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HomeMy WebLinkAboutSOLR-21-0192 yrs City of Arcadia,CA Permit NO.SOLR-21-0192 i Development Services Department Permit Type:Solar 240 West Huntington Drive,Post Office Box 60021 Arcadia,CA 91066-6021 Work Classification:Solar-Residential (626)574-5416 Permit Status:Issued ARCADIA Issue Date:02/05/2021 Expiration: 02/07/2022 , Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 281 W CAMINO REAL AVE Arcadia,CA 91007-6904 5784013016 jai . emossammermw Contacts ^_ TAN,DAVID CO TR TAN AND LIU FAMILY Owner SEMPER SOLARIS CONSTRUCTION INC* Contractor TRUST 1805 JOHN TOWERS AVE,EL CAJON,CA 281 W CAMINO REAL AVE,ARCADIA CA,91007 (619)715-4054 978152 Description:ROOF MOUNT PV SYSTEM 25 MODULES/1 Valuation: $0.00 Tenant INVERTER Total Sq Feet: 0.00 Plan Check# Plan# lift 1 Fees Amount Payments Amount Paid Building Plan Check Fee Residential $100.00 Total Fees $308.24 Electrical Permit Issuance Fee $47.01 Cash/Receipt#REC-06688-21 $308.24 Inverters $77.78 Amount Due: $0.00 Panels $82.45 Solid Waste Management Fee 2 $1.00 Total: $308.24 CALLS FOR INSPECTIONS r Request for inspection by telephone at 626-574-5450. Leave a message 0,,,(3-T r [ requesting the address,timeframe and what inspection item is needed. 3-1ij.,,.Z/ This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 ice j 4 V D aM Da ra-z.nzL 4,, ,, ,PA,ds-T consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. February 05, 2021 Issued By: Henry Kemick Date February 05,2021 Page 1 of 1 PARI, 4 : PERMIT/PLAN REVIEW APPLICATION • Development Services Department, 240 West Huntington Drive,Post Office Box 60021 • li•N Arcadia, CA 91066-6021, (626) 574-5416, Fax (626)447-9173 ItY of City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION 0 I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. 0 I have and will maintain a certificate of consent to self-insure for workers' License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractor OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, forthwith comply with those provisions. or my employees with wages as their sole compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date Signature Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(I)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044, Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at(909)396-2000 for further information. Name Title PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. Signature Date 4#'111110Pr 0p611Yof AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBON MONOXIDE ALARMS Property Address: 2 8 \N �.(Av.ty R) Permit Number: coL . `71 - G Vf Brief Job Description: c0lic / paw? 13rchke- ( '01./C✓'rev- Number of smoke alarms installed: `T Number of carbon monoxide alarms installed: When alterations, repairs or additions requiring a permit occur, or sleeping rooms are created, Smoke alarms shall be installed in each sleeping room, and outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements and habitable attics as required by Section R314 of the 2013 California Residential