Loading...
HomeMy WebLinkAbout047-230-153BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR)#:(530) 538-4365 OFFICE #:(530) 538-7601 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 252 INDIAN CLIFFS DRIVE Owner: Permit N0: B09-0213 APN: 047-230-153 BENNETT, JAMES Issued Date: 03/12/2009 By KEJ Permit type: MISCELLANEOUS 252 INDIAN CLIFFS DR Subtype: Phtovtaic Sys Grnd CHICO, CA 95973 Expiration Date: 03/12/2010 Description: GROUND MOUNT SOLAR (530) 228-0733 Occupancy: Zoning: FR -40 Contractor Applicant: Square Footage: S P G SOLAR INC S P G SOLAR INC Building Garage RemdUAddn 521 CAL OAK ROAD 521 CAL OAK ROAD OROVILLE, CA 95965 OROVILLE, CA 95965 Other Porch/Patio Total (530)533-5988 (530)533-5988 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Photovoltaic System $421.93 DP Planning Clearance for Perm $78.70 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No / Class / Expires S P G SOLAR INC 759086 / B C46 C10 / 01/31/2010 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 03/12/2009 Contractor's Signature Date `' I WORKERS'- COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I have andwill maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' Carrier: OLD REPUBLIC Policy Number: AICW91 740800 Exp. Date:04/01/2009 ❑I certify that, in the performance of the work for which this permit is issued, I shall not employ any , person in any manner so as to become subject to the workers' 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 forthwith comply with X 03/12/2009 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY DECLARATION I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Section 3097, Civil Code). Lender's Name and Address Lender's Name & Address City State Zip Balance Due: $0.00 Receipt No: B9762 OWNER / BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑I, as owner of the property, or my employees with wages as their sole compensation, will do U all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). I am exempt from licensure under the Contractors' State License Law for the reason: 03/12/2009 _ _ PERMIT APPLICANT DECLARATION By my signature below, I certify to each of the following: I am 0 a California licensed contractor or U the property owner' or U authorized to act on the property owner's behalf`". I have read this construction permit application and the information I have provided is correct. agree to comply with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above -identified property for inspection purposes. California Licensed Contractor, Property Owner' or Authorized Jou _-k�4t!e,'\03/12/2009 FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PERMIT BUILDING PERMIT APPLICATION* * NO. OFFICE 4:(530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds BIN PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name /VNy�-r First Name 3qVVI, 6_5 Mailing Address Z S z —A�oe C -L d!r'�,5 a ,fid 4t� City C c. v State C Zip Y I- 7 3 Phone' 7 Zf -733 Fax E-mail APPLICANT INFORMATION CONTRACTOR Name Address S Z� Address Ii it-- I ru cr Address _ZI CAL ovi! 049 CityG I G> Zip State&, Zipg6� (oS PhoneS3 Fax S33" 2-5 Y E-mail Lic. # 8 � Class C -fib APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address S Z� Address City 0opo11(CY City State CA State Zip Phone Fax Fax E-mail State License Number APPLICANT INFORMATION Name OrG �ttC�vrr�,-�� Address S Z� C4-(- 6M ✓�� City 0opo11(CY Yes State CA Zip CJS4to5 Phone -a —5��� Fax E-mail APPLICANTS NATURE k PROJECT LOCATION AP# b y) -L50 - /53 Property Address ZS Z /W b 01'i' 5 1� City J Lo WORKER'S COMPENSATION Policy Number Carrier _ If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: Ilb-71,.` /i4 Flood ISRAI Yes Sq FT- Living Garage Open ❑ Structure Built withou ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood ISRAI Yes No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hiip:HmuniCipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B09-0213 Location: 252 INDIAN CLIFFS DRIVE Parcel Number: 047-230-153 Date: 02/19/2009 Owner Name: BENNETT, JAMES � Phone: (530) 228-0733 Description: GROUND MOUNT SOLAR Signature of Applicant: Date: 02/19/2009 FILE APPLICATIONS KD205GX-LP Is ideal for grid tie system, applications. • Residential roof top systems • Water Pumping systems 0 Large commercial grid tie systems • Nigh Voltage stand alone systems • etc.. OUALIFICATIONS • MODULE : UL1703 listed 9 FACTORY: IS09001 and ISO 14001 QUALITY ASSURANCE Kyocera muliftrystal photovoftak modules have passed the following tests. 0 Thermal cycling test 0 Thermal shook test • Thermal / Freezing and high humidity cycling test 0 Electrical isotabon test • Mail impact test. • Mechanical,. wind and twist loading test • Sell mist test 0 Light and water -exposure test .0 Field exposure test LIMITED WARRANTY 'eft 1 year limited warranty on material'and workmanship 20 years limited warranty on power output: For detet, please refer to 'category M in warranty issued by Kyocera (Long term output warranty shat warram f PV Modula(s) anddbtb power output of less than 90% of the original mWmum rated power spedHad at fro *m of sate wMM 10 years and lass Oran 60% wtftn 20 years after the date of sale lo ltre Customer The power output values shah be those measured wider Kyocera s standard measurement oarditlons. Regarding fro warranty aondUiab In detau pie rebr to warranty ftM by Kyocera) ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Current -Voltage characteristics of Photovoltaic Module KD205GX-LP at various cell temperatures Module KD205GX-LP at various irradiance levels _MMOM ®®KIRM ®®E� Mmalt® M®®,a0 ®®®1II5IRND, �. ®®®11�APPROVED SPECIFICATIONS KD205GX-LP ■ Physical Specifications i ■ Specifications R ENobkal Hrtonaarlca under Standard Test conditions (-STC) Maximum Power (Pmax) 205W (+5%/-5x) Maximum Power Voltage Nmpp) 26.6V Maximum Power Current (knpp) 7.71 A Open Circult Volta (Voc) 33.2V Short Circuit Current lite) 8.36A Max System Voltage 600V Tanperature Coefficient of Ise *SM :Intlnw 1000w/mt, AMI.f 000%M Cd i.noean 1 Electrical Porformence at t1 Mhn2.'1 Maximum Power Voltage Maximum Power Current Short Circuit Current (Isc) +loci(ftr a. "-asTero-rn):4$t —1.20x10.1 WC 36 34 (1.41n.) Unit: mm (in.) is calls Number per Module 54 R Modula CMracteriefts Length x Width x Depth 1500rte1(58tolxlthm(3lOi�x96am11.lnJ Weight 18.5kg(40.8bs.) Cable (4)Mmn(29Ain),(•)1140mn(72./in) 5.02x10.3 A/ t Ametion Sex stics Length x Width x Depth 1"3J4x10&*4.3i1)x1W0M AMt.lt IP Code IP65 145W _ .- 23.5V OU1ero 6.17A •operating Temperature —40t -90t 29.9V Maximum Fuse 15A 6.82A -TNs Nmporawn Is baaW on all temperature. Please contact our office for furter information KHOCERa KYOCERA Corporation 0 KYOCERA Corporation Headquarters • KYOCERA Asia Pacific Pte. Ltd. CORPORATE SOLAR ENERGY DIVISION 294 Tlong Bantu Road, 013-03/05 a Takeda Tobadonocho Central Plaza, Singapore 199730 Fushimi-ku, Kyoto TEL•(E5)6271-0500 FAX:(95)4271-0600 4124501, Japan TEL:(4/)75.404-3476 FAX:(41)76.404-3475 • Kyocera Asia Pacific Ltd. httpJ/www.kyocom.comt Room 001402, Tower 1, South Seas Centre, • KYOCERA Solar, Inc. 7S Mody TEL: )2 23-7103 FAX:(4 Tsimshatsui East, 27 � 01 'n9° Ed6Scottsdale, USA • KYOCERA Asia Pacific Pte. Ltd., Taipei Office Az $520,, TEL:(1)400-9494003 or (500)223.9500 FAX:(1)440-403.4431 IOF. No. 44, Nanking West Road, Taipei, Taiwan httpWwww.kyocerasotar.com/ TEL•(41116) 2-2$S5Q409 FAX:(896)2-2569.4131 • KYOCERA Solar do Brasil Ltda. • KYOCERA (Tianjin) Sales & Trading Corp. Av. Guignord 661, Lola A (Baying Of*c*Moom 2107, Ming Muabin International Bu9dkp, No.O Yong M Deng U, Jlan 0. Men Wal Road, Chao Yang District, 22790.200, Recreio dos Bandelrantse. Rio do Janeiro, Brazil TEL:(55)21-24374525 FAX:(55)21.2437-2330 aeytng, 100022. China httpJ/www.kyoceratolar.com.bri TEL:(i0)10452114W4 FAX:(40)10-"264=9 hUp://www.kywom.cm.cW • KYOCERA Solar Pty Ltd. • KYOCERA Korea Co., Ltd. Level 3, 6-10 Tatavera Road, North Ryde N.S.W. 2113, Australia Oiplomatle Center Room 0406,1376-1. =ho TEL:(41)2-0370.4948 FAX:(61)2.98884588 -Wong, Soocho.Ku,Ssoul, 137-072, Korea TEL:(42)2.3409.3530 FAX:(82)23493.3539 httpJ/www.kyocenizolar.com.au/ htipJ/www.kyocemeo.kr/ • KYOCERA Fineceramics GmbH Fritz-Mu1NrStrasse 107, 73730 Esslingen Germany TEL:(49)711-93934-999 FAX:(49)71 / 43934.950 W4www.kyoceraeolar de/ eolar•kyocera.de Kyocora reserves the ri9M b modii(y 0=0 VKWCaWM without notice UEA1050711SAGM r r GLSLQ tom'U a6 GGoo & r .r V MVV GAO f I, FRONIUS IG GRID -TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 26 lbs, the FRONIUS IG inverters are the lightest grid -connected o BUTTE COUNTY BUILDING DIVISI®14 POWERING YOUR FUTURE APPROVED inverters making them easy and cost effective to install. Flexible The wide voltage range of 150-500 V allows you to use different types of modules and system configuration possibilities. Lower Cost Integrated UL approved DC & AC disconnects which reduce installation time and complexity - often eliminating the need for additional disconnects. LCD Display User-friendly and comes standard with every FRONIUS IG; tracks more than 20 critical system performance parameters. Plug -and -Play Expansion slots in the inverter allow you to easily upgrade the inverter with data communication options. Reliable Fronius has been in business for over 60 years and has more than 200,000 FRONIUS IG inverters installed worldwide. Warranty 10 year Premium Warranty. o BUTTE COUNTY BUILDING DIVISI®14 POWERING YOUR FUTURE APPROVED DC Input Data FRONIUS IG 2000 FRONIUS IG 3000 FRONIUS IG 2500 -LV Recommended PV power 1500 - 2500 Wp 2500 - 3300 Wp 1800 - 3000 Wp Max. DC input voltage 500 V 500 V 500 V Operating DC voltage range 150 - 450 V 150 - 450 V 150 - 450 V Max. usable DC input current 13.6 A 18 A 16.9 A AC Output Data FRONIUS IG 2000 FRONIUS IG 3000 FRONIUS IG 2500 -LV Maximum output power @40° C 2000 W 2700 W 2350 W Nominal AC output voltage 240 V 208 V Utility AC voltage range 212 - 264 V (240 V +10% / -12%) 183 - 227 V Maximum AC current 8.35 A 11.25 A 11.25 A Maximum utility back feed current 0.0 A 0.0 A 0.0 A Operating frequency range 59.3 - 60.5 Hz (60 Hz nom) Total Harmonic Distortion THD < 5% Power Factor (cos phi) 1 General Data FRONIUS IG 2000 FRONIUS IG 3000 FRONIUS IG 2500 -LV Max. efficiency 95.2% 95.2% 94.4% Consumption in stand-by < 0.15 W (night) Consumption during operation 7 W Enclosure NEMA 3R Size (I x w x h) 18.5 x 16.5 x 8.8 inches (470 x 418 x 223 mm) Weight 26 lbs. (11.8 kg) Ambient temperature range -5 to 122 OF (-20 to +50 °C) Cooling controlled forced ventilaton Integrated AC and DC disconnects standard UL approved DC & AC disconnects Protections Ground fault protection Internal GFDI, in accordance with UL 1741 DC reverse polarity protection Internal diode Islanding protection Internal, in accordance with UL 1741, IEEE 1547 Over temperature Output power derating Surge protection Internal DC & AC protection, Tested to 6 kV Compliance Safety UL 1741 EMI FCC Part 15; Class A & B Anti-Islanding protection UL 1741, IEEE 1547 Ground fault detector and interrupter Compliant with NEC Art. 690 requirements, UL 1741 Miscellaneous Maximum AC over current protection Two -pole, 15 / 20 A circuit breaker AC wire sizing Use maximum AWG 6 194°F (90 °C) copper wire DC wire sizing Use maximum AWG 8 194°F (90 °C) copper wire AC disconnect 16 A DC disconnect 25 A Warranty 10 year Premium Warranty is Standard Distributed by (4 v Fronius USA LLC Solar Electronic Division 10421 Citation Drive Suite 1100 Brighton, Mi 48116 Phone: 810-220-4414 Fax: 810-220-4424 E -Mail: pv-us@fronius.com www.fronius-usa.com r, s � Y•1•a.\ r.11 • fir! � .n IRr • rl 11, •1 1 n 1 • 1 • /1r •./ � not / r /-I � 111 ' .111 A\ `• 1, 1• 1 1 '! 1j / t 1111• 1.1111 Ir I.1 '!:. I i�,.:'.: �'d,' . 2.tli -.ti •irt•L•. c."L•i •: .�.,.F. :ii. j- _ yl...y.4, �:. t ._ /., yla;•l' •i't'7i.G'•..',a ,e'11{: •:,•';.•• jr',�+�� .:y,, -°: __� .�'>� .►ct,�1.� '1iliYfjtl .l• '� •.'...r�':`i �.�..«i.+��l •�61i�.iii/Y .�i�i:lwJ �f �: :,_ _.",� ]as;ii. 1`•'},.,.� .,,:: ,`. t) _. hctS1J6 <<►� ::,6,ratI�. •:/., �••v r�; �l.r ••i: 6• • ^ . r �l `.SQ.,'j..:iT.1• `3- •' %•._•° * i. ,• •.:.. +; lCi;:• ��ft.!1b (I) ll��::l.•� t� � ; ..�.^ • :•i ••'• + ::lei..,•» ' �.�. r. s. ! ,. y �.: rt .,. ,. �, . • •I (tA�• ► :► t 1 .t 1 a-. : 1 :1 u BUTTE = COUNTY BUILDING • • • 20 1.1 B22 BEAM LOADING DATA z� Ldp a i7y b p S Po 0 u p 'O aA 22 page I1 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform load by OS and corresponding deflection by O.S. *Failure determined by weld shear. Reference page 14 for general fitting and standard finish specifications. Uililbrin Dellection Beam Simn Channel Uniform Loadand Deflection 1.240 Span 1;361) .014. (35) 2610 (11610) Span 2610 (11610) B22 2610 (11610) - 12 (3� B22A 2610* --(11610) .002-.- (.05) 2610* (11610) 2610* (11610) B22X 5790* 5 .001 5790* 5 5790* 2575 B22 2269 (10093) .031 (39) 7169 (10093) 2269 (10093) 18 (457)' B22A 2610* (11610) .007 (.18) 2610* (11610) 2610* (11610) B22X 5790* 5 .003 5790' 75 5790* 2575 B22 1702 (7571) .056 (1.42) 1702. (7571) 1702 (7571) 24 (609) BZZA 2610* (11610) 017 (.43). 2610* . (11610) 2610* (11610) B22X 5790* TS .008 20 5790* 5 5790* 75 B22 1361 (6054) .087 (221) 1361 • (6054) 1294 (5756) 30 (762) B22A 2610* (11610) .033 (.84) 2610* (11610) 2610* (11610) B22X 5790* 75 .017 .73 5790* 5 5790*. 2575 B22 1135 (5049) .126 (320) 1135 .(5049) 899 (3999) 36 (914) B22A 2610* (11610) .057 (1.45) 2610* (11610) 2610* (11610) B22X 5790* 5 .029 .73 5790* 75 5790* 2575 B22 972 (4323) .172 (437) 972 (4323) 660 (2936) 42 (1067) B22A 2610* (11610) . .091 (231) 2610* (11610) 2610* (11610) B22X 5790* 75 .046 1.1 5790* 5 5790* 75 B22 851 (3785) 224 (5.69) 758 (3372) 505 (2246) 48 (1219) B22A 2405 (10698) .125 (3.17) 2405 (10698) 2405 (10698) B22X 5790* 2575 .068 1.73 5790* 75 5790* 75 B22 756 (3363) 284 (721) 599 (2664) 399. (1775) 54 (1371) B22A 2138 (9510) .158 (4.01) 2138 (9510) 2024 (9003) B22X 5790* 2575 .097 5790* 75 5790* 5 B22 681 (3029) 351 (891) 485 (2157) 323 (1437) 60 (1524) B22A 1924 (8558) .195 (495) 1924 (8558) 1640 (7295) B22X 5645 5110 .130 30 5645 110 5645 25110 B22 619 (2753) .424 (10-77) 401 (1784) 267 (1187) 66 (1676) B22A 1749 (7780) 236 (5.99) 1749 (7780) 1355 (6027) B22X 5132 22828 .158 4.01 5132 5132 828 B22 567 (2522) .505 (12.83) 337 (1499) 225 (1001) 72 (1829) B22A 1603 (7130) 281 - (7.14) 1603 (7130) 1139 (5066) B22X 4704 0924 .188 4. 