2.3 upward Slope<2:12(16.7%) 2.6 outward Slope 2:12(16.7%)to 7:12(58.3%) 1.6 outward Slope>7:12(58.3%)to 12:12(100%) For slopes less than 2:12(16.7%) 0.5 added to values above Overhangs at roof eaves,rakes or ridges,and + canopies 4. Chimneys,tanks and solid towers Square or rectangular 1.4 any direction Hexagonal or octagonal 1.1 any direction Round or elliptical 0.8 any direction 5. Open-frame towers7,8 Square and rectangular Diagonal 4.0 Normal 3.6 Triangular 3.2 6. Tower accessories(such as ladders,conduit, Cylindrical members s lights and elevators) 2 inches(51 mm)or less in diameter 1.0 Over 2 inches(51 mm)in diameter 0.8 Flat or angular members 1.3 7. Signs,flagpoles,lightpoles,minor structuresg 1.4 any direction I or one story or the lop story of multistory partially enclosed structures,an additional value of 0.5 shall be added to the outs and Cq.The most critical combination shall be used for design.For definition of partially enclosed structures,see Section 1616. values listed are for 10-square-foot(0.93 m'-)tributary areas.For tributary areas of 100 square feet(9.29 m'-),the value of 0.3 may be subtracted from Cq,except of areas at discontinuities with slopes less than 7 units vertical in 12 units horizontal(58.3%slope)where the value of 0.8 may be subtracted from C�.Interpolation )nay be used for tributary areas between 10 and 100 square feet(0.93 m'-and 9.29 m'-).For tributary areas greater than 1.000 square feet(92.9 m-),use primary e values. slopes greater than 12 units vertical in 12 units horizontal(100%slope),use wall element values. LL 1 pressures shall apply over a distance from the discontinuity of 10 feet(3048 mm)or O.l times the least width of the structure,whichever is smaller. _ ntinuities at wall corners or roof ridges are defined as discontinuous breaks in the surface where the included interior angle measures 170 degrees or less. d is to be applied on either side of discontinuity but not simultaneously on both sides. r„ pressures shall be applied to the total normal projected area of all elements on one face.The forces shall be assumed to act parallel to the wind direction. rs for cylindrical elements are two thirds of those for flat or angular elements. l.: w: i 2-29 Y m .� 1 I I 1997 UNIFORM BUILDI CODE TABLE 16-1 TABLE 16-K I TABLE 16-1—SEISMIC ZONE FACTOR Z l i 2A 2B 3 4 ZONE 1 Z 0.075 0.15 0.20 0.30 0.40 1 NOTE:The zone shall be determined from the seismic zone map in Figure 16-2. l� j TABLE 16-J—SOIL PROFILE TYPES AVERAGE SOIL PROPERTIES FOR TOP t00 FEET(30 480 mm)OF SOIL PROFILE y Standard Penetration Test,N(or NCCH for Undralned Shear Strength,K; pal SOIL PROFILE SOIL PROFILE NAM Shear secondl(m/sY�VS coheslonless soil layers](blows/IoaQ (kPa) TYPE DESCRIPTION S Hard Rock >5,000 A (1,500) _ SB Rock 2,500 to 5,000 (760 to 1,500) >2,000 I (100) SC Very Dense Soil and Soft Rock 1(360 to 760) >50 600 to 1?00 15 to 50 1,000 to 2,000 i Sp Stiff Soil Profile (180 to 360) (50 to 100) ' < 1,000 S I Soft Soil Profile <600 <15 (10) E (180) SF Soil