Code (CRC) and California Health and Safety Code Section 13113.7. For dwellings or sleeping units containing fuel burning appliances or having attached garages, carbon monoxide alarms shall be installed outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements as required by Section R315 of the of the 2010 California Residential Code (CRC). Multi-purpose alarms (combination carbon monoxide and smoke alarms) may be used. All alarms shall comply with requirements for listing and approval by the Office of the State Fire Marshall. http://osfm.fire.ca.qov/licensinglistings/licenselistinq bml searchcotest.php As owner of the above referenced property, I hereby certify that the smoke alarms and carbon monoxide alarms have been installed in accordance with the manufacturer's instructions and in compliance with the code sections referenced above. I declare under penalty of perjury that the foregoing is true and correct, and that this declaration was executed on (Date) 3"`7 — at Arcadia, California. Owner's Name (printed/typed): . IJay) (I (Ci IA Signature of Owner: This affidavit must be returned to the City of Arcadia inspector prior to final inspection SMOKE ALARM AND CARBON MONOXIDE ALARM LOCATIONS i i Guest Room y Q Bathroom U (71 ^� Storage C ^., Family Room Garage FIRST FLOOR PLAN = SMOKE ALARM T = CARBON MONOXIDE ALARM i a] Mstr - 1 `J Bath f--- Dining Room Kitchen PI Master Bedroom 0 Bats -fall Closet ' I Closet Closet Fa ROOM I3cdroom Bedroom SECOND FLOOR PLAN = SMOKE ALARM F = CARBON MONOXIDE ALARM A STRUCTURAL CALCULATIONS FOR DAVID TAN 281 W CAMINO REAL AVE OF (' nth' t�entARCADIA CA 91007 ''C1 v\1 it C �,cC � ,\;e\ ����o��``�t •0O a���yr�aSth`Lv���ups SSiO �►� letlfiL ,,o as Q�04E �l of\ '��.Vce">>lt\�lD t;�i�tc\i�l`� ;ha\\gota, \l- tint. ;;,,. � © 3569 :61: \he's"h�\ i\e t`�C\lt t OA ,lc\'tile' \�>>t\je \.1�� Np.‘1.1 \, i1�:r� oS:1l\tib �i��1\cv ,\\��, X11 \• tt\t��1�`� �ti" ��'1- T� OF Gad •/'�. ENGINEER: t BWU Consultants, Inc 1168 San Gabriel Blvd #N Rosemead, CA 91770 DESIGN DATA 1. CODE: 2019 CALIFORNIA BUILDING CODE ASCE 7-16 2. MATERIAL STRENGTH CONCRETE: Fc' = 2,500 PSI @ 28 DAYS CONCRETE REBAR: ASTM A615 GRADE 40 Fy = 40,000 PSI STEEL: (AISC 360) 13 EDITION STRUCTURAL SHAPES: ASTM A36 Fy = 36 KSI TUBING: STM A500 GRADE B Fy = 46 KSI PIPE: ASTM A53 TYPE E GRADE B Fy = 35 KSI WOOD: DOUGLAS FIR-LARCH ( 19% MAX. M.C. ) JOIST & RAFTER #2 GRADE Fb = 875 PSI Fv = 95 PSI E = 1.6 x 1,000,000 BEAM & HEADER (4X) #1 GRADE Fb = 1,000 PSI Fv = 95 PSI E = 1.7 x 1,000,000 (6X) #1 GRADE Fb = 1,000 PSI Fv = 85 PSI E = 1.7 x 1,000,000 POST (4X) #1 GRADE Fb = 1,000 PSI Fv = 95 PSI E = 1.6 x 1,000,000 (6X) #1 GRADE Fb = 1,000 PSI Fv = 85 PSI E = 1.7 x 1,000,000 STUD #2 GRADE Fb = 675 PSI Fv = 95 PSI E = 1.4 x 1,000,000 SELECT STRUCTURAL (6x, LARGE) Fb = 1,450PSI Fv = 95 PSI E = 1.9 x 1,000,000 MASONRY: CONCRETE BLOCK ASTM C90 Fm = 1500 PSI NO INSPECTION REQUIRED 3. SOIL REPORT: SIO f's= 1,500 PSF/ OR SEE SOILS REPORT 4°'s 'sI\t G-tt!!tq( c/ 4. LATERAL ANALYSIS: 'J~ A. SEISMIC LOAD G./5693 sa V=C W SEE ATTACHED. c‹. rs . d vis � CIVN‘"\EO�y` B. WIND LOAD (SIMPLIFIED PROCEDURE) Ir Of GA\ (130 mph) EXP "C" l ULTIMATE •w j Material Weights Weight Of Materials-Roof and Rigid Insulation Approximate Weights of Floor Requirements Temlock (1"thick) 1.2 psf Trus Joist Products Cork 0.7 psf - / Refer to local building code for live load TJI 35X Joist Series 2.8 to 4.0 lbs./L.F. Gold bond 1.5 psf TJI 55 Joist Series 4.5 to 6.3 lbs./L.F. design requirements. Styrofoam 0.2 psf Foamglass 0.8 psf TJL, TJLX Truss 3.75 to 4.25 lbs./L.F. Rigid fiberglas 1.5 psf TJW 4.5 to 5.25 lbs./L.F. TJ/60 Truss 4.75 to 5.75 lbs./L.F. r Composition Roofing 2-15 lb.and 1-90 lb. 1.7 psf TJM Truss 8 to 9 lbs./L.F. 3-15 and 1-90 lb. 2.2 psf Roll or Batt Insulation TJH Truss 10 to 12 lbs./L.F. 3-ply and gravel 5.6 psi Rock wool (1"thick)0.2 psf 4-ply and gravel 6.0 psf Glass wool (1"thick) 0.1sf 5-ply and gravel 6.5 psi P Fir Framing Members IRMA(Insulated Roof ALPOL (1"thick)0.1 psf Nominal Joist Spacing Membrane Assembly) 2" 13.0 psf Size 12" 16" 24" Single-ply roofs(Insulation not included) 2x4 1.4 psf 1.1 psf 0.7 psi Ballasted system 13.0 psf Floors 2x6 2.2 psi 1.7 psf 1.1 psi Mechanically fastened 2.0 psf Hardwood (Nominal 1") 4.0 psf 2x8 2.9 psf 2.2 psf 1.5 psf Fully adhered 2.0 psf Concrete(1"thick): 2x10 3.7 psf 2.8 psf 1.9 psf Regular 12.0 psf 2x12 4.4 psf 3.3 psf 2.2 psf Lightweight 6.0 to 10.0 psf 3x6 2.4 plf Linoleum or soft tile 1.5 psf Fir Sheathing - 4x6 5.0 plf (Based on 36 pcf) 94 ceramic or quarry tile 10.0 psf 4x8 6.8 plf "plywood 1.1 psf GYP-CRETE(94 ) 6.5 psf % 4x10 8.6 plf 'h"plywood 1.5 psf 4x12 10.4 plf %"plywood 1.8 psf 94"plywood 2.3 psf Ceilings 1%"plywood 3.4 psf Acoustical fiber tile 1.0sf , P Weight of Sprinkler Systems 1"sheathing 2.3 psf /z gypsum board 2.2 psf 2"decking 4.3 psf % sum board 2.8 sf size of Schedule 40,Std.Pipe Schedule to,Thin Wall 9YP P Pipe Dry(p11) Wet(p11) Dry(p10 Wet(MO 3"decking 7.0 psi Plaster(1"thick) 8.0 psi 4"decking 9.3 psi Metal suspension system 1„ 1.7 2.1 11/i' 2.3 3.0 (including tile) 1.8 psf Wood suspension system 1'h" 2.7 3.6 Miscellaneous Decking Materials (including tile) • 2.5 psf 2" 3.7 5.2 2.7 3.8 Poured gypsum (1"thick) 6.5 psf 2W' 5.8 7.9 3.5 5.9 Vermiculite concrete (1"thick) 2.6 psf 3" 7.6 10.6 4.3 8.0 Corrugated galvanized steel 3W' 9.2 13.5 5.0 11.2 16 ga. 2.9 psf 4" 10.9 16.4 5.6 14.5 20 ga. 1.8 psf 5" 14.8 23.5 7.8 20.0 22 ga. 1.5 psf 6" 19.2 31.7 9.3 26.2 24 ga. 1.3 psf 8" 28.6 50.8 16.9 40.1 Asphalt shingles 2.5 psf Wood shingles 2.0 psf 10" 40.5 74.6 Clay tile 9.0 to 14.0 psf Note:When accumulating total dead load we strongly urge you to use a minimum of 1.5 psf for 'miscellaneous'with all dead loads. ®TRUS JOIST CORPORATION a division of T) International P.O. Box 60 Boise, Idaho 83707 208/375-4450 9octss iONq BWU Consultants, Inc. Na.356 to. R 1168 N. San Gabriel Blvd., #N `4 Rosemead, CA. 91770 r7,, C14OF Gad\E% Tel: (626) 288-0708 r r- Email: twengrs1168@gmail.com I- I Date: (2019 CALIFORNIA BUILDING CODE) ASCE 7-16 EXIST'G ROOF LOAD'G (AS BUILT) SOLAR PANEL D.L. SIZE: SHINGLE ROOF'G 2.2 psf 18.0 SQ.FT. 1/2" PLYWD