4704 4704 0924 B22 524 (2331) .593 (15.06) 287 (1276) 191 (849) 78 (1981) B22A 1480 (6583) 330 (838) 1455 (6472) 970 (4315) B22X 4342 1931 220 5.59 4342 • 1931 4270 1899 B22 486 (2162) .687 (17.45) 248 (1103) 165 (734) 94 (2133) B22A 1374 (6112) 383 (9.73) 1255 (5582) 837 (3723) B22X 4032 1793 255 6.48 4032 1793 3682 16378 B22 454 (2019) .789 (20.04) 216. (961) 144 (640) 90 (2286) B22A 1283 (5707) .440 (11.17) 1093 (4862) 729 (3243) B22X 3763 16738 293 3763 1673 3207 1426 B22 425 (1890) .898 (22.81) 190 (845) 126 (560) 96 (2438) B22A 1202 (5347) .500 (12.70) 961 (4275) 640 (2847) B22X 3528 15693 334 .48 3528 15693 2819 12539 B22 400 (1779) 1.013 (25.73) 168 (747) 112 (498) 102 (2591) B22A 1132 (5035) .565 (1435) 851 (3785) 567 (2522) B22X 3320 14768 377 9S 3320 (147M 2497(11107) B22 378 (1681) 1.136 (28.85) 150 (667) 100 (445) 108 (2743) B22A 1069 (4755) .633 (16.08) 759 (3376) 506 (2251) B22X 3136 13949 A22 10.72 3136 13949 2227 (9906) B22 358 (1592) 1266 (32.15) 134 (596) 90 (400) 114 (2895) B22A 1013 (4506) .706 (1793) 681 (3029) 454 (2019) B22X 2971 1321 A71 11 2971 13215 1999 8892 B22 340 (1512) IA03 (35.63) 121 (538) 81 (360) 120 (3048) B22A 962 (4279) .782 (19.86) 615 (2735) 410 (1824) B22X 2822 1 (12553) .521 1 (1323) 2706 (12037) 1 1804 (8024) Based on simple beam condition using an allowable design stress of 25.000 psi (172 MPa) in accordance with WMA. with adequate lateral bracing (see page I1 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform load by OS and corresponding deflection by O.S. *Failure determined by weld shear. Reference page 14 for general fitting and standard finish specifications. I ME P99V PPK'V JLF - AL*ALALMI�ww..- .......... . . . . . . . ........... ....... .......... .. ............ ............. .. ..... ..... RESISTANCE TO SLIP -With Safety Factor of 3 .Maximum 4 strength for 12 gauge channels is limited to 1550 lbs. (6670 N) Resistance to Slip of Cbvmel Not $0 Reference page 44 for general fittmg and standard finish specifications. ,PULL-OUT STRENGTH •With Safety Factor of 3 -Maximum pullout strength for B11 & B12 channels is limited to 1550 lbs. (6670, N). RN PWWut Sfivagth of Channel Nut Reference page 44 for general fitting and standard finish specifications. =OF .......... 51 B11 3t/4" (azo 1SM N1•) 12 Ga. _ _ — 1 Bn • Vile (61yj 15/a" � N1� 12Cia. — 1 B22• B24 .105 — 1� Ph" (419) 15/i» H1.3) 12Ga. .105 12 Ga. 12 1Z3� H1� 15/t" 1 1 i •1�• . . — 1�3 1 1� 1Z ' (413) 14 Ga. A80 14 Ga. 14(34. •lZid B26 • 15/e' (41,3) %ft (41 1 1� 12 332 lsh" H ls/4+. Hl3) 120a. — 12Ga. B42 1w — 1.�. 1$a" 1 12 Ga. — 12 Ga. 1 • li• — 1 B.�/tC Ga 12 Ga 1 12jL Z- B54 13110 l 1 M H1.3) 14 Ga. A80 14 Ga. 14 Ga. 123 B56 Wl6' PDA). ISA- 1 — . (41-3) 16 Ga. Ba b/iC' B72 n� �/�' 18 Ga. E7016 .. >; sM (1591 16 Ga.Ed - o ' TLe aekction ias bow pc�paced•1� a foc arx�abic fid, . a rials, and Lok JL 4 patkmL Mamd gpcs avn7abic for toad c1>anneB Zvi& Lok pauc= ace avacR" on spmal order only *Mctdc for WOCIM== dkown in chart 04 a mm12mm 16 Ga. Q 15 mmmm Z.D mm I -Typo 304 StaW= Swd ' - Type 316 StaW= Stod rNpolia my racy due to oommetrial toieraooea of the wAcdaL o re ChaaadrodmN�aabeaio= B� Type 11 SH Patterns �* B12 S ORN GALV 124 240 U 4 H178 HDG TH B24 B32 KO¢ B42 AL - . _.__.. B52 ... 1154- B56 B62 nn v �. E7016 Rdecrace page 14 for Seaeral fining and sbndacd fi" fi smum- 15 PROJECT: LOCATION: OWNER: JOB NUMBER: DATE: CODES: STRUCTURAL CALCULATIONS Ground Mount Solar Array 252 Indian Cliffs Drive Chico, CA 95973 James Bennett 09-048 March 4, 2009 -'e'AFES310� 70 Ni � P. 8 3 CN11- �• OF CiU.1��� California Building Code, 2007 Edition CODE ENFORCEMENT: County of Butte Building Department BUTTE COUNTY BUILDING DIVISION APPROVED LOADS: . Wind Speed: 85 mph Exposure: C (Method 2 used, u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with. RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Page 1 of ',!X By: MEM NorthStar 111 MISSION RANCH BLVD. Date: 3/4/2009 ENGINEERING SUITE 100 Job No: eq -0<19 CHICO, CA 95926 Page 2- of 7 530-893-1600 FAX 530-893-2113 General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be.drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). ASSUMED ALLOWABLE SOIL BEARING PRESSURE (g) = 1.5 KSF SECTIONAL PROPERTIES ALLOWABLE BENDING STRESS YIELD (Fy) = 42,000 PSI X -X MOMENT OF INERTIA.(Ix) = COOPER B -LINE "B22" U -CHANNEL LENGTH = 3.25 IN X -X SECTION MODULUS (Sx) = WIDTH = - 1.625 IN X -X MOMENT OF INERTIA (Ix) = 0.1912 IN^4 LENGTH= 1.625 IN X -X SECTION MODULUS (Sx) = 0.2125 IN"3 THICKNESS = 0.10 IN Y -Y MOMENT OF INERTIA (ly) = 0.2399 IN^4 WEIGTH = 1.91 # / FT Y -Y SECTION MODULUS (Sy) _ 0.2953 IN^3 SECTIONAL AREA = 0.562 IN^2 MINIMUM RADIUS OF GYRATION (r) = 0.583 IN COOPER B -LINE "B22A" U -CHANNEL (TWO U -CHANNELS BACK TO BACK) WIDTH = 1.625 IN X -X MOMENT OF INERTIA.(Ix) = 0.9732 IN^4 LENGTH = 3.25 IN X -X SECTION MODULUS (Sx) = 0.5989 IN^3 THICKNESS = 0.10 IN Y -Y MOMENT OF INERTIA (ly) = 0.4798 IN^4 WEIGTH = 3.82 # / FT Y -Y SECTION MODULUS (Sy) = 0.5905 IN^3 SECTIONAL AREA = 1.124 IN^2 MINIMUM RADIUS OF GYRATION (r) = 0.653 IN By: MEM NorthStar Date: 3/4/2009 Job No: b q -a�/� . ENGINEERING Page 3 of ;z SOLAR ARRAY CALCULATIONS TYPICAL PURLIN TRY: COOPER B -LINE "B22" U -CHANNEL MAXIMUM SPAN LENGTH (Lspan) = 8 FT MAXIMUM CANTILEVER LENGTH (Lcant) = 3.5 FT TRIBUTARY WIDTH (Wtrib) = 1.5 FT UNIFORM LOADING (w) _ (DL + LL) * Wtrib + WT = WHERE DL = 5 PSF Wtrib LL = 10 PSF WT MOMENT AT MAIN SPAN (M1) = w * Lspan^2/8= MOMENT AT CANTILEVER (M2) = w * Lcant^2/4= MAXIMUM MOMENT (Mmax) = 195.3 FT- LBS 2343 IN - LBS BENDING STRESS (Fb) = Mmax / Sx = 11,028 PSI < WHERE Sx = 0.2125 INA 3 USE: COOPER B -LINE "B22" U -CHANNEL 24.41 PLF = 1.5 FT 1.91 # / FT 195.3 FT - LBS 74.8 FT - LBS 111 MISSION RANCH BLVD. SUITE 100 CHICO; CA 95926 530-893-1600 FAX 530-893-2113 25,200 PSI OK 0 By: MEM NOrthStar ,Date: 3/4/2009 Job No: 09 0 ENGINEERING Page of TYPICAL MAIN SUPPORT BEAM TRY: COOPER B -LINE "B22A" U -CHANNEL MAXIMUM SPAN LENGTH (Lspan) = 7.5 FT MAXIMUM CANTILEVER LENGTH (Lcant) = 0 FT TRIBUTARY WIDTH (Wtrib) = 7.5 FT UNIFORM LOADING (w) _ (DL + LL) * Wtrib + WT = 116.32 PLF WHERE DL = 5 PSF Wtrib = 7.5 FT LL = 10 PSF WT = 3.82 # / FT MOMENT AT MAIN SPAN (M1) = w * Lspan"2/8= 817.9 FT - LBS MOMENT AT CANTILEVER (M2) = w * Lcant^2/4= 0.0 FT - LBS MAXIMUM MOMENT (Mmax) = 817.9 FT- LBS 9815 IN - LBS BENDING STRESS (Fb) = Mmax / Sx = 16,388 PSI < WHERE Sx = 0.5989 IN^3 USE: COOPER B -LINE "B22A" U -CHANNEL TYPICAL MAIN SUPPORT COLUMN AT TALL SIDE TRY: COOPER B -LINE "B22A" U -CHANNEL MAXIMUM HEIGHT (H) = 5.25 FT TRIBUTARY AREA (Atrib) = 33.75 FT^2 MAXIMUM AXIAL LOAD (P) = (DL + LL) * Atrib + WT * H = WHERE DL = 5 PSF Wtrib = LL = 10 PSF WT = K * L / r = #DIV/0! WHERE K= 1 L = 63 IN MAXIMUM AXIAL STRESS (Fa) = P / Ax WHERE Ax = 1.124 INA 2 USE: COOPER B -LINE "B22A" U -CHANNEL r= 468 PSI < 25,200 PSI 526 LBS 33.75 FT. 3.82 # / FT 111 MISSION RANCH BLVD. SUITE 100 CHICO, CA 95926 530-893-1600 FAX 530-893-2113 K5 0 IN 14,900 PSI OK . By: MEM NorthStar 111 MISSION RANCH BLVD. Date: 3/4/2009 SUITE 100 Job No: 09 -big ENGINEERING cHICo, CA 95926 Page 5. of 530-893-1600 FAX 530-893-2113 TYPICAL MAIN SUPPORT COLUMN AT SHORT SIDE TRY: COOPER B -LINE "B22A" U -CHANNEL MAXIMUM HEIGHT (H) = 1.5 FT TRIBUTARY AREA (Atrib) = 33.75 FTA 2 MAXIMUM AXIAL LOAD (P) = (DL + LL) * Atrib + WT * H = WHERE DL = 5 PSF Wtrib = LL = 10 PSF WT = K*L/r= 28 WHERE K= 1 r L = 18 IN MAXIMUM AXIAL STRESS (fa) = P / Ax 455 PSI < WHERE Ax = 1.124 IN^2 WIND F 512 LBS 33.75 FT 3.82 # / FT 0.653 IN 20,000 PSI OK ORCE ON COLUMN (F) = Pw " Aw = 394 LBS WHERE Pw = 14 PSF Aw = 28.13 FTA 2 BENDING ON COLUMN (Mmax) = F * H = 591 FT - LBS 7088 IN - LBS BENDING STRESS (fb) = Mmax / Sx = 12,003 PSI < 25,200 PSI OK WHERE Sx = 0.5905 INA 3 COMBINED STRESS CHECK = (fa / Fa) + (fb / Fb) = 0.50 < 1 OK USE: COOPER B -LINE "B22A" U -CHANNEL By: MEM Date:. 3/4/2009 _ Job No: Page of COLUMN FOUNDATION MAXIMUM WIND FORCE ON COLUMN fl: MEDIAN HEIGHT OF STRUCTURE (X) = NorthStar ENGINEERING. 394 LBS 3.375 FT MAXIMUM OVERTURNING MOMENT FROM WIND (Mmax) = 1329 FT - LB LATERAL SLIDING RESISTANCE = 130 PSF IS 1 / 2 INCH OF MOVEMENT AT THE GROUND SURFACE OKAY DUE TO SHORT TERM LATERAL LOADS ? (YES OR NO) ENTER (1.FOR YES) OR (( 1 YES LATERAL SLIDING RESISTANCE (S1) = 260 PSF (SEE NOTE 1 FOR INCREASE) EQUATION d = (A / 2) - (1 + (1 + (4.36 * h / A)^0.5) WHERE A = 2.34 - P./ (S1 - b) = 2.363 P = 394 LBS (APPLIED LATERAL FORCE) S1 = 390 PSF (ALLOWABLE LATERAL SOIL -BEARING PRESSURE PER UBC TABLE NO. 18-1-A BASED ON 1/3 THE EMBEDMENT DEPTH) b = 1 FEET (DIAMETER OF ROUND POST OR FOOTING OR DIAGONAL DIMENSION OF SQUARE POST OR FOOTING) h = 3.38 FEET (DISTANCE FROM GROUND SURFACE TO POINT OF APPLICATION OF P) d1 = 4.5 FEET (ASSUMED DEPTH OF EMBEDMENT IN EARTH BUT NOT OVER 12 FEET FOR PURPOSE OF COMPUTING LATERAL PRESSURE) d = 4.4 FEET MINIMUM EMBEDMENT REQUIRED (CONTINUE TO RUN THE PROGRAM UNTIL d IS WITHIN 0.1 FEET OF d1) NOTES: 1. IF 1 / 2 INCH OF.MOVEMENT IS OKAY AT THE GROUND SURFACE DUE TO SHORT TERM LATERAL LOADS, THEN S1 VALUE MAY BE DOUBLED. USE: 1 FT WIDE 4.5 FT DEEP PIER FOOTING 111 MISSION RANCH BLVD. SUITE 100 ,.. _. . CHICO, CA 95926 530-893-1600 FAX 530-893-2113 BY: ST / MM - NorthStar 111 MISSION RANCH BLVD DATE: 3/4/2009 CHICO, CA 95926 JOB No-c?,9 --a� . ENGINEERING 530-893-1600 PAGE OF FAX 530-893-2113 6.5.15, Design Wind Load on Others Structures F = qZ G Cf Af (6-27) qZ .00256 KZ Kt Ka V21 (6-15) Ht. z at the centroid of area Af = 6 ft Exp = C Exposure coefficient KZ = 0.85 6.5.6.6, T-6-3 for MWFR Topography factor Kr = 1.00 6.5.7.2 Directionality factor Ka = 0.85 Table 6-4 Wind Speed V = 85 mph Importance factor IW = 1,00 Table 6-1 qZ = 13.36 psf Gust Effect factor G = 0.85 6.5.8 Force coeff Cf = 1.2 Figure 6-21 through 6-23 Design wind pressure, F/Af = 13.63. psf 6 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 252 INDIAN CLIFFS DRIVE Owner: Permit NO: B07-1347 APN: 047-230-153 BENNETT, JAMES Issued Date: 06/20/2007 By KCG Permit type: MISCELLANEOUS 252 INDIAN CLIFFS DR Subtype: Private Pool CHICO, CA 95973 Expiration Date: 06/19/2008 Description: NEW POOL (MP07-0013) (530) 228-0733 Occupancy: Zoning: Contractor Applicant: Square Footage: CARE -FREE POOLS CARE -FREE POOLS Building Garage Remdl/Addn P O BOX 8689 P O BOX 8689 CHICO, CA 95927 CHICO, CA 95927 Other Porch/Patio Total (530)345-4639 (530)345-4639 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Swim Pool -Master Plan Co $496.42 Total Charged: $572.12 Fees Paid: $572.12 Balance Due: $0.00 Receipt No: B3590 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License CARE -FREE POOLS 380826 / C53 / 08/31/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in f orce and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X06/20/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). )NAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: LJ Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Cartier. STATE FUND Policy Number: 618-0000183 Exp. Date:07/01/2007 Contractors License Law.). (This section need not be completed if the permit is or one un red ollars ($100) or est s.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 06/20/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 06/20/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) the isry, including death, and property damage caused t is arising out of, a in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the ,?;War or am authorized to act on the property owners behalf. CONSTRUCTION LENDING AGENCY t( —6 e c / 06/20/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner B<ontractor OR. DAgent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://muniCipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1347 Date: 06/20/2007 Location: 252 INDIAN CLIFFS DRIVE Parcel Number: 047-230-153 Owner Name: BENNETT, JAMES Phone: (530) 228-0733 Description: NEW POOL (MP07-0013) Signature of Property Owner: 2/jiz Date: 06/20/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds psaTMENT National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1347 Location: 252 INDIAN CLIFFS DRIVE Parcel Number: 047-230-153 Owner Name: BENNETT, JAMES Description: NEW POOL (MP07-0013) Date: 06/20/2007 By: GLB Sub Type: Private Pool Phone: (530)228-0733 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: 2 2,0—p 21& i sem. &-WJWv4 FILE Date: 06/20/2007 ,., $UT TF o O cOU N 1y Butte County Department of Development Services/ Building Division 7 County Center Drive, Oroville CA 95965 ® (530) 538-7541 Telephone • (530) 538-2140 Fax www.buttecounty.net/dds www.buttegeneralplan.net Swimming Pool Requirements Based upon California Health and Safety Code Section 115920-115929, known as the Swimming Pool Safety Act When ever a building permit is issued for construction of a new swimming pool, or spa, or any building permit is issued for remodeling of an existing pool or spa, at a private, single-family home, it shall be equipped with at least one of the following seven drowning prevention safety features: 1. The pool shall be isolated from access to a home by an enclosure that contains all of the following characteristics: a. Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self -latching device placed no lower than 60 inches above the ground. b. A minimum height of 60 inches. c. A maximum vertical clearance from the ground to the bottom of the enclosure of 2 inches. d. Gaps or voids, if any, do not allow the passage of a sphere equal to or greater than 4 inches in diameter e. An outside surface free of protrusions, cavities, or other physical characteristics that would serve as handholds or footholds that could enable a child below the age of 5 years to climb over. 2. The pool shall incorporate removable mesh pool fencing that meets American Society for Testing and Materials (ASTM) Specification F2286 standards in conjunction with a gate that is self-closing and self -latching and can accommodate a key lockable device. 3. The. pool shall be equipped with an approved safety pool cover that meets all the requirements of the ASTM Specification F1346. 4. The residence shall be equipped with an exif alarm on those doors providing direct access to the pool. S. All doors providing direct access from the home to the swimming pool shall be equipped with a self -dosing, self - latching device with a release mechanism placed no lower than 54 inches above the floor. 6. Swimming pool alarms that, when placed in pools, will sound upon detection of accidental or unauthorized entrance into the water. These pool alarms shall meet and be independently certified to the ASTM Standard F2208 "Standard Specification for Pool Alarms" which includes surface motion, pressure, sonar, laser and infrared type alarms. For purposes of this article, "swimming pool alarms" shall not include swimming protection alarm devices for individual use, such as attached to a child that sounds when the child exceeds a certain distance or becomes submerged in water. 7. Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth above, and have been independently verified by an approved testing laboratory as meeting standards for those established by the ASTM or the American Society of Mechanical Engineers (ASME). Prior to issuance of any final approval for the completion of permitted construction or remodeling work, the local building code official shall inspect the drowning safety prevention devices required by this act and if no violations are found, shall give final approval Whenever a building permit is issued for the construction of a new swimming pool or spa, the pool or spa shall meet all of the following requirements: 1. The suction.outlet of the pool area or spa for which the permit is issued shall be equipped to provide circulation throughout the pool or spa as prescribed in paragraph 2. 2. The swimming pool or spa shall have at least 2 circulation drains per pump that shall be hydraulically balanced and symmetrically plumbed through one or more "T" fittings, and that are separated by a distance of at least 3 feet in and dimension between the drains. 