Requiring Site-specific Evaluation.See Section 1629.3.1. ISoil Profile Type SE also includes any soil profile with more than 10 feet(3048 mm)of soft clay defined as a soil with a plasticity index.P1>20,w,,,c z 40 percen and su<500 psf(24 kPa).The Plasticity Index,1'/,and the moisture content,w,t1e,shall be determined in accordance with approved national standards. i, i! it TABLE 16-K—OCCUPANCY CATEGORY SEISMIC SEISMIC WIND IMPORTANCE IMPORTANCE' IMPORTANCE OCCUPANCY CATEGORY OCCUPANCY OR FUNCTIONS OF STRUCTURE FACTOR,/ FACTOR,I FACTOR,1,,. 1. Essential Group I,Division 1 Occupancies having surgery and emergency treatment 1.25 1.50 1.15 facilities2 areas Fire and police stations Garages and shelters for emergency vehicles and emergency aircraft Structures and shelters in emergency-preparedness centers Aviation control towers Structures and equipment in government communication centers and other 1 facilities required for emergency response Standby power-generating equipment for Category 1 facilities Tanks or other structures containing housing or supporting water or other fire-suppression material or equipment required for the protection of Category 1,2 or 3 structures I 2. Hazardous Group H,Divisions 1,2,6 and 7 Occupancies and structures therein housing or 1.25 1.50 1.1 facilities supporting toxic or explosive chemicals or substances I Nonbuilding structures housing,supporting or containing quantities of toxic or explosive substances that,if contained within a building,would cause that building to be classified as a Group H,Division 1,2 or 7 Occupancy 3. Special Group A.Divisions 1,2 and 2.1 Occupancies 1.00 1.00 1.00 occupancy Buildings housing Group E.Divisions 1 and 3 Occupancies with a capacity structures3 greater than 300 students Buildings housing Group B Occupancies used for college or adult education with a capacity greater than 500 students Group 1,Divisions 1 and 2 Occupancies with 50 or more resident incapacitated patients,but not included in Category 1 j Group 1,Division 3 Occupancies All structures with an occupancy greater than 5,0(N)person% Structures and equipment in power-generating stations.and other public utility facilities not included in Category I or Category 2 above•and required for continued operation 1.00 a. Standard All structures housing occupancies or having functions not listed in Category 1.00 L.00 occupancy 1,2 or 3 and Group U Occupancy towers I structures3 1.00 5. Miscella neous Group U Occupancies except for towers 1.00 1.00 structures 1 The limitation of/p for panel connections in Section 1633.2.4 shall be 1.0 for the enure connector. '-Structural observation requirements are given in Section 1702. 