SHT'G 1.5 2x8 @ 24 O.C. 1.5 RAFTER MISC 0.8 WEIGHT: D.L. = 6.0 psf WT = 2.9#/SQ.FT. L.L. = 20.0 psf (USE 3.0 #/SQ.FT.) T.L. = 29.0 psf L: 10'-0" MAX SPAN W: (6+3+20) x 24/12 = 58.0 plf M: 725 pf Sreq: 5.76 in3 R: 290 lb Areq: 3.66 int 2x8 RAFTER CAN CARRY SOLAR PANELS GRAVITY PER 2019 CALIFORNIA EXISTING BLDG CODE. PART 10. SEC IION 502.4 & 503.3 25x3x18 = 13501b (ROOF DL 6 + CL'G DL 5) x 5498 = 60478 lb 1350 / 60478 = 2.2% c ASCE 7-16 CZ9 � t SS IOHgI c0 4 -to��,yCi WIND LOAD µo.356 (RISK CATEGORY III,IV) *,rh CI `Eo�� 130 MPH, EXP "C" TF OF Gad CHAP 26.10.2 - WIND LOAD COMPONENTS & CLADDING (C&C) qz= .00256 Kz Kz, Kd V2 I (26-10A) Ht. z at the centroid of area Af= 10 ft Exp = c Exposure coefficient Kz= 0.85 (TABLE 26.8-1) Topography factor Kzt= 1.00 (FIGURE 26.8-1) Directionality factor Kd = 0.85 Wind Speed V= 130 mph Importance factor IW= 1.00 qz= 0.00256 x 0.85 x 1.0 x 0.85 x (130)2= 31.26 psf Gust Effect factor G = 0.85 Force coeff Cr= 1.31 Design wind pressure, F/Ar = 31.26 x 0.85 x 1.31 =34.81 psf noc.SS fOkq, BWU Consultants, Inc. N q No."6 , . 1168 N. San Gabriel Blvd., #N �o Rosemead, CA. 91770 ,r c�v�� Eo�� Tel: (626) 288-0708 T�jE Of Cl�� ' Email: twengrs1168@gmail.com r r- Date: i LATERAL (2019 CALIFORNIA BUILDING CODE) WIND EXP "C", WIND SPEED: 130 mph (ASCE 7-16) UPLIFT / WITHDRAWAL FORCE FOR SOLAR PANEL STANDOFF / FAST JACK Vup= 34.81 lb/sq.ft NO. SOLAR UPLIFT FORCE SUPPORTS OF TILE UNIT FORCE PER PANELS HOOK/STANDOFF (5/16"0) LAG SCREW 25 25 x 34.81 x 18 = 15664.5 lb 42 373 lb/lag screw SEISMIC PER 2019 CALIFORNIA EXISTING BLDG CODE. PART 10. SECTION 502.5 & 503.4 1350 lb / 60478 lb = 2.2% < 10.0% OK O.K. USE 5/16"o X 3 1/2" LONG STAINLESS STEEL LAG SCREW WITH MIN. 2 1/2" EMBED TO EXIST'G ROOF MEMBER. CAN RESIST WIND UPLIFT FORCE. Vall = 274 x 2.5 = 685 Ib > 373 Ib OK NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 77 nts 41Table 12.2A Lag Screw Reference Withdrawal Design Values,Wi Tabulated withdrawal design values(W)are in pounds per inch of thread penetration into side grain of wood member. 5, Length of thread penetration in main member shall not include the length of the tapered tip(see 12.2.1.1). be Specific ice Gravity, Lag Screw Diameter,D 'o G2 1/4" 5/16" 3/8" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1-1/8" 1-1/4" on 0.73 397 469 538 604 668 789 905 1016 1123 1226 1327 Lc- • 0.71 381 450 516 579 640 757 868 974 1077 1176 1273 1 0.68 357 422 484 543 600 709 813 913 1009 1103 1193 0.67 349 413 473 531 587 694 796 893 987 1078 1167 0.58 281 332 381 428 473 559 641 719 795 869 940 0.55 260 307 352 395 437 516 592 664 734 802 868 0.51 232 274 314 353 390 461 528 593 656 716 775 w0.50 225 266 305 342 378 447 513 576 636 695 752 r_ 0.49 218 258 296 332 367 434 498 559 617 674 730 to 0.47 205 242 278 312 345 408 467 525 580 634 686 ), 0.46 199 235 269 302 334 395 453 508 562 613 664 n 0.44 186 220 252 283 312 369 423 475 525 574 621 - 0.43 179 212 243 273 302 357 409 459 508 554 600 - 0.42 173 205 235 264 291 344 395 443 490 535 579 0.41 167 198 226 254 281 332 381 428 473 516 559 p ) 0.40 