3. Suction outlets that are less than 12 inches across shall be covered with anti -entrapment grates, as specified in the ASME/ANSI Standard A 112.19.8, that cannot be removed except with the use of tools. Slots or openings in the grates or similar protective devices shall be of a shape, area, and arrangement that would prevent physical entrapment and would not pose any suction hazard to bathers. 4. Any back-up safety system that an owner of a new swimming pool or spa may choose to install in addition to the requirements set forth in this article shall meet the standards as published in the document, "Guidelines for Entrapment Hazards: Making Pools and Spas Safer", Publication Number 363, March 2005, United States Consumer Product Safety Commission. Whenever a building permit is issued for the remodel or modification of a single family home with an existing swimming pool, toddler pool or spa, the permit shall require that the suction outlet of the existing swimming pool, toddler pool or spa be upgraded so as to be equipped with an anti -entrapment cover meeting current standards of the American Society for Testing, and Materials (ASTM) or the American Society of Mechanical Engineers (ASME). (Revised 3/07) o�VTICOUNTY �DEPARTMENT OF DEVE 0DEVELOPMENT SERVICES i BUILDING PERMIT APPLICATION o o AND SUBMITTAL REQUIREMENTS o r p 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 o=. =_ca: r o OFFICE #: (530) 538-7541 .A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: wwvv.buttecounty.net/dds "PLEASE PRINT CLEARLYYY OWNER INFORMATION Last Name First Name P �• T'% E Address �CAJDI D/L City (,N I co State CO- Zip Phone -99& 3 3 Fax E mail 1 �State License Number APPLICANT INFORMATION CONTRACTOR Name C. City Address p O �� City Fax State ca Zip q' I Phone _ Fax 3�DJ Q7rq- E-mail Date Approved: Lic. #� p Cllass 6-3ARCHITECTIENGINEER 1 �State License Number APPLICANT INFORMATION Name Address City State lip Phone 3 _ 4((o Fax E-mail APPLICANT SIGNATURE X 610 && I For office use Zoning Flood Zone City eN t c SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN # PROJECT LOCATION AP# 'f7 "r C'Z30 — I S-3 Property Address '04 - a2s:)L r No n -,V cc 1 045 City eN t c Cross Street WORKER'S COMPENSATION Policy Number l F-3 Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq FT- Living G age Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: ` 1�6 ` Bldg SRA Receipt #: . Sheriff SMIP r Date: Ffi- 7 < . 70Other 1 4 Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. 0 1. Site plans, 3 or 4 sets; signed by the preparer of.the plans. No graph paper! , ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes!. ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation. manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in. triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ R. Flood Elevation: Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. 17 10. Letter of intent for non-residential buildings. ❑ 11: Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES form. ❑ 5.. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7.' Worker's Compensation Carrier and Policy Number. ❑ 8: Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, orMCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please'contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the.person who paid the fee. The request must be'made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done.. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 Butte County Department of Development Services. ,0°Tre. aaea NOTES I •7 County Center Drive, Oroville, CA 95965 I 'z f(530) 538-7601 www.buttecounty netldds .eOuxty. ;" - RESIDENTIAL i APN: Permit o _t N. O C f_ 'I + 047-230-153 05-2515 Owner: BENNETT, JAMES & KRISTI 252 INDIAN CLIFFS DR., CHICO ' + Site Address::. -Cont: BELL CONST. i Contractor. NSF .Type of Permit M i C t+ UI -VICE COPY Address Z5Z INUIPtrLiSPRING-5 CN lC0 . GAS �- Meter By Datil— I ELECTRIC (Meter By �. �t11vlMONS 3'Z3 1 Date T6MP Cr-c� x 'S (0 6A 6 -i, SPECIAL CONDITIONS - CHECKED BY ❑ SRA F ►., ❑ FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED ❑ SPECIAL INSPECTION ITEMS -"❑ VERIFY ❑ USE PERMIT CONDITIONS ❑ SUB -STANDARD HOUSING LETTER t ; ❑ ENQ.20ACHMENT PERMIT ❑ REINSPECTION FEE PAID + " ❑ ENV HLTH CLEARANCE t ❑ '4 t Za 2 W DATE JOB FINALED: y SIGNATURE: _ .�Y INTER -DEPARTMENTAL MEMORANDUM. TO: BUILDING DIVISION, ORO IL FROM: b -' C`7 b ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: _7B,,,�2 SSEPTIC: 1✓ WELL: AP#:0 Vf)—Z3b — /5_:2,ADDRESS/LOCATION: /_6f 9 —Ty 7d- . Comments: GL/memos/releasehold BUTTE COUNTY JUN 2 0 2006 DEVELOPIMCNI SERVICES BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec., 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as1heir sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or -she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 31(of the Businessamend Professions Code Date: 1cITS Owner: ��`'{^ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: J I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' 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 forthwith comply with those provisions. Date: Applicant: , V \ ��Aftc_jL�l� WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. PERMIT NO. BP052515 Issued Date: 09/19/2005 APN: 047-230-153-000 Site Address:. 252 INDIAN CLIFFS DR. CHI Map Index: Description: NSF (3145), GAR (1485), COV (735) Owner: BENNETT JAMES S & KRISTI L 1020 ADLAR CT CHICO, CA 95926-9637 Applicant: BENNETT JAMES S & KRISTI L 1020 ADLAR CT CHICO, CA 95926-9637 Contractor: BELL CONSTRUCTION, ROBERT 0. 1380 PARKWAY DRIVE 95969 530-872-0610 License #: 407321 Architect: Engineer: Total Square Ft: 5365 S..F. Valuation: $251,825.00 Census Code: CONSTRUCTION LENDING AGENCY This permit is ereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolu do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 1 • V Name: BY: Date: PERMIT EXP R S ON: -76 Address: rnarP) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: 1�nr'� S� i �- 1?Xy\� Q Signature: 1T� of IXI V�y\�"ti-b� Date: 1 l) G1 I Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor R C. Ritildino Permit 0 1 -16-04 Do 1 V, L COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. DateZ4, : r Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 'i COUNTY OF BUTTE .. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES x 7 County Center Drive • Oroville, CA • (530) 538-7541 r CORRECTION NOTICE (/,-IV IVIZ/"11 k OWNER PERMIT NO. S A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any.questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. 1. V( .e✓ ivuSS 6,0),nc C'0 o' N) ti`s t'JAX i r. �T Date Inspector 1- Y Ali t REV 4/05 Phone # �, w FOR RE -INSPECTION CALL: 538-7636 OR 891-2834. r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances. exist at the above address and should be corrected. Please call for re -inspection when correction;;of Date )/ - / 7• 5� REV 4/05 Inspector Phone # >., 3 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 3060 Thorntree Drive #10 • Chico, CA 95973 (530) 894-8833 voice • (530) 894-8882 fax email: cj@r-c-e.com Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7541 RE: Bennett Residence 1020 Alder Ct. Chico, CA 95973 To Whom It May Concern, The original roof design for the above residence had (2) cupolas, each with CS 16 straps on all sides. The cupolas were removed from plan and therefore the associated strapping is no longer required. Our office also approves the use of Simpson DSC connectors in place of MST36's or MST27's on girder trusses at pop -out locations, i.e. in the Garage, Bathroom #2 and similar locations if required. The builder was referred to details 9 and 10 on Sheet S6 for shear transfer from the roof to interior shear walls. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Sincerely yours, Charles J. Roberts;"PE t Jan -20-00 07:23A wbda 9166852831 P.02 APA=WW407 Certificate of Con'formance Certificat® 052736 THIS IS TO CERTIFY that the glued laminated timber products identified with a.collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable -standards and associated specifications indicated below: ANSI Standard Al 90.1-1992, For Wood Products - Structural Glued. Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber. Of Softwood Species ' IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued_ laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the -Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and' evaluation of the in -plant OA program with adequate sampling to verify conformance to industry standards for lumber grade and. glueline bond quality. (cams 3e((Q� L_,47) =v.dl lc( v. Spc v 9 s ,eve Z4 FL/4 6vt�L Q 0,0 0 R,t 100 SEAL' by �` C* Thomas G. Williamson '•� f Executive Vice President ENGINEERED "COD SYSTEMS is a related corporation of API! — rmE ENGINEERED WORD ASSOCNTION 7011 South 191h Street - P.O. Box 11700 • Tacoma, WA 984 t 1-070O TnI90110ne., (253) 565-8600 • Fax Number: (?53) 565-7265 10/20/2006 FRI 9:47 FAX U002/003 INSULATION CERTIFICATE Job Number: 6904 Riberl O. Bell Construction Indian CWS Dr., Chico CA ContraetorlOwner Name Job Address (street, cit}, state) Botte Cum Subdivision Name Lot Number DESCRII?DON OF INSTALLATION 1. ROOF Material: Brand Name: Thickness (inches): Thermal Resistance (R -Valve): L CEILING Batt or Blanket Type: Fiberglass' Brand Name: Knauf Thickness (inches): 12 'thermal Resistance (11Value): 38 Loose FBI Type: Fiberglass . Brand Name: Knauf Minimum Installed Weigbift 569 lb . Minimum Thickness: 13 inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): 38 3. EXTERIOR WALL Frame Type: A. Cmity Insulation Material: FibergW9 Thickness (inches): 61/4 B. Exterior Foam Sheathing Material; Thickness (inches): 4. RAISED FLOOR Material: fiiberpJass Thickness ('mebes): - 61/4 S. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth Inches: 6. FOUNDATION WALL Material: Thickness (inches): Brand Name: Knauf Thermal Resistance (Ii -Value): 19 Brand Name: Thermal Resistance (R -Value): Brand Name: Knauf Thermal Resistance (R -Value): 19 Brand Name: Thermal Resistance (R -Value) - Brand Name: Thermal Resistance (It -Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Effid rcy SltwmW* for residential Wildiogs (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. 2,3 & 4 �5-100 Chico Insulation & Fireplaces Item Number's Signature and Date Instalbng Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner -'7.. ... .._ w .. .. .._ .. .. •\�..-moi.- a'n —..a w .. _. .._,. _ _ _. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE I4 4 ?4 -It �S"zSl S OWER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of wor is completed. If you have any questions pertaining to this matter, or need additional ex]lanation, please contact the Building Inspector as indicated below. / n AA �A A c Date 0 t' 0 f Inspector J , / REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Butte County Department of Development Services • e�TTe, N ®TES 7 County Center Drive, Oroville, CA 95965 aeco� (530) 538-7601 v~.buttecounty neydds RESIIDENTIAL j APN:. 043 -,)3p— 15 3 Permit No. 05—';z 1 Owner. �` Site Address: 'P J a VU Contractor. _(_�{,V 7vu t Type of Permit: CHECKED BY SRA FLOOD CERTIFICATE EQUIRED. FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: SIGNATURE: I BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BPO52515 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:'(530) 538-7541 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/19/2005 APN: 047-230-153-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: .252 INDIAN CLIFFS DR. CHI Map Index: Date: Contractor: Description: NSF (3145), GAR (1485), COV (735) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BENNETT JAMES S & KRISTI L permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 1020 ADLAR CT signed statement that he or she is licensed pursuant to the provisions of CHICO, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95926-9637 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: BENNETT JAMES S & KRISTI L Code: The Contractors' State License Law does not apply to an 1020 ADLAR CT owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, CHICO, CA provided that such improvements are not intended or offered for 95926-9637 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: BELL CONSTRUCTION, ROBERT 0. not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1380 PARKWAY DRIVE ❑ I am Exempt under Article 3 of the Business and Professions Code 95969 l DateI fi l� owner: L�1, 530-872-0610 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 407321 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 5365 S.F. Policy #: Valuation: $251,825.00 I certify that in the performance of the work for which this permit is Census Code' issued, I shall not employ any person in any manner so as to become subject to the workers' 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 forthwith comply with those provisions. Date: 1 [A Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of C/ compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions ui the ouiiu Co�nly C�c�c r•dr0" - 1. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.)q Resolu do work indicated above for which fees have been paid. .' -o5 By: Date: / Name: Address: PERMITEXP R SON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: L Signature: '' I O + Date: l t $r) Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor a B. C. Building Permit 01-16-04 pg 1 = OK 0 = Not OK ,MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements - 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator , 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test -Crossovers -Breakers -Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia NumbersSerial Numbers DATE ID E C K S`C OV E R S'C ARP O R T S *G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; SoilsSz-Dpth-Spacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Stu ds-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls °0 0\\� o° 0\\� DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFl 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bones-Enclsrs-pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide 4 41. 