3For anchorage of machinery and equipment required for life-safety systems,the value of 1p shall be taken as 1.5. I 2-30 CHAP.TABLEr18ll--A ��� UNIFORM BUILDING CODE TABLE 18-1-C TABLE 18-1-A—ALLOWABLE FOUNDATION AND LATERAL PRESSURE LATERAL BEARING LATERAL SLIDING4 ALLOWABLE OUNDA ON L DEPTH/BE OW F Resistance PRESSURE(ps112 NATURAL GRADEa (pst)s x 0.157 for kPa x 0.0479 CLASS OF MATERIALS1 x 0.0479 for kPa per meter Coefficients for kPa Nfassi,c crystalline bedrock 4,000 1,200 0.70 or Sedimentary and foliated rock 2,000 400 03.5� Sandy gravel and/or gravel(GW and GP) 2,000 2O0003,-) 4` Sand,silty sand,clayey sand,silty gravel and clayey gravel(SW,SP,SM,SC,GM 0 15 and GC) s Clay,sandy clay,silty clay and clayey sill(CL,ML.MH and CH) 1,0007 lUU 130 ,tFor soil classifications OL,OH and PT(i.e.,organic clays and peat),a foundation investigation shall be required. IplI values of allowable foundation pressure arc for footings having a minimum width of 12 inches(305 mm)and a minimum depth of 12 inches(305 mm)into ,.natural grade.Except as in Footnote 7,an increase of 20 percent shall be allowed for each additional foot(305 mm)of width or depth to a maximum value of I three times the designated value.Additionally,an increase of one third shall be permitted when considering load combinations,including wind or earthquake i loads,as permitted by Section 1612.3.2. 7hfay be increased the amount of the designated value for each additional foot(305 mm)of depth to a maximum of 15 times the designated value.Isolated poles for uses such as flagpoles or signs and poles used to support buildings that are not adversely affected by a 1/,-inch(12.7 mm)motion at ground surface due to short-term lateral loads may be designed using lateral bearing values equal to two tines the tabulated values. 4Lateral bearing and lateral sliding resistance may be combined. SCoefficicnt to be multiplied by the dead load. 6Lateral sliding resistance value to be multiplied by the contact area.In no case shall the lateral sliding resistance exceed one half the dead load. 7No increase for width is allowed. r TABLE 18-1-B—CLASSIFICATION OF EXPANSIVE SOIL EXPANSION INDEX POTENTIAL EXPANSION 0-20 Very low 21-50 Low 51-90 Medium 91-130 High Above 130 Very high ` k TABLE 18-1-C—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REOUIREMENTS1,2,3,4 1 THICKNESS OF FOUNDATION WALL (Inches) WIDTH OF FOOTING THICKNESS OF DEPTH BELOW UNDISTURBED x 25.4 for mm (Inches) FOOTING(Inches) GROUND SURFACE(Inches) NUMBER OF FLOORS SUPPORTED Unit BY THE FOUNDATIONS Concrete Masonry x 25.4 for mm 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 lWhere unusual conditions or frost conditions arc found,footings and foundations shall be as required in Section 1806.1. '-"I'he ground under the floor may be excavated to the elevation of the top of the footing. tlnienor stud bearing walls may be supported by isolated footings."Ihe footing width and length shall be twice the width shown in this table and the footings shall be spaced not more than 6 feel(1829 mm)on center. 41n Seismic Zone 4,continuous footings shall be provided with a minimum of one No.4 bar top and bottom. N SFoundaiions may support a roof in addition to the stipulated number of floors.Foundations supporting roofs only shall be as required for supporting one floor. 