161 190 218 245 271 320 367 412 455 497 538 O 0.39 155 183 210 236 261 308 353 397 438 479 518 m 0.38 149 176 202 227 251 296 340 381 422 461 498 t 0.37 143 169 194 218 241 285 326 367 405 443 479 i 0.36 137 163 186 209 231 273 313 352 389 425 460 m 0.35 132 156 179 200 222 262 300 337 373 407 441 a 0.31 110 130 149 167 185 218 250 281 311 339 367 -1 1. Tabulated withdrawal design values,W,for lag screw connections shall be multiplied by all applicable adjustment factors(see Table 11.3.1). Z • 2. Specific gravity,G,shall be determined in accordance with Table 12.3.3A. R1 72 • N 12.2.3.4 For calculation of the fastener reference 12.2.3.2 For calculation of the fastener reference withdrawal design value in pounds, the unit reference withdrawal design value in pounds, the unit reference withdrawal design value in lbs/in. of ring shank pene- withdrawal design value in lbs/in. of fastener penetra- tration from 12.2.3.3 shall be multiplied by the length tion from 12.2.3.1 shall be multiplied by the length of of ring shank penetration,p1, into the wood member. • fastener penetration,IN, into the wood member. 12.2.3.5 Nails and spikes shall not be loaded in 12.2.3.3 The reference withdrawal design value, in withdrawal from end grain of wood(Ceg 0.0). lbs/in. of penetration,for a single post-frame ring shank 12.2.3.6 Nails,and spikes shall not be loaded in nail driven in the side grain of the main member, with withdrawal from end-grain of laminations in cross- the nail axis perpendicular to the wood fibers, shall be laminated timber(Ceg 0.0). determined from Table 12.2D or Equation 12.2-4, with- in the range of specific gravities and nail diameters giv- . en in Table 12.2D.Reference withdrawal design values, 12.2.4 Drift Bolts and Drift Pins ,,, W, shall be multiplied by all applicable adjustment fac- ,: tors (see Table 11.3.1) to obtain adjusted withdrawal Reference withdrawal design values, W, for con- e design values,W'. nections using drift bolt and drift pin connections shall W= 1800 G2 D (12.2-4) be determined in accordance with 11.1.1.3. AMERICAN WOOD COUNCIL aa ' �S� ..:430H Loo L6-VO-VIOVOUV -X -Pr SI.12105 JEICILIJBS 3AV 1V32J ONINIVOM L9Z 9C$-E I.1.011 Z9 a i o - 9LOEL068LS in ZS1O NO iw ozSNe M01 N1V�,3 NV!avwa 3/1V SH3M01 NNOr SQSt 110i 1131SAS 7N110A01pW trips } s{aVIOS a3aw3s 0350d08<1 1031'021d Es i ` aefr 0 Z g �1 0 W , 1 a <$ ,U d0-,- , O� 0 c,�� R X >Occ a 3 i s �� r U I f W q = 1 O O, 't. lo 2 J LU U 1)'„), OWN jL'4-J 0o M Z W N 1n x o =W .Z.O O. as dcL W CO CL 0 OCZ O UW TZ OW U W ,Z ZZi0 O Q W N 7 ,„,, gypse " , •,,\.s.\‘‘11„, S •Ir sr `:'rt'�; W • fij 1 0 . J Z , W ---- - D or 0 L7 gnu.. r_ _ , 1� /11.1 �l r i e l� --E3---°- p-_ „...,...0 � O\_,� I I `L a { J{O � O wCr LL W cs cs —J vi 0 yi 0 _ Z � �oawEl � a MOWCICe r <z J 2 r5 nZc a� LL LL J Z ri t v7 • J ZP� o ¢ * M z0 - u, Z ,Thcw; nuc Asa cA�lj Da0wz v Z3 ZN0 = lLZ0OrD W p3 mt LLl S0 a LL >- 0 0XO \ >w •a. •ca = jo cz UJ >W 0 _ m 111 Y a ��, Q v, > 01 ?Z L1 � �x R W Nr LL wLo aQ LI QUm Z > 0 33 V2, LL Q Q .ti pry NZ O Q Q ce v1 y R O K Z R U Q ^ c \ ce 11 I®1