1 ° - ` si Pool Drawing = OK 0 = Not OK RESIDENTIAL (Single. & Duplex) DATE DERFLOOR DATE jPLtYM BING 1 Zoning -Setbacks -Easements -Flood -Slope tr Htr; Vent-Acc-Cmbstn Air Baffle - / 2 Ftg Main; Soils-Elec Gd Ftg Dpth tr Pipe; Test & Anchr-Nail Prtctn raw, 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth,V• s Fittings & Anchr Nail Prtctn Q 4 Ftg Porches/Decks; Soils-SteelFtg Dpth wr Pan; Test, First fir -Tub Acc -Z 5 Stemwalls Main; Steel -Blockouts-Wrapped N0747t Tub & Shwr, 2nd fir - Tub Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped s Pipe; Sz & Anchrs 38Yard 6a Hold Downs and Special Anchrs F!e Sprinkler; Test 7 Slab, Steel Wrapped _ Gas Piping 8 -Frplc FtgSteel Fall -Fitting -Test -2 -way C/0 -Sewer Test �FrGas Pipe; Sz Anchrs-Sz Test oa o`4 90 11 Wtr Pipe; Test-Anchrs-RgltrService Test DATE MEC A N I C A L 12 Elec Undrgrnd C Ducts Insulin & Support 13 Plonums & Ducts; Clrnc-MaterialSupport4nsultn rders-Sills-Anchr BoltsJ oists -Vnts -Cripples 6 n an, Exhaust abv insulin 7-4 Acc & Vntitn 63-Cbvensate Drain & Ovrflw, Sz & Grade 16. Insulation 6 rr ace -Vent Acc-Comb Air RtrnfVent 115 Outlet 654Rttic Acc & Pltfrm if Furnace in attic DATE JFRAWNG oper Materials & Anchrs DATE F I N A L teps-Door & SideLt Prtctn-Landings 1 Spacing & Braces -Plates -Sound FaStuds-Nailing g -Walls over Girders & fir Nailing Smoke Detector Draft top in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 2 re s, Furred Ceilings -Stairs -Chasers -Tubs Io.G�arage; abv-flr-Ducts-Meth Prtctn e s & Beams-Sz & Bearing Exiting aggeirs-Post Caps-Anchrs-Cnnctns & Bath Fxtrs & Tub Acc-Spa j 24'Ce�Joist-Rftr Ties -Purl in -Roof Brac-TrussShthg ' GFl Arc Fault .29'Fr es or Type AFlue-Frplc Throat Clmc cc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles EGFI Elec Trim ubpnl, Breaker Szs & Labels tairs ua Handrails drm Wndws or Exiting Doors -Sill Ht Dimensions or Stove, Clrnc-Hearth Outlets Wood Pnl, Int & Ext 28 �ge-Fire Prtctn Framing- annel at rp ne Firewall & Opngs n, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc, f.Elec moors -One 3' -Check Garage 3rd Story, 2 Exits Outlets & Rcptcls at Ktchn Countereta' , idth-Hdrm-Rise-Run-Landing-Fire Prtctn ge Fire Door; Swing -Landing -Closure I on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 uct in Garage -Damper 11 Sidi Nailing Veneer 4k Wtr Htr, Vnts-Clmc-Com Air Cnnctr FRV; abv flr Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3' drain lazi , ea -Glass Prtctn-SkyLts-Plastic 81 PJmb; Elec & Mech Eqp Listed for Loctn 36-ell—earWails; Nailing -Bolts lec Rcptcls in Garage (GFI) Romex Prtctn Wace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 G.4ard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 8.54 ndn Vnts & Crawl Hole Door Drn e & Wood -Earth 86 Cl c Drnge Planters 1 Yes ❑ No 9 EE' tucco Brown -Finish e� m`s 8 �mt Dscnnct, Elec-Plmb BA�.,p j abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs J Well, Dscnnct, Elec, Plmb lec Trim, GFI Rcptcl-Undrgrnd n to thru House DATE E L R I C A L FTrnsfrmr Clrnc Ins Prtctn 44-'E!!.tcls Spacing-Lts & Switches at Doors s & No Of Cndctrs Stapled � l Mg-millas Prtctn pex Installed Close to Edge of Studs & CJ 43'R?r ections from previous Inspctns 49,L5 rnd made up w/Mech Fstnrs Electrode Bond Gas & Wtr as Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvt pInc Gres in Ktchn & Cndctr Sz GFI F nergy Cmpinc Cert -Other Certs bfe d Wire Sz ga ❑CU or DAL ddress Posted ire Sz ga ❑ CU or ❑ AL Range Circ ga ❑ CU or ❑ AL q, r/ %9 Fire Sprinkl /1 Ove .Circ ya ❑ CU or ❑ AL C V `j V ✓ 1/1�• _ sul ted Neutral ❑ Yes ❑ No oa' 43,4 rvice-Riser Cndctrs & Grnd Main Dscnnct 50 qp Irncs pnls-Motors-Mech Eqp 5 thes Closet Lt-Shwr Lt -Spa Lt 5 Smoke Detector JUY a>'' m ISO, 0�s m +=OK 0 = Not OK MANUFACTURED HOMES [::::::DATE MISCELLANEOUS PERMANENT FOUNDATION Lj SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test -Crossovers -Breakers -Clrncs 10 Drain; MH Test-Fall=Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE ID E C K S'C O V E R S'C A R P O R T S'GARAGES 1 Zoning -Setbacks -Easements 2 Ftgs; SoilsSz-DpthSpacing-Cnnctrs-Steel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams-Rftrs-CnnctrsShthg Frmg-Brcng 5 Alum Awn; Columns -CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-AnchrsStuds-Rftrs-Trusses 9 Siding; Nailing -VeneerStucco-Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel -Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxes -Enclsrs-pnIboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide O'�0 0`41 Gae 0��c oa �� e' 0� Pool Drawing : s . v=OK 0 = Not OK RESIDENTIAL (Single. & Duplex)' DATE JUNDERFLOOR I DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood-Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth ` 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Cirnc-MaterialSupport-Insultn 14 Girders-Sills-Anchr BoltsJoists -Vnts -Cripples 15 Acc & Vntltn 16 Insulation DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties -Purl in -Roof Brac-TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clrnc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrfir Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnis 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws ELECTRICAL 40 Fxtr & Trnsfrmr Clrnc-Ins Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑CU or DAL AC Wire Sz oa ❑ CU or ❑ AL 48 Range Circ ga [:ICU or ❑ AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First fir -Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping 4a11 S 0`pa�o 0`s UAMt IMECHANICAL 61 AC Ducts Insulin & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr In Garage; abv-fir-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clrnc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑Yes ❑No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler m V9 04'_ 4 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2005-0056423 Recorded I REC FEE 88,00 Official Records I County of I CONFORNO COPY 2.00 Butte I CNVDAM J. BRUBBS I County Clerk-Recorderl I I CP 09:KM 19 -Sep -M I Page 1 of 8 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: jc_e 0-1-i"ueped Date 9 -/6 -OS PROPERTY O State of California County of -&'t� On � vl _1(._0S before personally appeared ZJQ2 � ,N, Sfpjyyyj j&y- ZCy/,,�-f7 (_- PtW1' fY_1,/ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), athat by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(�el ted, execute a instrument. WITNESSandnciioAwlig seal. 'DEE PALMER-61,1111 Signature Seal: �• "" � CO'NM X 1358088 cc NOTARY PUBLIC -CALIFORNIA `t� / ' �.3 0 5, 7 COUNTY OF BUTTE w A.P. 4 Comm. Expires June 22, 2006 LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, State of California, described as follows: PARCEL I: ALL THAT CERTAIN REAL PROPERTY BEING SITUATE IN.A PORTION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE I EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEING A PORTION OF THAT CERTAIN REAL PROPERTY AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 9, 1976, IN BOOK 55 OF MAPS, AT PAGE(S) 70, 71, 72 AND 73, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE BASIS OF BEARINGS FOR THE FOLLOWING DESCRIPTION IS THE LINE FROM THE WEST ONE-QUARTER CORNER OF SAID SECTION 26 TO THE NORTHWEST CORNER OF SAID SECTION 26 AS SHOWN ON SAID MAP. THE BEARING OF SAID LINE BEING NORTH 00 DEG.05'41" WEST PER SAID MAP. COMMENCING AT THE MOST SOUTHEASTERLY CORNER OF PARCEL 12 AS SHOWN ON SAID MAP.; THENCE NORTH 89 DEG.44'48" WEST, 2059.66 FEET ALONG THE SOUTHERLY LINE OF PARCELS 12, 13 AND 14 AS SHOWN ON SAID MAP TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE NORTH 89 DEG.44'48" WEST, 300.00 FEET ALONG THE SOUTHERLY LINE OF SAID PARCEL 14; THENCE NORTH 00 DEG.00'00" EAST, 619.61 FEET TO A POINT IN THE CENTERLINE OF THE HEREIN BELOW DESCRIBED 60.00 FOOT WIDE EASEMENT; THENCE NORTH 22 DEG.03'16" EAST, 3722.35 FEET TO A POINT IN THE NORTHERLY LINE OF PARCEL 8 AS SHOWN ON SAID MAP. SAID POINT BEARS NORTH 89 DEG.12'14" EAST, 199.81 FEET ALONG SAID NORTHERLY LINE FROM AN ANGLE POINT IN SAID LINE AS SHOWN ON SAID MAP; THENCE NORTH 89 DEG. 12'14" EAST, 760.08 FEET ALONG SAID NORTHERLY LINE; THENCE SOUTH 30 DEG.19'38" WEST, 3679.07 FEET TO THE CENTERLINE OF SAID 60.00 FOOT EASEMENT; THENCE SOUTH 00 DEG.00'00" WEST, 905.87 FEET TO THE POINT OF BEGINNING. PARCEL II: ALL THAT CERTAIN REAL PROPERTY BEING SITUATE IN A PORTION OF SECTIONS 23 AND 26, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEING AN EASEMENT 60.00 FEET IN WIDTH FOR INGRESS, EGRESS AND PUBLIC UTILITIES OVER A PORTION OF THAT CERTAIN REAL PROPERTY AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 9, 1976, IN BOOK 55 OF MAPS, AT PAGE(S) 70, 71, 72 AND 73, AND LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE EXCEPT AS NOTED: THE BASIS OF BEARINGS FOR THE FOLLOWING DESCRIPTION IS THE LINE FROM THE WEST ONE-QUARTER CORNER OF SAID SECTION 26 TO THE NORTHWEST CORNER OF SAID SECTION 26 AS SHOWN ON SAID MAP. THE BEARING OF SAID LINE BEING NORTH 00 DEG.05'41" WEST PER SAID MAP. BEGINNING AT THE CENTERLINE -CENTERLINE INTERSECTION OF RICHARDSON SPRINGS ROAD AND PANORAMA DRIVE AS SHOWN ON SAID MAP; THENCE, ALONG THE CENTERLINE OF SAID PANORAMA DRIVE, NORTH 32 DEG.21'44" WEST, 319.67 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE, LEAVING THE CENTERLINE OF PANORAMA DRIVE, NORTHERLY, 223.77 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 42 DEG.44'16'; THENCE NORTH 10 DEG.22'32" EAST, 489.36 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE NORTHERLY, 21.10 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04 DEG.01'45"; THENCE NORTH 06 DEG.20'47" EAST, 46.62 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING.A RADIUS OF 300.00 FEET; THENCE NORTHERLY, 121.86 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23' DEG.16'22"; THENCE NORTH 16 DEG.55'35" WEST, 136.53 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE NORTHERLY, 63.41 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18 DEG.10'01"; THENCE NORTH 01 DEG.14'26" EAST, 24.46 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE NORTHERLY, 68.77 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 19 DEG.42'01"; THENCE NORTH 20 DEG.56'27" EAST, 116.56 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE NORTHEASTERLY, 124.32 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 35 DEG.36'56"; THENCE NORTH 56 DEG.33'23" EAST, 285.99 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 200 FEET; THENCE NORTHEASTERLY, 80.98 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23 DEG.12'00"; THENCE NORTH 33 DEG.21'23" EAST, 77.41 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE EASTERLY, 118.85 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 68 DEG.05'39"; THENCE SOUTH 78 DEG.32'59" EAST, 140.25 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 100.00 FEET AND THE BEGINNING OF A CHANGE IN WIDTH TO 30.00 FEET ON THE NORTHERLY AND WESTERLY SIDE OF SAID LINE AND 65.00 FEET ON THE SOUTHERLY AND EASTERLY SIDE OF SAID LINE; THENCE EASTERLY, 138.32 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 79 DEG. 15'06" TO THE BEGINNING OF A CHANGE IN WIDTH TO 30.00 FEET ON EACH SIDE OF SAID CENTERLINE; THENCE NORTH 22 DEG.11'56" EAST, 71.26 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE NORTHEASTERLY, 65.64 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18 DEG.48'15"; THENCE NORTH 41 DEG.00'11" EAST, 199.44 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE NORTHEASTERLY, 22.58 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12 DEG.56'26"; THENCE NORTH 53 DEG.56'36" EAST, 52.61 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 75.00 FEET; THENCE NORTHERLY, 54.80 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41 DEG.51'39"; THENCE NORTH 12 DEG.04'57" EAST, 88.76 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE NORTHERLY, 55.63 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 31 DEG.52'26"; THENCE NORTH 43 DEG.57'24" EAST, 611.57 FEET TO THE BEGINNING OF A_ CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE NORTHEASTERLY, 21.61 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 06 DEG.11'28"; THENCE NORTH 37 DEG.45'56" EAST, 353.87 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE NORTHEASTERLY, 26.93 FEET ALONG SAID .CURVE THROUGH A CENTRAL ANGLE OF 07 DEG.42'51'; THENCE NORTH 30 DEG.03'05" EAST, 85.51 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 125.00 FEET, SAID POINT BEING HEREINAFTER REFERRED TO AS POINT "A"; THENCE EASTERLY, 168.42 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 77 DEG.11'46'; THENCE SOUTH 72 DEG.45'10" EAST, 95.64 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE EASTERLY, 49.34 FEET ALONG SAID CURVE THROUGHA CENTRAL ANGLE OF 14 DEG.08'04'; THENCE SOUTH 86 DEG.53'14" EAST, 61.03 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE EASTERLY, 66.26 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18 DEG.58'55"; THENCE SOUTH 67 DEG.54'19" EAST, 196.92 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE EASTERLY, 104.60 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 29 DEG.58'02"; THENCE NORTH 82 DEG.07'40" EAST, 117.16 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE EASTERLY, 79.96. FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22 DEG.54'27"; THENCE SOUTH 74 DEG.57'53" EAST, 236.16 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE EASTERLY, 25.78 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07 DEG.23'13"; THENCE SOUTH 82 DEG.21'06" EAST, 120.17 FEET TO THE CENTER OF A CUL-DE-SAC HAVING A RADIUS OF 50.00 FEET AND THE TERMINATION OF THE HEREIN DESCRIBED CENTERLINE. THE SIDELINES OF THE HEREINABOVE DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 60.00 FOOT WIDE STRIP FROM THE CENTERLINE OF RICHARDSON SPRINGS ROAD TO THE 50.00 FOOT RADIUS CUL-DE-SAC. EXCEPTING THEREFROM ALL MINERALS, OILS, GAS AND OTHER HYDROCARBON SUBSTANCES LYING WIl"HIN OR UNDER THE ABOVE DESCRIBED PARCELS, BY DEED EXECUTED BY DAVID MANTHEI AND RUTH M. MANTHEI TO DAVID MANTHEI AND RUTH M. MANTHEI, AS CO - TRUSTEES OF THE MANTHEI FAMILY TRUST DATED MAY 10, 1994, RECORDED JULY 6, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 9428233. PARCEL III: BEING AN EASEMENT 60.00 FEET IN WIDTH FOR INGRESS, EGRESS, AND PUBLIC UTILITIES, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M.; THENCE NORTH 0 DEG. 05'41" WEST, 57.63 FEET TO THE CENTERLINE OF RICHARDSON SPRINGS ROAD AND THE TRUE POINT OF BEGINNING; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 150.00 FEET, AND A CENTRAL ANGLE OF 19 DEG. 43'47"; THENCE ALONG SAID CURVE 51.63 FEET; THENCE NORTH 41 DEG. 36'07n EAST, 1409.58 FEET TO A POINT OF A CURVE TO THE RIGHT WITH A RADIUS OF 600.00 FEET AND A CENTRAL ANGLE OF 16 DEG. 02' 09"; THENCE ALONG SAID CURVE 167.93 FEET; THENCE NORTH 57 DEG, 38' 16" EAST, 375.81 FEET; THENCE CONTINUING NORTH 57 DEG. 38' 16" EAST, 895.00 FEET; THENCE CONTINUING NORTH 57 DEG. 38' 16" EAST, 710.00 FEET TO A POINT OF CURVE TO THE LEFT WITH A RADIUS OF 600.00 FEET, AND A CENTRAL ANGLE OF 10 DEG. 34'47"; THENCE ALONG SAID CURVE 110.79 FEET; THENCE NORTH 47 DEG. 03'29" EAST, 303.90 FEET TO A POINT ON THE NORTH LINE OF SECTION 26 AND THE END OF SAID LINE. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL VIII -A, DESCRIBED HEREIN. PARCEL IV: EASEMENTS FOR FOOT AND HORSE RIDING TRAILS OVER THE FOLLOWING SIX EASEMENTS: EASEMENT ONE: AN EASEMENT FOR FOOT AND HORSE RIDING TRAILS 60.00 FEET IN WIDTH OVER A PORTION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE NORTHEASTERLY CORNER OF LOT 15 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32. SAID POINT OF BEGINNING BEING LOCATED IN THE CENTERLINE OF INDIAN CLIFFS DRIVE AT THE INTERSECTION OF A 60.00 FOOT WIDE INGRESS, EGRESS AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP; THENCE SOUTH 40 DEG. 23'23" EAST, 271.44 FEET ALONG THE NORTHEASTERLY LINE OF SAID LOT TO THE TERMINATION OF THE HEREIN DESCRIBED EASEMENT CENTERLINE. EASEMENT TWO: AN EASEMENT FOR FOOT AND HORSE RIDING TRAILS 30.00 FEET IN WIDTH OVER A PORTION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHEASTERLY CORNER OF LOT 15 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30,31 AND 32. SAID POINT OF COMMENCEMENT BEING LOCATED IN THE CENTERLINE OF INDIAN CLIFFS DRIVE AT THE INTERSECTION OF A 60.00 FOOT WIDE INGRESS, EGRESS AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP. THENCE SOUTH 40 DEG. 23' 23" EAST, 271.44 FEET ALONG THE NORTHEASTERLY LINE OF LOT TO. THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT CENTERLINE; THENCE NORTH 55 DEG. 05' 38' EAST, 156.19 FEET; THENCE NORTH 11 DEG. 29' 20" EAST, 83.58 FEET; THENCE NORTH 58 DEG. 45' 20" EAST, 124.10 FEET; THENCE NORTH 46 DEG. 37' 51" EAST, 142.18 FEET; THENCE NORTH 25 DEG. 28'41n EAST, 176.31 FEET; THENCE NORTH 50 DEG. 16' 09" EAST, 140.11 FEET; THENCE NORTH 63 DEG. 20'30" EAST, 217.10 FEET; THENCE NORTH 52 DEG. 02' 13" EAST, 79.19 FEET; THENCE NORTH 86 DEG. 49' 10" EAST, 105.33 FEET; THENCE SOUTH 89 DEG. 44'48" EAST, 73.52 FEET; THENCE NORTH 75 DEG. 35' 48" EAST, 67.19 FEET TO A POINT LOCATED 15.00 FEET NORTHERLY, MEASURED AT RIGHT ANGLES OF THE SOUTHERLY LINE OF LOT 7 AS SHOWN ON SAID MAP; THENCE SOUTH 89 DEG. 44' 48" EAST, 2061.29 FEET PARALLEL WITH THE SOUTHERLY LINE OF LOTS 7 THRU 13 AS SHOWN ON SAID MAP TO A POINT IN THE EASTERLY LINE OF LOT 10 AS SAID LOT IS SHOWN ON SAID MAP AND THE END OF THE HEREIN DESCRIBED EASEMENT CENTERLINE. THE SIDELINES OF THE HEREIN DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 60 FOOT WIDE STRIP TO THE 30 FOOT WIDE STRIP AND A CONTINUOUS 30 FOOT WIDE STRIP FROM THE 60 FOOT WIDE STRIP TO THE EASTERLY LINE OF LOT 10 AS SHOWN ON SAID MAP. EASEMENT THREE: AN EASEMENT FOR FOOT AND HORSE RIDING TRAILS 30.00 FEET IN WIDTH OVER A PORTION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHEASTERLY CORNER OF LOT 9 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32; THENCE NORTH 89 DEG. 44' 48" WEST, 75.00 FEET ALONG THE SOUTHERLY LINE OF SAID LOT TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT CENTERLINE; THENCE LEAVING SAID LINE, NORTH 00 DEG. 00' 00" EAST, 250.00 FEET; THENCE NORTH 39 DEG. 54' 33" EAST, 140.28 FEET TO.A POINT LOCATED 15.00 FEET EASTERLY MEASURED AT RIGHT ANGLES OF THE WESTERLY LINE OF LOT 13 AS SHOWN ON SAID MAP; THENCE NORTH 00 DEG. 00'00" EAST, 419.20 FEET PARALLEL TO THE WESTERLY LINE OF SAID LOT 13; THENCE NORTH 32 DEG. 51' 03" EAST, 2005.51 FEET PARALLEL TO THE WESTERLY LINE OF SAID LOT 13 TO A POINT LOCATED IN THE CENTERLINE OF A 40.00 FOOT WIDE INGRESS AND EGRESS EASEMENT AS SHOWN ON SAID MAP AND THE TERMINATION OF THE HEREIN DESCRIBED EASEMENT CENTERLINE. THE SIDELINES OF THE HEREIN ABOVE DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 30.00 FOOT WIDE STRIP FROM THE SOUTHERLY LINE OF SAID LOT 9 TO THE CENTERLINE OF SAID 40.00 FOOT WIDE INGRESS AND EGRESS EASEMENT. 9-Mlll3►r1iioll � AN EASEMENT FOR FOOT AND HORSE RIDING TRAILS 30.00 FEET IN WIDTH OVER A PORTION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWESTERLY CORNER OF LOT 6 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32; THENCE NORTH 00 DEG. 00'00" EAST, 275.12 FEET ALONG THE WESTERLY LINE OF SAID LOT 6 TO A POINT IN THE CENTERLINE OF A 60.00 FOOT WIDE INGRESS, EGRESS AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP. SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT CENTERLINE; THENCE NORTH 45 DEG. 00' 00" WEST, 384.84 FEET TO A POINT LOCATED 15.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES TO THE WESTERLY LINE OF LOT 14 AS SHOWN ON SAID MAP; THENCE NORTH 00 DEG. 25' 11" WEST, 1508.48 FEET PARALLEL WITH THE WESTERLY LINE OF SAID LOT 14 TO A POINT IN THE NORTHERLY LINE OF LOT 5 AS SHOWN ON SAID MAP AND THE TERMINATION POINT OF THE HEREIN DESCRIBED EASEMENT CENTERLINE. `THE SIDELINES OF THE HEREIN DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 30.00 FOOT WIDE STRIP FROM THE EASTERLY LINE OF SAID LOT 14 TO THE NORTHERLY LINE OF SAID LOT 5. AN EASEMENT FOR FOOT AND HORSE RIDING TRAILS 40.00 FEET IN WIDTH OVER A PORTION OF SECTIONS 23 AND 24, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., AND LYING 20.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT POINT "A" AS SAID POINT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32. SAID POINT BEING LOCATED IN THE CENTERLINE OF A 60.00 FOOT WIDE INGRESS, EGRESS AND PUBLIC UTILITY EASEMENT CROSSING LOT 7 AS SHOWN ON SAID MAP; THENCE NORTH 40 DEG. 41'59" EAST, 261.77 FEET; THENCE NORTH 48 DEG. 33' 52" EAST, 745.52 FEET; THENCE NORTH 68 DEG. 08' 25" EAST, 664.51 FEET; THENCE NORTH 52 DEG. 52'20- EAST, 426.78 FEET; THENCE NORTH 26 DEG. 03' 25" EAST, 411.06 FEET; THENCE NORTH 67 DEG. 15'46" EAST, 638.77 FEET, THENCE NORTH 73 DEG. 36'01" EAST, 440.61 FEET; THENCE NORTH 43 DEG. 06'43" EAST, 330.60 FEET; THENCE NORTH 47 DEG. 58'39" EAST, 175.97 FEET; THENCE NORTH 35 DEG. 59' 14" EAST, 371.12 FEET TO THE EASTERLY LINE OF LOT 12, AS SHOWN ON SAID MAP AND THE TERMINATION POINT OF THE HEREIN DESCRIBED CENTERLINE. SAID EASEMENT BEING IN THE SAME LOCATION AS THE 40.00 FOOT WIDE INGRESS AND EGRESS EASEMENT AS SHOWN ON SAID MAP. THE SIDELINES OF THE HEREIN ABOVE DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 40.00 FOOT WIDE STRIP FROM THE CENTERLINE OF THE HEREIN ABOVE DESCRIBED 60.00 FOOT WIDE EASEMENT TO THE EASTERLY LINE OF SAID LOT 12. EASEMENT SIX: AN EASEMENT FOR FOOT AND HORSE RIDING TRAILS 30.00 FEET IN WIDTH OVER A PORTION OF SECTIONS 23 AND 24, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., AND LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWESTERLY CORNER OF LOT 5 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32; THENCE SOUTH 00 DEG. 32' 17" WEST, 22.85 FEET ALONG THE WESTERLY LINE OF SAID LOT 5 TO A POINT LOCATED 15.00 FEET SOUTHEASTERLY OF, MEASURED AT RIGHT ANGLES TO THE SOUTHWESTERLY PROJECTION OF THE NORTHWESTERLY. LINE OF SAID LOT S. SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED CENTERLINE; THENCE NORTH 41 DEG. 33' 47" EAST, 3879.91 FEET PARALLEL WITH THE NORTHWESTERLY LINE OF LOT 5, LOT 14 AND LOT 6 AS SHOWN ON SAID MAP TO A POINT LOCATED 15.00 FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES TO THE NORTHERLY LINE OF SAID LOT 6; THENCE NORTH 89 DEG. 12' 14" EAST 1090.34 FEET PARALLEL TO THE NORTHERLY LINE OF LOT 6, LOT 7 AND LOT 8 AS SHOWN ON SAID MAP TO A POINT LOCATED 15.00 FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES TO THE- NORTHERLY LINE OF SAID LOT 8; THENCE NORTH 88 DEG. 53'59" EAST, 1287.15 FEET PARALLEL WITH THE NORTHERLY LINE OF LOT 8, LOT 9 AND LOT 13 AS SHOWN ON SAID MAP TO A POINT LYING 15.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES TO THE EASTERLY LINE OF SAID LOT 13; THENCE SOUTH 01 DEG. 23'54- EAST, 1349.41 FEET PARALLEL WITH THE EASTERLY LINE OF LOT 13 AND LOT 12 AS SHOWN ON SAID MAP TO A POINT LOCATED 15.00 FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES TO THE WESTERLY PROJECTION OF THE NORTHERLY LINE OF SAID LOT 12; THENCE NORTH 88 DEG. 13' 11" EAST, 1313.64 FEET PARALLEL TO THE NORTHERLY LINE OF LOT 12 AND LOT 11 AS SHOWN ON SAID MAP TO A POINT LOCATED 15.00 FEET WESTERLY, MEASURED AT RIGHT ANGLES TO THE EASTERLY LINE OF SAID LOT 11; THENCE SOUTH 01 DEG. 56'17" EAST, 1319.50 FEET PARALLEL WITH THE EASTERLY LINE OF LOT 11 AND LOT 10 AS SHOWN ON SAID MAP TO THE SOUTHERLY LINE OF SAID LOT 10 AND THE TERMINATION OF THE HEREIN DESCRIBED EASEMENT CENTERLINE. THE SIDELINES OF THE HEREIN DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 30.00 FOOT WIDE STRIP FROM THE WESTERLY LINE OF SAID LOT 5 TO THE SOUTHERLY LINE OF SAID LOT 10. PARCEL V: SERVICE VEHICLE ACCESS FOR SEPTIC CONSTRUCTION OVER THE FOLLOWING TWO EASEMENTS: EASEMENT ONE: AN EASEMENT FOR INGRESS AND EGRESS' OF SERVICE AND CONSTRUCTION VEHICLES 60.00 FEET IN WIDTH OVER A PORTION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE NORTHEASTERLY CORNER OF LOT 15 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY. OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32. SAID POINT OF BEGINNING BEING LOCATED IN THE CENTERLINE OF INDIAN CLIFFS DRIVE AT THE INTERSECTION OF A 60.00 FOOT WIDE INGRESS, EGRESS AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP; THENCE SOUTH 40 DEG. 23'23" EAST, 271.44 FEET ALONG THE NORTHEASTERLY LINE OF SAID LOT TO THE TERMINATION OF THE HEREIN DESCRIBED EASEMENT CENTERLINE. EASEMENT TWO: AN EASEMENT FOR INGRESS AND EGRESS OF SERVICE AND CONSTRUCTION VEHICLES 30.00 FEET IN WIDTH OVER A PORTION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHEASTERLY CORNER OF LOT 15 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32. SAID POINT OF COMMENCEMENT BEING LOCATED IN THE CENTERLINE OF INDIAN CLIFFS DRIVE AT THE INTERSECTION OF A 60.00 FOOT WIDE INGRESS, EGRESS AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP; THENCE SOUTH 40 DEG. 2-3'2-3" EAST, 271.44 FEET ALONG THE NORTHEASTERLY LINE OF SAID LOT TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT CENTERLINE; THENCE NORTH 55 DEG. 05' 38" EAST, 156.19 FEET; THENCE NORTH 11 DEG. 29'20- EAST, 83.58 FEET; THENCE NORTH 58 DEG. 45' 20" EAST, 124.10 FEET; THENCE NORTH 46 DEG. 37' 51" EAST, 142.18 FEET; THENCE NORTH 25 DEG. 28'.41" EAST, 176.31 FEET; THENCE NORTH 50 DEG. 16' 09" EAST, 140.11 FEET; THENCE NORTH 63 DEG. 20' 30" EAST, 217.10 FEET; THENCE NORTH 52 DEG. 02' 13" EAST, 79.19 FEET; THENCE NORTH 86 DEG. 49' 10" EAST, 105.33 FEET; THENCE SOUTH 89 DEG. 4448" EAST, 73.52 FEET; THENCE NORTH 75 DEG. 35'48- EAST, 67.19 FEET TO A POINT LOCATED 15.00 FEET NORTHERLY, MEASURED AT RIGHT ANGLES OF THE SOUTHERLY LINE OF LOT 7 AS SHOWN ON SAID MAP; THENCE SOUTH 89 DEG. 44'48" EAST, 2061.29 FEET PARALLEL WITH THE SOUTHERLY LINE OF LOTS 7 THRU 13, AS SHOWN ON SAID MAP TO A POINT IN THE EASTERLY LINE OF LOT 10 AS SAID LOT IS SHOWN ON SAID MAP AND THE END OF THE. HEREIN DESCRIBED EASEMENT CENTERLINE. THE SIDELINES OF THE HEREIN DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 60 FOOT WIDE STRIP TO THE 30 FOOT WIDE STRIP AND A CONTINUOUS 30 FOOT WIDE STRIP FROM THE 60 FOOT WIDE STRIP TO THE EASTERLY LINE OF LOT 10 AS SHOWN ON SAID MAP. APN: 047-230-153-000 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #. (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052515 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/19/2005 APN: 047-230-153-000 the Business and Professions Code, and my license is in full force and effect. License Class License Number: : Site Address:. 252 INDIAN CLIFFS DR. CHI Map Index: Date: Contractor: Description: NSF (3145), GAR (1485), COV (735) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BENNETT JAMES S &KRISTI L permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 1020 ADLAR CT signed statement that he or she is licensed pursuant to the provisions of CHICO, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95926-9637 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: BENNETT JAMES S & KRISTI L Code: The Contractors' State License Law does not apply to an 1020 ADLAR CT owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, CHICO, CA provided that such improvements are not intended or offered for 95926-9637 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: BELL CONSTRUCTION, ROBERT O. not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 1380 PARKWAY DRIVE �"`�,� 5969 DatOwner: � 530-8730-87 2-0610 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 407321 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 5365 S..F. Policy #: Valuation: $251,825.00 I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' 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 forthwith comply with those provisions. Date: 1 I Ilrr , Applicant: V a WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of [L i -5�/ compensation, damages as provided for in Section 3706 of the Labor P code, interest, and attorney's fees. , (i ( � 7� CONSTRUCTION LENDING AGENCY This permit is ereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolu do work indicated above for which fees have been paid. .' . 65 Name: By: Date: (RA Address: PERMIT EXPON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. r� 51 L Print Name: 1� i �iX (yyii,'t Signature: I( IXI.V�y\�TtFb� Dater Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 PL -`w BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER t Name t.�1J�1 Fir Name ANlress -- A d.1 a Ci- i city City Uv", •` 0 State Zip Phone Fax E-mail �Yac�eu CONTRACTOR Name /P-6 Address / City ipiv(uc-o St !A kZipQ� r Phone Fax E mail Lic. 072/ Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X Lke-\ - For office use only: Zoning Property Address Flood Zone Cross Street SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. 2 LOCATION Property Address City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: 73 S_ Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Am CSS )LSo3 Receipt #: LKP W� Sheriff SMIP I I Date: I ns' `' Other Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor. Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER PROPROSED BUILDING USE 1. BUILDING PERMIT FEES � I --- Balance Balance Due ..................... $ --- FEMA Flood elevation review ... $ -- dditional plan checking Fee.... $ CHOOL DISTRICT FEES �t7 C d (paid at School District Office) (form available after Plan Check) 3.HERIFF FEES (paid at Building Division) ommercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. CREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) A.P. # DATE RECEIPT # DATE REC. _ "� 7. WATER TENDER FEES BATTALION # $200.00 (paid at Buildin Division Zt_ 8. SMIP 9. DRAINAGE FEE 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DA Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FF,ATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) `t� CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) (� y`] �?jQ~ �5� Building Permit Number Property Owner (s) benntii Project Location /Address Subdivision Name. New Development Alteration/Addition(s) Mobile home Assessable Sq. Ftge -31,A Type of Residential Development (check one) Demo Permit (date issued Comments: Single Family -Detached Non -Residential to Residential Mobile home replacement Single Family -Attached Multi -Family Dwelling verified by Assessor Department erified by Building Department ❑ FRRPD CARD ❑ PRPD 0 DRPD certifies that: 5 y�{ V1 - Applicant Name Phone Number Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: g Dwellin Units @$ ��O 66 e O t� @ per unit for a total of $ , Square Feet @ $ per sq -foot for a total of $ Remarks: Paid by Check No: Recreation and Paid by Cash: Receipt No: 09/16/05 #4481 1:z KAFORMSMILDING FOR,tiMS\park-rec standard form rev Ldoc LL_ 4 Date $1680.00 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Chi (o i Im fid SN01 District Building Department No. A.P. Number -9w- 15� Jurisdiction: City r�lCounty Property Owner gennP�� Property Location/Address Subdivision Ift Lot No. ........................................................................................ Residential Development Q Q Q Sq. Footage Nc of Living Mobile Home Addition/ *Supplemental to (Group. R) Units Installation Conversion Permit # •(No foundation inspection) :........................................................................................ Commercial/Industrial Q 0 New Addition Buildinj Department Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) 9--105 Date District Identification No. V q School District certifies that tf (Applicant) r) C1 f'G n (Street Address) (Phone Number) (City) (State) has complied with the requirements of Resolution No. 96 ;L representing -3 14 5�_ square feet. School District Paid by Check # (,;)- �)_ Remarks: t (Zip Code) by payment of $ �13 2926 $ ULL MITIGATION $ Date Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fess In any court action. N, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully n*kp to its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xis (3/05)dhim AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 19 -Sep -2005 2065-0056423 Has not been compared with original BUTTE COUNTY COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: See a1�a CJLied Date l r/ 6- I)s State of California County of 'f )r 't � ; On , � J1(07D5 before in personally appearediJQ4222eJ �'�S f,±M J& � L• personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), a"dithat by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) ct0d, execute a instrument. WITNESS h/abd dn&oseal. AAAAAAAA- Signature � Seal: � '°"" DEE PALMER � COMM 1358088 NOTARY PUBUC•CAUFORNIA /�y Q COUNTY OF BUTTE W A. P. 0 `t / o ' i Comm. Expires June 22, 2006 LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, State of California, described as follows: PARCEL I: ALL THAT CERTAIN REAL PROPERTY BEING SITUATE IN.A PORTION OF SECTION 23, TOWNSHIP .23 NORTH, RANGE 1 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEING A PORTION OF THAT CERTAIN REAL PROPERTY AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 9, 1976, IN BOOK 55 OF MAPS, AT PAGE(S) 70, 71, 72 AND 73, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE BASIS OF BEARINGS FOR THE FOLLOWING DESCRIPTION IS THE LINE FROM THE WEST ONE-QUARTER CORNER OF SAID SECTION 26 TO THE NORTHWEST CORNER OF SAID SECTION 26 AS SHOWN ON SAID MAP. THE BEARING OF SAID LINE BEING NORTH 00 DEG.05'41" WEST PER SAID MAP. COMMENCING AT THE MOST SOUTHEASTERLY CORNER OF PARCEL 12 AS SHOWN ON SAID MAP; THENCE NORTH 89 DEG.44'48" WEST, 2059.66 FEET ALONG THE SOUTHERLY LINE OF PARCELS 12, 13 AND 14 AS SHOWN ON SAID MAP TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE NORTH 89 DEG.44'48" WEST, 300.00 FEET ALONG THE SOUTHERLY LINE OF SAID PARCEL 14; THENCE NORTH 00 DEG.00'00" EAST, 619.61 FEET TO A POINT IN THE CENTERLINE OF THE HEREIN BELOW DESCRIBED 60.00 FOOT WIDE EASEMENT; THENCE NORTH 22 DEG.03'16" EAST, 3722.35 FEET TO A POINT IN THE NORTHERLY LINE OF PARCEL 8 AS SHOWN ON SAID MAP. SAID POINT BEARS NORTH 89 DEG. 12-14- EAST, 199.81 FEET ALONG SAID NORTHERLY LINE FROM AN ANGLE POINT IN SAID LINE AS SHOWN ON SAID MAP; THENCE NORTH 89 DEG. 12'14" EAST, 760.08 FEET ALONG SAID NORTHERLY LINE; THENCE SOUTH 30 DEG.19'38" WEST, 3679.07 FEET TO THE CENTERLINE OF SAID 60.00 FOOT EASEMENT; THENCE SOUTH 00 DEG.00'00" WEST, 905.87 FEET TO THE POINT OF BEGINNING. PARCEL II: ALL THAT CERTAIN REAL PROPERTY BEING SITUATE IN A PORTION OF SECTIONS 23 AND 26, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEING AN EASEMENT 60.00 FEET IN WIDTH FOR INGRESS, EGRESS AND PUBLIC UTILITIES OVER A PORTION OF THAT CERTAIN REAL PROPERTY AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 9, 1976, IN BOOK 55 OF MAPS, AT PAGE(S) 70, 71, 72 AND 73, AND LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE EXCEPT AS NOTED: THE BASIS OF BEARINGS FOR THE FOLLOWING DESCRIPTION IS THE LINE FROM THE WEST ONE-QUARTER CORNER OF SAID SECTION 26 TO THE NORTHWEST CORNER OF SAID SECTION 26 AS SHOWN ON SAID MAP. THE BEARING OF SAID LINE BEING NORTH 00 DEG.05'41" WEST PER SAID MAP. BEGINNING AT THE. CENTERLINE -CENTERLINE INTERSECTION OF RICHARDSON SPRINGS ROAD AND PANORAMA DRIVE AS SHOWN ON SAID MAP; THENCE, ALONG THE CENTERLINE OF SAID PANORAMA DRIVE, NORTH 32 DEG.21'44" WEST, 319.67 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE, LEAVING THE CENTERLINE OF PANORAMA DRIVE, NORTHERLY, 223.77 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 42 DEG.44'16"; THENCE NORTH 10 DEG.22'32" EAST, 489.36 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE NORTHERLY, 21.10 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04 DEG.01'45"; THENCE NORTH 06 DEG.20'47" EAST, 46.62 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 300.00 FEET; THENCE NORTHERLY, 121.86 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23' DEG.16'22"; THENCE NORTH 16 DEG.55'35" WEST, 136.53 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE NORTHERLY, 63.41 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18 DEG.10'01"; THENCE NORTH 01 DEG.14'26" EAST, 24.46 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE NORTHERLY, 68.77 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 19 DEG.42'01"; THENCE NORTH 20 DEG.56'27" EAST, 116.56 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE NORTHEASTERLY, 124.32 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 35 DEG.36'56"; THENCE NORTH 56 DEG.33'23" EAST, 285.99 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 200 FEET; THENCE NORTHEASTERLY, 80.98 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23 DEG.12'00"; THENCE NORTH 33 DEG.21'23" EAST, 77.41 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE EASTERLY, 118.85 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 68 DEG.05139"; THENCE SOUTH 78 DEG.32'59" EAST, 140.25 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 100.00 FEET AND THE BEGINNING OF A CHANGE IN WIDTH TO 30.00 FEET ON THE NORTHERLY AND WESTERLY SIDE OF SAID LINE AND 65.00 FEET ON THE SOUTHERLY AND EASTERLY SIDE OF SAID LINE; THENCE EASTERLY, 138.32 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 79 DEG.15'06" TO THE BEGINNING OF A CHANGE IN WIDTH TO 30.00 FEET ON EACH SIDE OF SAID CENTERLINE; THENCE NORTH 22 DEG.11'56" EAST, 71.26 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY. AND HAVING A RADIUS OF 200.00 FEET; THENCE NORTHEASTERLY, 65.64 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18 DEG.48'15"; THENCE NORTH 41 DEG.00'1I" EAST, 199.44 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE NORTHEASTERLY, 22.58 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12 DEG.56'26"; THENCE NORTH 53 DEG.56'36" EAST, 52.61 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 75.00 FEET; THENCE NORTHERLY, 54.80 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41 DEG.51'39"; THENCE NORTH 12 DEG.04'57" EAST, 88.76 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE NORTHERLY, 55.63 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 31 DEG.52'26'; THENCE NORTH 43 DEG.57'24" EAST, 611.57 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE NORTHEASTERLY, 21.61 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 06 DEG.11'28"; THENCE NORTH 37 DEG.45'56". EAST, 353.87 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE NORTHEASTERLY, 26.93 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07 DEG.42'51"; THENCE NORTH 30 DEG.03'05" EAST, 85.51 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 125.00 FEET, SAID POINT BEING HEREINAFTER REFERRED TO AS POINT "A"; THENCE EASTERLY, 168.42 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 77 DEG.11'46"; THENCE SOUTH 72 DEG.45'10" EAST, 95.64 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE EASTERLY, 49.34 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14 DEG.08'04"; THENCE SOUTH 86 DEG.53'14" EAST, 61.03 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS.OF 200.00 FEET; THENCE EASTERLY, 66.26 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18 DEG.58'55"; THENCE SOUTH 67 DEG.54'19" EAST, 196.92 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE EASTERLY, 104.60 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 29 DEG.58'02"; THENCE NORTH 82 DEG.07'40" EAST, 117.16 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE EASTERLY, 79.96. FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22 DEG.54'27'; THENCE SOUTH 74 DEG.57'53" EAST, 236.16 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 200.00 FEET; THENCE EASTERLY, 25.78 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07 DEG.23'13"; THENCE SOUTH 82 DEG.21'06" EAST, 120.17 FEET TO THE CENTER OF A CUL-DE-SAC HAVING A RADIUS OF 50.00 FEET AND THE TERMINATION OF THE HEREIN DESCRIBED CENTERLINE. THE SIDELINES OF THE HEREINABOVE DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 60.00 FOOT WIDE STRIP FROM THE CENTERLINE OF RICHARDSON SPRINGS ROAD TO THE 50.00 FOOT RADIUS CUL-DE-SAC. EXCEPTING THEREFROM ALL MINERALS, OILS, GAS AND OTHER HYDROCARBON SUBSTANCES LYING WITHIN OR UNDER THE ABOVE DESCRIBED PARCELS, BY DEED EXECUTED BY DAVID MANTHEI AND RUTH M. MANTHEI TO DAVID MANTHEI AND RUTH M. MANTHEI, AS CO - TRUSTEES OF THE MANTHEI FAMILY TRUST DATED MAY 10, 1994, RECORDED JULY 6, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-28233. PARCEL III: BEING AN EASEMENT 60.00 FEET IN WIDTH FOR INGRESS, EGRESS, AND PUBLIC UTILITIES, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M.; THENCE NORTH 0 DEG. 05'41" WEST, 57.63 FEET TO THE CENTERLINE OF RICHARDSON SPRINGS ROAD AND THE TRUE POINT OF BEGINNING; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 150.00 FEET, AND A CENTRAL ANGLE OF 19 DEG. 4347"; THENCE ALONG SAID CURVE 51.63 FEET; THENCE NORTH 41 DEG. 36'07". EAST, 1409.58 FEET TO A POINT OF A CURVE TO THE RIGHT WITH A RADIUS OF 600.00 FEET AND A CENTRAL ANGLE OF 16 DEG. 02'09"; THENCE ALONG SAID CURVE 167.93 FEET; THENCE NORTH 57 DEG. 38' 16" EAST, 375.81 FEET; THENCE CONTINUING NORTH 57 DEG. 38' 16" EAST, 895.00 FEET; THENCE CONTINUING NORTH 57 DEG. 38' 16" EAST, 710.00 FEET TO A POINT OF CURVE TO THE LEFT WITH A RADIUS OF 600.00 FEET, AND A CENTRAL ANGLE OF 10 DEG. 34'47"; THENCE ALONG SAID CURVE 110.79 FEET, THENCE NORTH 47 DEG. 03,29" EAST, 303.90 FEET TO A POINT ON THE NORTH LINE OF SECTION 26 AND THE END OF SAID LINE. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL VIII -A, DESCRIBED HEREIN. PARCEL IV: EASEMENTS FOR FOOT AND HORSE RIDING TRAILS OVER THE FOLLOWING SIX EASEMENTS: EASEMENT ONE: AN EASEMENT FOR FOOT AND HORSE RIDING TRAILS 60.00 FEET IN WIDTH OVER A PORTION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE NORTHEASTERLY CORNER OF LOT 15 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32. SAID POINT OF BEGINNING BEING LOCATED IN THE CENTERLINE OF INDIAN CLIFFS DRIVE AT THE INTERSECTION OF A 60.00 FOOT WIDE INGRESS, EGRESS AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP; THENCE SOUTH 40 DEG. 23'23" EAST, 271.44 FEET ALONG THE NORTHEASTERLY LINE OF SAID LOT TO THE TERMINATION OF THE HEREIN DESCRIBED EASEMENT CENTERLINE. EASEMENT TWO: AN EASEMENT FOR FOOT AND HORSE RIDING TRAILS 30.00 FEET IN WIDTH OVER A PORTION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHEASTERLY CORNER OF LOT 15 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32. SAID POINT OF COMMENCEMENT BEING LOCATED IN THE CENTERLINE OF INDIAN CLIFFS DRIVE AT THE INTERSECTION OF A 60.00 FOOT WIDE INGRESS, EGRESS AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP. THENCE SOUTH 40 DEG. 23'23- EAST, 271.44 FEET ALONG THE NORTHEASTERLY LINE OF LOT TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT CENTERLINE; THENCE NORTH 55 DEG. 05' 38' EAST, 156.19 FEET; THENCE NORTH 11 DEG. 29'20" EAST, 83.58 FEET; THENCE NORTH 58 DEG. 45'20" EAST, 124.10 FEET; THENCE NORTH 46 DEG. 37' 51" EAST, 142.18 FEET; THENCE NORTH 25 DEG. 28'41" EAST, 176.31 FEET; THENCE NORTH 50 DEG. 16' 09" EAST, 140.11 FEET; THENCE NORTH 63 DEG. 20'30" EAST, 217.10 FEET; THENCE NORTH 52 DEG. 02' 13" EAST, 79.19 FEET; THENCE NORTH 86 DEG. 49' 10" EAST, 105.33 FEET; THENCE SOUTH 89 DEG. 44'48" EAST, 73.52 FEET; THENCE NORTH 75 DEG. 35' 48" EAST, 67.19 FEET TO A POINT LOCATED 15.00 FEET NORTHERLY, MEASURED AT RIGHT ANGLES OF THE SOUTHERLY LINE OF LOT 7 AS SHOWN ON SAID MAP; THENCE SOUTH 89 DEG. 44' 48" EAST, 2061.29 FEET PARALLEL WITH THE SOUTHERLY LINE OF LOTS 7 THRU 13 AS SHOWN ON SAID MAP TO A POINT IN THE EASTERLY LINE OF LOT 10 AS SAID LOT IS SHOWN ON SAID MAP AND THE END OF THE HEREIN DESCRIBED EASEMENT CENTERLINE. THE SIDELINES OF THE HEREIN DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 60 FOOT WIDE STRIP TO THE 30 FOOT WIDE STRIP AND A CONTINUOUS 30 FOOT WIDE STRIP FROM THE 60 FOOT WIDE STRIP TO THE EASTERLY LINE OF LOT 10 AS SHOWN ON SAID MAP. EASEMENT THREE: AN EASEMENT FOR FOOT AND HORSE RIDING TRAILS 30.00 FEET IN WIDTH OVER A PORTION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHEASTERLY CORNER OF LOT 9 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30,31 AND 32; THENCE NORTH 89 DEG. 44'48" WEST, 75.00 FEET ALONG THE SOUTHERLY LINE OF SAID LOT TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT CENTERLINE; THENCE LEAVING SAID LINE, NORTH 00 DEG. 00' 00" EAST, 250.00 FEET; THENCE NORTH 39 DEG. 54' 33" EAST, 140.28 FEET TO A POINT LOCATED 15.00 FEET EASTERLY MEASURED AT RIGHT ANGLES OF THE WESTERLY LINE OF LOT 13 AS SHOWN ON SAID MAP; THENCE NORTH 00 DEG. 00'00" EAST, 419.20 FEET PARALLEL TO THE WESTERLY LINE OF SAID LOT 13; THENCE NORTH 32 DEG. 51' 03" EAST, 2005.51 FEET PARALLEL TO THE WESTERLY UNE OF SAID LOT 13 TO A POINT LOCATED IN THE CENTERLINE OF A 40.00 FOOT WIDE INGRESS AND EGRESS EASEMENT AS SHOWN ON SAID MAP AND THE TERMINATION OF THE HEREIN DESCRIBED EASEMENT CENTERLINE. THE SIDELINES OF THE HEREIN ABOVE DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 30.00 FOOT WIDE STRIP FROM THE SOUTHERLY LINE OF SAID LOT 9 TO THE CENTERLINE OF SAID 40.00 FOOT WIDE INGRESS AND EGRESS EASEMENT. EASEMENT FOUR: AN EASEMENT FOR FOOT AND HORSE RIDING TRAILS 30.00 FEET IN WIDTH OVER A PORTION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWESTERLY CORNER OF LOT 6 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32; THENCE NORTH 00 DEG. 00'00" EAST, 275.12 FEET ALONG THE WESTERLY LINE OF SAID LOT 6 TO A POINT IN THE CENTERLINE OF A 60.00 FOOT WIDE INGRESS, EGRESS AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP. SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT CENTERLINE; THENCE NORTH 45 DEG. 00' 00" WEST, 384.84 FEET TO A POINT LOCATED 15.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES TO THE WESTERLY LINE OF LOT 14 AS SHOWN ON SAID MAP; THENCE NORTH 00 DEG. 25' 11" WEST, 1508.48 FEET PARALLEL WITH THE WESTERLY LINE OF SAID LOT 14 TO A POINT IN THE NORTHERLY LINE OF LOT 5 AS SHOWN ON SAID MAP AND THE TERMINATION POINT OF THE HEREIN DESCRIBED EASEMENT CENTERLINE. THE SIDELINES OF THE HEREIN DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 30.00 FOOT WIDE STRIP FROM THE EASTERLY LINE OF SAID LOT 14 TO THE NORTHERLY LINE OF SAID LOT 5. AN EASEMENT FOR FOOT AND HORSE RIDING TRAILS 40.00 FEET IN WIDTH OVER A PORTION OF SECTIONS 23 AND 24, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., AND LYING 20.