2-49 "Su pp, �MocruRvs k LI G S AO P I"&UW W W W It I"W Yl IA VI \ V1000 a "• M !V v vva �� 1` V� 7-S r r� ps 4 t-acnnoas o (�' 'ROOF 00MOE zz � � LA ` ,, _ ( Or � Y ARLko6-1-DQ "ROOF Su�F , o9i � 1J(Z� S p 21� uj 1"... @) 4n'A� lokln „� coo VI O N S S i J N at NncNi � X I x O f EkI S SA(.r I � D E�I l_ p ' ! III III II ► �'',� � ( l �I f l I �! ICI IIIIIIfII (If I f� f ll �l (. II Co Vic, —z►- F76 "PI G4 L, r--Lr-VA ( J n l i Fo� L4 x4x3/8 ExisT, W W W O ` Lu xxx in 0 �v n rR -- AA r r r N CI C1 N - O�'� f/Z i 3 O �t LAx� rl� ,J41 P I � i � � 1 3 q1 e b k 0 0 (2— 1 zj, rce 4A IA. 0 ❑ 4D W W W �\ ul S22 4A"Lq O O O C v1 O O N er a aaa rNn " ; � Gol vw V\ of roo A LA vie N Id , s 0 V q � q - ., � . t � LoAD �!—+o ouD Lc)y,�)i--�:> — z S ps� i �, �- — �S ps_� W W W EA 47 Ix 6.+2-I ,V �>,4xxx w IA IA coo in I o;A� �-o►vo - Io34 x � S - 3Co� Ose ri N r �0►4� CoLv�� — 4O K .�4- = 1 ��/c-0 l u w,� N Np N Q E - I, Cooti �; �c = I poo I°S� = 9,Sx q,S - 90,Z�j ihZ q S „ P ( vII- pr, clo ^� l3 psj g( x �c7, �, Lo t o v, �S --7, "/76 '-5� -7 �-q Ot oLDCL66 6j , (oad s', x sCp 'viz = 4z oK- ©, 7F� b)'- -7 ho 4,9 s,�, 5 s, ©A l�, 1 t 11 w� supp (DO�k,U I)rT tto 6PLtP—/ l �s I�,F—:T La4c, = zz , t�s��`�� I ops� ps LULUS - z z . 3 W W W r1 ✓ 1 Oy{�/( ^ ___ %A4ntn inor I 3 r vi1 4e zo N C;IY N C/CV CT o u b Loa, 4v [A,�Q�318 TY ���v ��`e� ���@ 12 (fJ y i2 - !�� ' S gA5(( o.00s x 41 S.�, CLnL/S o O o W F�fl }�f�►zor.� � �R DS AA/m W W W W �.—_ate- /\ I(9I/ xxx h Anin goo N �� zz'� x43zsr = qrq N a a a �'��_ N CI iV NNN I O C ILL Y ^ I 1'��f/••- P z z I COPY rormm Ll COP!ES OF:' Pv,J!�S CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. oC,� 1 OWNER MAIL AUDRLSS CITY ZIP PHONE S'ti'ONOMiSN C(otmmy Df W-IZM l20/ B•�iVr✓E✓,I Ll Ff{t�ES/✓0' elwfSI,< Q�ZGfl 364 862-7s/j ARCIEITECT OR DESIGNER MAIL AUORESS CITY ZIP PHONE A1016MIS/4 COUNTYe�V&1,njEGRl//rSF_RVicE , 2.430 10K E FVEP, � 04u f�7ys GENERAL CON I RACTOR MAIL ADDRESS /�� Q� CITY ZIP ]— PHONE LICENSE I MLCIIANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE I A/g PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE I 1)4 3 CLASS OF WORKA �❑NLW AUDITION ❑ALTERATION ❑ REPAIR ❑DEMOLI LION ❑BUILDING RELOCATION QVALUAJTION F WORK Z i / 2- Soa �_ W DESCRIBE WORK w eREC AvdK SU b Ti L of r a.L �✓ r m PROPOSE D USE OF BUILDING R �7C/ST l/✓C� S.4 L 1'S�Q/�'/? I�f I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICF um)N fo� -rO cove n TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROM J LLG•\L UE 5(RIP T WN UI PRUPE RiY(SHOWN BELOW 09 N 1 T nLH F OUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WOR' LUI BLUCK Or WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THI a GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TC � s% SE% AIR- r_lS 7-3J.,k1 ROE VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OI a TAX ID NUMBER FROM PROPERTY TAX STATEMENT LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE O s3 O O �-_O Z CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. O SIGNATU&§OF CONTRACTOR OR AUTHORIZE AGE DATE U 108 AUDRLSS t % 700 �7 M -z5 L o x 't, -3 0-Ov (OFPICB USE ONLY) PLUMBING VIPCHANICAL NO. TYPL'OP PIXTURE PBI? z's PIXTURCS NO. TYPE OF COUIPMENT lips is FIXTURES WATER CLOSEC Cmmup \IR COND.UNCCS—I1.P. EA. 7 uE .Het- 3ATIiTUB LEPRIGERATION UNITS—H.P.LTA * ti .lit" AVATORY ASI I BASIN) 10ILERS—I I.P.EA. 7 ui .list— HIOWER iAS PIRBD A.C.UNITS—TONNAGE EA. T d .list** CITCHUN SINK&DISPOSAL JIFORCED AIR SYSTEMS—B.T.U. MEA DISHWASHER WALL HEATERS—D.T.U. M .AUNDRY TRAY JNCC IIHAT13RS—B.T.U. M 'LOTHES WASHER CVAPORATIVECOOLERS WATER HEATER .'LOTH ES DRYERS JRINAL ✓ENT1LATION PAN )RINKING FOUNTAIN JILANGE IIOOD COMMERCIAL 7LOOR DRAIN AIR IIANDLING UNIT— CPM ✓ACUUM BREAKERS iCOVE ROOF DRAINS—RAINLEADERS AETAL FIREPLACE A CHIMNEY 'INK(SERVICE—BAR,ETC. NATER HEATER JAS PIPING *(up to S-f3.00.addnl. 5.75 ul ment Ilet must be provided SUB TOTAL ; SUB TOTAL PERMIT ; PERMIT _ TOTAL PL'B ; TOTAL PEE SIDE.YARD SE[BACK SIRLL1 SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEE RECEIPT NO. USE. /ONI LOT AREA VACANT SITE ❑YES ❑NO FEES VALUATION FEE TYPL OF CONS OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG SI/.L Of BLUG. NO.Of STURILS MAX.O CC.LOAD BU'LDING S PLUMBING Ywo0' LL > � � ►- oo � Q w U Z `\ N ✓N N z `J a Q �Q �OF- N LLJ _ U _ - - Oce w .ts M F- ! CL X t e e e e Q ocLL `Sg z0 •.\ ZO Z Z Z 1l a-iZZLL W WQO < J W 2 '� pQ � U � OZ LLL. F Cl a z ce m W a a w w W p d w ¢ � pl� wz F a o � � � a 1, p � U � aOu > m �, J V W m W w ~ N ^O < y F a L O W �OZwZQOv~iwq. y v m my N z a > Q >>= N Z — z v Q Q W Z > W O X O 6. S N O J N y a z a o a d a O Q p = p = U O �' I 'I I y I U W QTW OW F Z \ I z - E F, F 41 � � c /O� N Ii.•�� = 1 p L W O �� O t� << Z I ° fA Z ° •� C: 7 W V ,` � F- R� Q w or- CJ Cl !� Z C] ,O fn I V U O U fi ❑ O z C> > Q CL Z J a o Z O a ti i c� ri z c z 1 ffi = Z o N 3 G F m >_ E~ s n NJ ¢ QUZ � o < a_ <� o o u < o u p <0 Z O d ll U W O1 I r°� < 0 0 t Z m W 7 O D w uQ Q o m �jp � 0 �03uo ° d u ° j K 5 < ri > < cd 7 z Y oQ w o a °O Z \�J u. U Q p o < O Z zz I�r] U I� O Y } } } ❑ >- Z Z_ LU J Ci V < < K O � Y V V W a O O W V f: m m OW _ 6 0 < o z > J W u u o0 3 > Q u v v u \, u' QNm � QH J � O = ? m < m Y a Z ,Z ( ) . `�l W Z Z Z J Q Z u Z z s u i C7 'J w < oC = < m 1, O moo >J> � _QOQV `-3 °z J d W H Z w < C) i 3 a Q F. W ❑ OLn Z v7 Y < ❑ / C < ° U l W V O Z W = m -i o cc < U V w H w J < ..J X J o CL J vNi h N VN1 N ❑ ~ C� % 5 >Az f `� ❑ 4����P ❑ oc a oC oc of r� < '� F J CD O O O L] 1__\ •� J ce `� J J J J O ``� \ F- J F ` Z m � a c H � LL. s ma- U. \� L -3 < n0. Z v 11 J _ Z Z n a '~ .J C O n O aI < d 2 ✓ Z U O G u Z DE I J O Z W o V� n z b�4 1` `1 G < g a I t a LL h < o o < O HN Zacl F oZ � zu a 0. z h � � °C� .ate m z \�¢ I 1� ' 'c a u a a m Y ¢ p p a y z a z C �. ATV �°� �� �� �:z �Y,a3 Y o1`�4 �,ym � o �� � < 3 '� 3_ z � zzoDrQ. � m (011 o O° "° ° o' o s C� s C� y < F > o �' ° ° < r oc o o z J N v' Ln :7 O „i l� O 1�L J' Li z oJc �j O O J N O � z m o 3 < m �" ? ���0 �� .�i s �V� _ m� w Q " g O < J .� L L.l ❑ > .w .7 6 J J 1-- 0 \ v 0. j V N O U SMODUV N33M138 S3NIl T1V 313'1dWoo �-