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT POINT "A" AS SAID POINT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32. SAID POINT BEING LOCATED IN THE CENTERLINE OF A 60.00 FOOT WIDE INGRESS, EGRESS AND PUBLIC UTILITY EASEMENT CROSSING LOT 7 AS SHOWN ON SAID MAP; THENCE NORTH 40 DEG. 41' 59" EAST, 261.77 FEET; THENCE NORTH 48 DEG. 33' 52" EAST, 745.52 FEET; THENCE NORTH 68 DEG. 08' 25" EAST, 664.51 FEET; THENCE NORTH 52 DEG. 52' 20" EAST, 426.78 FEET; THENCE NORTH 26 DEG. 03' 25" EAST, 411.06 FEET; THENCE NORTH 67 DEG. 15'46" EAST, 638.77 FEET; THENCE NORTH 73 DEG. 36' 01" EAST, 440.61 FEET; THENCE NORTH 43 DEG. 06' 43" EAST, 330.60 FEET; THENCE NORTH 47 DEG. 58' 39" EAST, 175.97 FEET; THENCE NORTH 35 DEG. 59' 14" EAST, 371.12 FEET TO THE EASTERLY LINE OF LOT 12, AS SHOWN ON SAID MAP AND THE TERMINATION POINT OF THE HEREIN DESCRIBED CENTERLINE. SAID EASEMENT BEING IN THE SAME LOCATION AS THE 40.00 FOOT WIDE INGRESS AND EGRESS EASEMENT AS SHOWN ON SAID MAP. THE SIDELINES OF THE HEREIN ABOVE DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 40.00 FOOT WIDE STRIP FROM THE CENTERLINE OF THE HEREIN ABOVE DESCRIBED 60.00 FOOT WIDE EASEMENT TO THE EASTERLY LINE OF SAID LOT 12. EASEMENT SDC: AN EASEMENT FOR FOOT AND HORSE RIDING TRAILS 30.00 FEET IN WIDTH OVER A PORTION OF SECTIONS 23 AND 24, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., AND LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWESTERLY CORNER OF LOT 5 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32; THENCE SOUTH 00 DEG. 32' 17" WEST, 22.85 FEET ALONG THE WESTERLY LINE OF SAID LOT 5 TO A POINT LOCATED 15.00 FEET SOUTHEASTERLY OF, MEASURED AT RIGHT ANGLES TO THE SOUTHWESTERLY PROJECTION OF THE NORTHWESTERLY LINE OF SAID LOT 5. SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED CENTERLINE; THENCE NORTH 41 DEG. 33' 47" EAST, 3879.91 FEET PARALLEL WITH THE NORTHWESTERLY LINE OF LOT 5, LOT 14 AND LOT 6 AS SHOWN ON SAID MAP TO A POINT LOCATED 15.00 FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES TO THE NORTHERLY LINE OF SAID LOT 6; THENCE NORTH 89 DEG. 12' 14" EAST 1090.34 FEET PARALLEL TO THE NORTHERLY LINE OF LOT 6, LOT 7 AND LOT 8 AS SHOWN ON SAID MAP TO A POINT LOCATED 15.00 FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES TO THE' NORTHERLY LINE OF SAID LOT 8; THENCE NORTH 88 DEG. 53'59" EAST, 1287.15 FEET PARALLEL WITH THE NORTHERLY LINE OF LOT 8, LOT 9 AND LOT 13 AS SHOWN ON SAID MAP TO A POINT LYING 15.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES TO THE EASTERLY LINE OF SAID LOT 13; THENCE SOUTH 01 DEG. 23' 54" EAST, 1349.41 FEET PARALLEL WITH THE EASTERLY LINE OF LOT 13 AND LOT 12 AS SHOWN ON SAID MAP TO A POINT LOCATED 15.00 FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES TO THE WESTERLY PROJECTION OF THE NORTHERLY LINE OF SAID LOT 12; THENCE NORTH 88 DEG. 13' 11" EAST, 1313.64 FEET PARALLEL TO THE NORTHERLY LINE OF LOT 12 AND LOT 11 AS SHOWN ON SAID MAP TO A POINT LOCATED 15.00 FEET WESTERLY, MEASURED AT RIGHT ANGLES TO THE EASTERLY LINE OF SAID LOT 11; THENCE SOUTH 01 DEG. 56' 17" EAST, 1319.50 FEET PARALLEL WITH THE EASTERLY LINE OF LOT 11 AND LOT 10 AS SHOWN ON SAID MAP TO THE SOUTHERLY LINE OF SAID LOT 10 AND THE TERMINATION OF THE HEREIN DESCRIBED EASEMENT CENTERLINE. THE SIDELINES OF THE HEREIN DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 30.00 FOOT WIDE STRIP FROM THE WESTERLY LINE OF SAID LOT 5 TO THE SOUTHERLY LINE OF SAID LOT 10. PARCEL V: SERVICE VEHICLE ACCESS FOR SEPTIC CONSTRUCTION OVER THE FOLLOWING TWO EASEMENTS: EASEMENT ONE: AN EASEMENT FOR INGRESS AND EGRESS OF SERVICE AND CONSTRUCTION VEHICLES 60.00 FEET IN WIDTH OVER A PORTION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE NORTHEASTERLY CORNER OF LOT 15 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY. OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32. SAID POINT OF BEGINNING BEING LOCATED IN THE CENTERLINE OF INDIAN CLIFFS DRIVE AT THE INTERSECTION OF A 60.00 FOOT WIDE INGRESS, EGRESS AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP; THENCE SOUTH 40 DEG. 23'23" EAST, 271.44 FEET ALONG THE NORTHEASTERLY LINE OF SAID LOT TO THE TERMINATION OF THE HEREIN DESCRIBED EASEMENT CENTERLINE. AN EASEMENT FOR INGRESS AND EGRESS OF SERVICE AND CONSTRUCTION VEHICLES 30.00 FEET IN WIDTH OVER A PORTION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHEASTERLY CORNER OF LOT 15 AS SAID LOT IS SHOWN ON THAT CERTAIN MAP, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 145 OF MAPS, AT PAGE(S) 30, 31 AND 32. SAID POINT OF COMMENCEMENT BEING LOCATED IN THE CENTERLINE OF INDIAN CLIFFS DRIVE AT THE INTERSECTION OF A 60.00 FOOT WIDE INGRESS, EGRESS AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP; THENCE SOUTH 40 DEG. 23' 23" EAST, 271.44 FEET ALONG THE NORTHEASTERLY LINE OF SAID LOT TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT CENTERLINE; THENCE NORTH 55 DEG. 05' 38" EAST, 156.19 FEET; THENCE NORTH 11 DEG. 29' 20" EAST, 83.58 FEET; THENCE NORTH 58 DEG. 45'20" EAST, 124.10 FEET; THENCE NORTH 46 DEG. 3751" EAST, 142.18 FEET; THENCE NORTH 25 DEG. 28'.41" EAST, 176.31 FEET; THENCE NORTH 50 DEG. 16' 09" EAST, 140.11 FEET, THENCE NORTH 63 DEG. 20' 30" EAST, 217.10 FEET; THENCE NORTH 52 DEG. 02' 13" EAST, 79.19 FEET; THENCE NORTH 86 DEG. 49' 10" EAST, 105.33 FEET; THENCE SOUTH 89 DEG. 44'48" EAST, 73.52 FEET; THENCE NORTH 75 DEG. 35' 48" EAST, 67.19 FEET TO A POINT LOCATED 15.00 FEET NORTHERLY, MEASURED AT RIGHT ANGLES OF THE SOUTHERLY LINE OF LOT 7 AS SHOWN ON SAID MAP; THENCE SOUTH 89 DEG. 44'48" EAST, 2061.29 FEET PARALLEL WITH THE SOUTHERLY LINE OF LOTS 7 THRU 13, AS SHOWN ON SAID MAP TO A POINT IN THE EASTERLY LINE OF LOT 10 AS SAID LOT IS SHOWN ON SAID MAP AND THE END OF THE. HEREIN DESCRIBED EASEMENT CENTERLINE. THE SIDELINES OF THE HEREIN DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO FORM A CONTINUOUS 60 FOOT WIDE STRIP TO THE 30 FOOT WIDE STRIP AND A CONTINUOUS 30 FOOT WIDE STRIP FROM THE 60 FOOT WIDE STRIP TO THE EASTERLY LINE OF LOT 10 AS SHOWN ON SAID MAP. APN: 047-230-153-000 oft ce,, id- tkv2ev A-2,6 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754y, PERMIT NO. ev. 6) APPLICATION AND PERMIT —� ��35Z ASSESSORPARC0. d O"I BUILDINGPERMIT OWNERmtq-SCIA� TE H NE SO. FT. OCC. BUILDING VALUATION �► I Kenn J29/9 OWNER'S MAIUNG ADDRESS � s ,� w �/i c• �a•�urr�� �� WMJ9�WEF'= ER'S MAIUNG ADDRESS ORNS. FT. CONSTNEW NON•RES D. V 7.50 Total Valuatlon $ �� o ARCHRECT OR ENGINEER E Ex. EA BAL o'.5 UCENSE NO. Filinq Fee $ pA Gd SRA $ q • 20.00 Permit Fee 107753 $ 70 `�0' He .es ARCHmECT OR ENGINEERS MAIUNG ADDRESS SHERIFF $ Plan Checking Fee $ UILDM.ADDRESs' • ( j Energy Plan Checking Fee $ �v $ r. MECHANICAL PERMIT Filing Fee 1 20.00 PERMIT FEE $ � T SU9DMSIONSNAME PARCEL MAP PLUMBING PERMIT 6.50 F ing Fee!20.00 $ Each Trap 7.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome 13 Other �i�• i9 AC SPECIFY Solar or heat um water heater S 23.00 $ Water piping 15.00 Od Each gas water heater or vent 15.00 Energy Inspectio Fee New [Addition ❑ Remodel ❑ Describe Work: TYPE OF WORK Utilities ❑ Installation ❑ Other ❑ 42d rz1,d'&7 Gas piping system 1 - 5 outlets $ 15.00 Building sewer 15.00A20.00 Mobile Home S G W @20.00 °.FEES M FL CDF P CEL PERMIT S ELECTRICAL PERMIT Main Service zoo' Service NEW CONST. O Filing Fee. �23.00Main FLt3Zs-� X . Q33�� rl ,... `tV-•`) ORNS. FT. CONSTNEW NON•RES D. V 7.50 PERMIT FEE PAID $ `• �� E Ex. EA BAL o'.5 5.00 pA Gd SRA $ q • �� .. Tem �o, C ( 23.00 0 CA IMobile He .es 20.00 SHERIFF $ Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Filing Fee 1 20.00 OTHER$ Heating � Cooling Hood 6.50 $ Ventilation G* PERMIT FEE S $ Mobile Home Installation Fee $ Energy Inspectio Fee $ Rto --T/VETO AL FE $ HAZ. °.FEES M FL CDF P CEL HO•ISSUE AMOUNT RECEIVED $ �� This permit is hereby issued undgAhe applicable provisions DATE RECEIVED 1-30 JL of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date �% RECEIPT #s / #kv / � PERMIT EXPIRES ON (Date) EP4 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PEIRRM�-IT APPPL-ICATION DATA SHEET OWNER: \_ Qn�L�y ,� l �� l S� + �� n n (I I ASSESSOR PARCEL NUMBER U �l �^ �J I 's Proposed Building Use: Counter Technician: iP Date: I ems required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. f 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 'p 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 'IJ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form + 15. Sanitation and site plan approval from the Environmental Health Department in 9,dhico ❑ Oroville, as applicable. ❑ 1 . Other g items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... O 20. Erosion Control Plan Required...................................................:.................... ........ Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit ................................................. > 23. California Department of Forestry plan approval6n paid. Sent b . �..... �- ❑ 24. Planning approval (A) Use:CTK (B)Parking: (C) Parcel Check: 2--'ZS--D' ❑ 25. Contact -Land Development about _ Improvements, _ Drainage :: V........................ i26. NPDES Form .......................... 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ / Letter of Signature authorization................................................................. 4. L� 33 Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 4. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... 37. ❑ Grant D dH. Ti /Statement f Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ IPL 38. Other: MV -1. 39. Other: When issued Telephone l"" and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: te: f 13 010 ¢ 1. Index permit application for the above items numbe d:' Plan Check Letter 2. Additional items required (114 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, ow r, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: CK.CQ Date: Plans approved by: Date Structural reviewed by:Kitt Date: Structural approved by: Date: D Note transfer by: Date: Yellow: Building Division E.H. USE ONLY Piot Plan Attached _ Roos Plan Attached �- Som to B.D. TO: Building Department. FROM: Environmental Health SUBJECT: Sanitation Clearance 1,-3e9 153 Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well L--' Clearance for qLjdwelling. Other nal for: Q� Final clearance O.K. f r: NOTE: -3 D� Environment ealth SpecialistQ4 Date l-3� CIO 8196 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES r OWNER PROPROSED BUILD USE ZL BUILDING PE IT FEES --- Balance Due .................... $ ME --- Additional Fees Due.......... $ --- Revised Plan Checking e.... $ 2. SCHOOL DISTRICT FEE �i f )Y)14/ (paid at School District Office) (rm available after Plan Check) 3. SHERIFF FEES (paid at Buildin Divisio Residential ............Units —$ Units Commercial (sq. ftg.)..... $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES \ Residential (per unit)..... X # Units Amt. Commercial (Sq. Ftg.).... X DATE I r RECEIPT # DATE REC. (paid at Building Division) Sq. Fig. Amt. 5. RECREATION DISTRICT FEES C 2ASI (paid at Recreation District Office) (form available after Plan 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 0_17. SRA FIRE INSPECTION AND PLAN CHECK FEE r8MWATER 00 (paid at Building Division) Op TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These may be changed during the plan checking process. APPLICANT DATE N Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) 047-230-453 BENNE'fT, JAMES & KRISTI 04-0352 INDIAN CLIFFS DR, CHICo EO--NTHILL & ASSOC. NEW SINGLE FAMILY . `COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION'o NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required inspections are made and building is approved for occupancy. Plans must be available_ on the job site. _ 047=230-153 - _ 04-0352 ` A.P. No. _ BENNETT-, JAMES & KRISTI Owner _ INDIAN CLIFFS DR, CHICO Contractor' CONT: HILL & ASSOC. NEW SINGLE FAMILY Permit No. PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION I DATE INSPECTOR Piers Underground Conduit I I i Pre-Gunite Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab Rough Plumbing Rough Electrical Rouah Mechanical Shower Pan insulation I 1 ; Fireplace Throat I I I Stucco Lath y !Scratch and Brown Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final t Building or M.H. Final I DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY Oroville - 7 County Center Drive 538-7541, 538-7636 Chico - 411 Main Street 891-2,751' 891-2834 Revised 7/94 NOTES 6 �A RESIDENTIAL PERMIT N0. _ 047-230-153 04-0352 BENNETT, JAMES & KRISTI INDIAN CLIFFS DR, CHICO CONT: HILL & ASSOC. NEW SINGLE FAMILY i SPECIAL CONDITIONS CHECKED BY SRA _.._ FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J=OK , 0 = Not OK Not . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 Date 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch Card B-1 3. Sewer; Location -Test -Fall -C/O -Concrete PERMANENT END SYSTEM (ONLY) 4. Water; Location -Test -Easement Needed (Sketch) 4. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 2. Footings; Size -Spacing -Marriage Line 7. Well Clearance & Disconnect 6. 8. Utility Clearance 7. 4. Gas; MH Test -Demand -Valve Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 10. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 8. Gas and Electricity Tagged 3. Gas; MH Test -Demand -Valve -Connector Braced Wall Panels 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 10. License Decals 6. Water; MH Test -Regulator -Connector Card B-1 Date • Card 8-1 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch Card B-1 11. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 4. 1. Zoning Requirements -Setbacks -Easements 5. 2. Footings; Size -Spacing -Marriage Line 6. 3. Blocking 7. 4. Gas; MH Test -Demand -Valve 8. 5. Electricity; MH Test 9. 6. Water; MH Test 10. 7. Water and Sewer Connected 11. Ext.; Steps -Doors -Landings 8. Gas and Electricity Tagged 12. Braced Wall Panels 9. Exits 10. License Decals Card B-1 Date • Card 8-1 11. Verify #'s with Office Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing . 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date • Card 8-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI . 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor 0 Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTORS NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ AAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 1@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 9 -CS Lic. No. %� OWNER -BUILDER DECLdRATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. @"I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compo sation insurance carrier and policy number are: Carrier JZ7A-T7`�y/+dJ Policy Number I Z-0 i (The above sections need not be completed if thg permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I Cortithat in the performance of the work for which this permit is issued, I shall fy P p not employ any person in any manner so as to become subject to workers' 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 forthwith comply with those provisions. 1 X Date �3 0 Signa ure of Applicant - ❑ Owher 0 Contractor "gent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DwEwNG UP. 3.5Q F7. ( S. OR ADDNS.NEW CONST. MUL�TICOu�TLET NON•RESID. BRANCH CIRCUITS 97.50 POWER APPARATUS aUTLETEOUTLETctS. Ex. Occup. OUTLET OR FIXTURES 20 @ t.50 aAL @ .so Ex. Occup. oiJT1 s RM.FIXEOoEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ corer. TYPE TOTAL FEE $ I.AIf FEES IMP I FLOOD I COF PARCEL pD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT . ,. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 {Telephone (530) 538-7541 '#I PERMIT No. ric1p. (Rev.12/96) APPLICATION AND PERMIT A ASSESSOR PARCEL NUMBER , ZONING BUILDING PERMIT OWNER , TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTORS NAME TELEPHONE r s. ,CONTRACTORS MAILING ADDRESS 'CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ,1 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS , Energy Plan Checking Fee $ F PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ' ELECTRICAL PERMIT Fling Fee 20.00 Main Service 000V OR LE:: 2o0A OR LESS 23.00 •1 .. LICENSED CONTRACTOR'S DECLARATION , y ' . . I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class B -c$ Lic. No. 7� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors -to construct the project. ❑� I am exempt under Sec. Business and Professions Code for this reason Main .Service 200A TO 1000A 46,00 NEW CONST. OW EWNG OCCUP. OR ADONS. ( a Acc. eLDS. S° 3.50FT; "9 rmµq °E, ID LET T.MUL1'1 r1R 97.501 OWER APPARATUS a SINGLE OUTI fT CIR. Ex. OCCU . OUTLET OR FIXTURES SAL O 1.00 . 0 APEESS,p.°EA Ex. Occu . GFlXUED r. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers compensation, as -provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. L�I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compopsation insurance carrier and policy number are: Carrier W74f F.: 'jt=.j/wJ Policy Number ' - �!-277-01 IDrja 1a&4- (The above sections need not be compfeted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify.that in the performance of the work for which this permit is issued, I shall any person in any manner so as to become subject to workers' 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 forthwith comply with those provisions. X iFiY _ Datea�0 Signature of Applicant - ❑ Owner ❑ Contractor U. -Agent.' An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ corer. TYPE PEES ETOTIALE,Anot'imploy COF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT, EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I „�.., -COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISI6N 7 County Center Drive • Oroville, California 95965 Telephone (530) 538-7541 11,PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS �. CONT'RACTOR'S NAME TELEPHONE _ + CONT'RACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace F Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 4 — PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR LESS Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license isinfull force and effect. License Class 9-c% Lic. NO. i'�'J ZjC OWNER -BUILDER DECLARATION 1 herebyaffirm under penalty of perjury that I am exempt from the Contractors License P hY P 1 rY P Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. M/ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compo►rJ�sation insurance carrier and policy number are: Carrier tO;r 4TO I`J A-44 Policy Number If e7 -7 7 --() I 1) b:, - 41, 6— (The above sections need n`ot be completed if -the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall snot employ any person in any manner so as to become subject to workers' 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 forthwith comply with those provisions. X L r. R Ew,v Date _ r/ 2, o /U ¢ Signature of Applicant - ❑ -Owner ❑ Contractor O,wAgent ' An OSHA permit is required for excavations over 60” deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. so OR ADDNS. a ACC. BLDS. 3.50F7. =REOSIDT. MULTI.OUTLEr @7.50 POWER APPARATUS aSINGLE OUTLET CIR. EX. Occup. ounET OR FIXTURES BAL Q'.50 Ex. OCCU FUCED APPLNs. OR ouTtFrs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONSTTYPE . TOTAL FEE $ H<,Z. D FEES IMP FLOOD COF pgpO0. pp HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT •.,.w'�`ti..fi'�,+w._..rv..--.-•.a-^-_1r..��...Y-�-..-�..-.-..-��-v....+`�.. ..-s• .`-.v r- ^.- ter- -y .- ,--.7t'�:�2..'i Vie: ". ��''�;�.^^ +.« � _ - „-�,r1+v�..�ti�_...r.-r.. (Rev. 12/96) 7 M COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVIS N 7 County Center Drive Oroville, California 95965 •iTelephone (530) 538-7541 ` PERMIT NO. APPLICATION AND PERMIT -at', ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT- i OWNER TELEPHONE ` i I` SO. FT. OCC. BUILDING VALUATION - .OWNERS MAILING ADDRESS 4•: CONTRACTOR'S NAME TELEPHONE ryM M• CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER r Fireplace � LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping ' 1 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is �n full force and effect. License Class ees Lic. No. ,� A7aJ4 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1060A 46.00 NEW CONST. DWELLING OCCUPOR ADDNS. . ( 3.5QF°: NEW CONST. MUALCTIC-OU�TLE7 NON-RESID. U @7.50 POWER APPARATUS 8SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES .00 9AL @ 20 @a. 0 Ex. Occup. O�LEDTSA RES D.D� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier A,4 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number r :"--t; f 0(.., C(4. (The above sections need not be completed if the permit is for work of a valuation of one hundredrdollars ($100) or less.) r'<<"" ❑ 1 certify*-thet in the performance of the work for which this permit is issued, I shall riot employ any person in any manner so as to become subject to workers' 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 forthwith comply with those provisions. r% X fc ski 4;,. t 111"Date if % Signature of Applicant - ❑' Owner ❑ Contractor EloAgent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP FLOOD CDF PARCEL Po HD SSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT L May 17, 2004 Department of Development Services Planning Division 7 County Center Drive Oroville, CA 95965 Re: Response to Plan Check Item #1 "Oak tree plan" BPN:04-0352 To Linda Simpson: Per my conversation with Joseph Baker (5-12-04), we are submitting an aerial photo of the Bennett project site as response to Correction Item #1. This photo illustrates the existing tree coverage as well as existing clearings. Likewise, we have illustrated the property lines and proposed building site. In selecting this building site, we have placed the house in the most feasible location, without disrupting the existing natural setting. As a result, we will not be removing ggy trees before or during construction. Wn ely, isPtassoc. STRUCTURAL CALCULATIONS RCE fob #2003.100 for R. T. Hill 8x Assoc. Calculation Index: • Project Layout • Lateral Analysis • Beam Analysis • Footing Analysis • Base Plate Analysis • Anchor Bolt Analysis Revision Summary: Rev. 0 Rev. 1 Bennet Residence 1020 Aldar Court Chico, Ca 95973 Page # 1 L1 — L7 B1 — B18'�3'Z F1 — F21 BUTTE COUNTY BPI BUILDING DIVISION ABI h. APPROVED t-/2&/0 it 1' . 01/28/04 Initial Issue 04/30/04 Revised pages: 1, B 14, F19 Added pages: B 18, F20, F21 CIVIL — STRUCTURAL EENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 — Fax: (530) 894-8882 fax cj(@r-c-e.com - http://www.r-c-e.com BUILDN"G DEPT. COPY Structural Calculations Criteria Project: Bennett Residence RCE Job Number: 2003.100 Owner: James U Krisd Bennett Location: 1020 Aldar Court, Chico, CA Date: April 30, 2004 Code: California Building Code, 2001 Edition. Code Enforcement: Butte County Building Department Loads: Seismic Design: Seismic Zone: 3 Importance factor: 1.0 Soil Profile Type: SD Seismic Source Type: A Closest Distance Seismic Source: N/A Wind Design: (Method 2) Wind Speed: 75 mph Exposure: C Snow Design: n/a Soil Bearing: 1500 psf Notes: No Special Inspection is required for this project. Roberts consulting engineering does not represent that these calculations or any specifications in connection therewith are suitable whether or not modified, for any other site than the one for which they were specifically prepared. Roberts consulting engineering disclaims responsibility for these plans and specifications if they are used whole or in part at any other site. Plans are not valid until reviewed and approved by appropriate governmental agencies CIVIL — STRUCTURAL EENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95971 'hone: (530) 894-8833 — Fax: (530) 894-8882 fax cm(@r-c-e.com - h"p://www.r-c-e.com I I FII BEAM 7EL BEAM 6 r 4'-0" 4'-0" m e D 3 Aa 2 0 a— BEAM I N b BEAM 5 BEAM Flo n n m t ASSUMED NORTH W, f t ui rn rn /a rn rn > (z� O rn r r uj rn L O 4 -n O O O O O. J, O \V 12/23/03 - Lateral Analysis - Bennett Res. - R.C.E. job 2003.100 Gravity Loads: Roof Dead Load 5/8" Ply 2.0 psf Slope= Tile Roofing 10.0 psf 4 Framing 5.0 psf to 5/8" Gyp. 2.8 psf 12 Insul. 1.0 psf Misc. 2.0 psf 1-1 ota (slope Ps ota o z Ps ota axia Ps Roof Live Load onswc I n 16.0 Ps Wall Dead Load Stucco 10.0 psf (exterior) 3/8 Ply. 1.8 psf 2x Framing @ 16" o.c. 1.7 psf Gyp. 2.2 psf Insul. 1.0 psf Misc. 1.3 psf Wall Dead Load 2x4 Framing @ 16" o.c. 1.7 psf (interior) Gyp. 2 sides 4.4 psf Misc. 1.9 psf otaU.0 Ps Floor Dead Load Carpet 1.0 psf 3/4 TuG 2.5 psf Floor joists @ 16" o.c. 3.3 psf 2 Layers 5/8" Gyp. 4.4 psf Insul. 1.0 psf Misc. 1.8 psf Total 14.0 psf Floor Live Load Residential 40.0 psf Copyr/gAt 200 1 - Spyder Software Page L 1 12/23/03 - Lateral Analysis - Bennett Res. - R.C.E. job 2003.100 UBC Wind Loads -- Method I p= Ce•Cq•gs•I iuw ni w IWD nWO til R APR p= ps p- p - p= P= Page L Z Wind Speed: 40 75 mph Exposure: C where; 10.7 psf-@0 Ce = 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' to 15' Ce = 1.19 @ 20 to 25' 5 to 20' Ce = 1.23 @ 25 to 30' 0 to 25' Ce = 1.31 @ 30 to 40' 5 to 30' Ce - 1.43 @ 40 to 60' 0 to 40' Cq = 0.8 (IWW) Inward @ Windward Wall to 60' Cq = 0.5 (OLW) Outward @ Leeward Wall Cq = 0.3 (IWR) Inward @ Windward Roof Cq = 0.9 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridge Qs = 14.4 psf I = I Importance Factor Roof Slope = 4 Rise to 12 Horiz. Normal Resultant Horizontal Pressure Force 12.2 psf = 61 lbs. (IWW) @ 0 to 15' 13.0 psf = 0 lbs. (IWW) @15 to 20' 7.7 psf = 39 lbs. (OLW) @ 15 to 20' 4.6 psf = 56 lbs. (IWR) @ 15 to 20' 10.8 psf = 130 lbs. (OLR) @ IS to 20' Fo = 1 285 olf - horiz. 12.2 7.6 4.6 13.7 10.7 10.7 psf-@0 13.0 8.1 4.9 14.6 11.4 11.4 psf -@ 1 13.7 8.6 5.1 15.4 12.0 12.Opsf -@2 14.2 8.9 5.3 15.9 12.4 12.4 psf-@2 15.1 9.4 5.7 17.0 13.2 13.2 psf - @ 3 16.5 10.3 6.2 18.5 14.4 14.4 psf - @ Wind Loading @ Roof - Wall Lines A to C, 1 to 4 Mean Roof Height - 16.0 feet Uplift Pressure = 10.8 psf Tributary Area 5.00 feet @ 0.00 feet @ 5.00 feet @ 12.00 feet @ 12.00 feet @ Wind Loading Tributary Normal Resultant Horizontal @ Roof - Wall Lines C to E, 3 to 6 (garage) Area Pressure Force 5.00 feet @ 12.2 psf = 61 lbs. (IWW) @ 0 to 15' Mean Roof Helght - 13.5 feet 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @15 to 20' Uplift Pressure = 10.7 psf 5.00 feet @ 7.6 psf = 38 lbs. (OLW) @ 15 to 20' 7.00 feet @ 4.6 psf = 32 lbs. (IWR) @ 15 to 20' 7.00 feet @ 10.7 psf = 75 lbs. (OLR) @ 0 to 15' Fp = 1 206 plf - horiz. Wind Loading Tributary Normal Resultant Horizontal @ Floor - Wali Lines 4 to 5 Area Pressure Force 0.00 feet @ 12.2 psf = 0 lbs. (IWW) @ 0 to 15' Mean Roof Height = 16.0 feet 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @15 to 20' Uplift Pressure = 10.8 psf 0.00 feet @ 7.7 psf = 0 lbs. (OLW) @ 15 to 20' 4.00 feet @ 4.6 psf = 19 lbs. (IWR) @ 15 to 20' 4.00 feet @ 10.8 psf = 43 lbs. (OLR) @ 15 to 20' Fo = 1 62 olf - horiz. Copyright 200/ - Spyder Software 12/23/03 • Lateral Analysis • Bennett Res. • R.C.E. Job 2003.100 Page L3 1997 UBC Seismic Loads • Stadc Force Procedure where; V - (CvI)/(R•T) •W - 0.483 'W (Eqn 30.4) Z . 0.3 Zone 3 V - (2.5-Ca•I)/R •W - 0.164 •W (Eqn 30.5) 1 - 1.00 Importance Factor V . 0.11 •Ca•l •W . 0.059 •W (Eqn 30.6) hn - 22 feet R . 5.5 Plywood Shear Walls p- 0.164 •W (Eqn 30•S) governs Soil Profile Type So Seismic Source Type A Closest Distance Seismic Source n/a km Ct - 0.02 All other Buildings Foot Print area, AB- 3930 Rs T - 0.203 (Method A) Ca - 0.36 Table 16.0 Cv - 0.54 Table 16-R Na - 1.00 Table 16•S Nv - 1.00 Table 16•T W - Building Weight Use 096 of Snow Load In the Seismic design. Seismic Roof Loading Tributary Weights - 46.00 feet of Roof @ 24.03 psf Wall Lines A -C 10.00 feet of Ext. Wail @ 18.00 psf 15.00 feet of Inc Wall @ 8.00 Psf 0.00 feet of Snow @ 0.00 Psf V 230 Of s. 1 164 Oil o t. W11 (ULI/I.ill Seismic Roof Loading Tributary Weights . 74.00 feet of Roof @ 24.03 psf Wail Lines D -E 10.00 feet of Ext Wan @ 18.00 psf 5.00 feet of Int Wall @ 8.00 psf 0.00 feet of Snow @ 0.00 psf V. 1 327 p - D s. wil Seismic Roof Loading Tributary Weights - 76.00 feet of Roof @ 24.03 psf Wall Lines 1-4 20.00 feet of Ext Wall @ 18.00 Dsf (Between A at C) 0.00 feet of Int Wall @ 8.00 psf 0.00 feet of Snow @ 0.00 psf V . 1 3 58 p t. 1 256 D a• Seismic Roof Loading Tributary Weights - 36.00 feet of Roof @ 24.03 psf Wall Lines 2.6 10.00 feet of Ext Wall @ 18.00 psf (at Garage) S.00 feet Of Int Wall @ 6.00 psf 0.00 feet of Snow @ 0.00 psf V - �•pi sULT p s. WIS (ULT Stbmtc Roof Loading Tributary Weights . 18.00 feet of Roof @ 24.03 psf Wan Lines 4-S 0.00 feet of Ext Wall @ 18.00 psf 0.00 feet of Int Wail @ 8.00 psf O.DO feet of Snow @ 0.00 psf V - o - to t. ULT CoCYtlf/st M01 . Soyder Sof" 12/23/03 - Lateral Analysis - Bennett Res. - R.C.E. Job 2003.100 Page Ly Copyright 2001 - Spyder Software Lateral Load Summary 1 st Level Loadings Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case 1 8.00 256 285 2.04 2.28 Wind Controls 2 -East Side 5.00 256 285 1.28 1.43 Wind Controls 2 -West Side 7.00 256 285 1.79 2.00 Wind Controls 2 -West Side (@ garage) 7.00 127 206 0.89 1.44 Wind Controls 3 -East Side 7.00 256 285 1.79 2.00 Wind Controls 3 -West Side 12.00 256 285 3.07 3.42 Wind Controls 3 -West Side (@ gaege) 27.00 127 206 3.42 5.56 Wind Controls 4 -East Side 12.00 256 285 3.07 3.42 Wind Controls 4 -West Side 6.50 51 62 0.33 0.40 Wind Controls 5 10.50 51 62 0.53 0.65 Wind Controls 6 27.00 127 206 3.42 5.56 Wind Controls A 16.00 164 285 2.63 4.56 Wind Controls B -North Side 12.00 164 285 1.97 3.42 Wind Controls B -South Side 21.50 164 285 3.53 6.13 Wind Controls C -North Side 21.50 164 285 3.53 6.13 Wind Controls C -South Side 10.00 234 206 2.34 2.06 Seismic Controls D 1 18.00 1 234 1 206 4.20 3.71 Seismic Controls E 18.00 234 2061 4.20 3.71 Seismic Controls Copyright 2001 - Spyder Software 12/23/03 - Lateral Analysts -Bennett Ret. - R.C.E. Job 2003.100 55.50 n(UBCSecdonI610.1) • w x at A.B. Eat-Wnt Dkecdam Story Shear 22.41 kips IY.116 Level D Ma 1.00 1.115 45.65 0.1 .8 3.004 A.B. tN Wind jPHUZw/0&L2.POSTaESSTF1 HodzmtA Diaphragm Lim ph, at Sunrise AD orce Applied o ces ebdng Iha e i meets ID • load Hdgltt Lergdt R Saes Uniform Point OTM Uniform Poke OTM Fora Used 10096 o(TaMdared Value See Non (kip) (f (ret) 0.17 ( ti kips) foot -1 ) kl ki ) (foot{I (►Iq Simpson Products 55.50 5.87 • w x at A.B. In Seismic IY.116 Level 4.56345 1.115 45.65 0.1 .8 3.004 A.B. I. Wind jPHUZw/0&L2.POSTaESSTF1 HodzmtA Diaphragm Lim ph, at Sunrise Eat Side West Side SIB Plan Shear Anchorage far above wan Ura reef feet 10.00 Bat Ola. In.) I Cpadg jklps) o.a Shear Wall IV 3 1 0.07 55.50 5.87 • w x s 'A.B. lit $ebmk IY.116 0.100 6.W_ 1.115 PHUZ w x FUST it SSI 916 A.BL I. Seismic 1 1 Horizontal Diaphragm Lengln a Stresses Eat Side West Side Sill Plan Shear Anchorage for above wall line Level 10.00 21.25 0.07 166 3S.17 0.100 20.32 0.699 PH02 w/ DBL 2x POST atSSTB 16 A.1- 9. 10. 1 . 0.17 28 4.49 0.100 4.80 2. PHI)2 w x POST a sS 16 A. Wind 10.00 .00 337 1 .49 0.100 0.S3_.239 PHID2 w/ DBL 2x POST s SSTB 16 A.B. Wind 10.00 21.25 287 61.08 0.100 15.05 2.166 PH02 w/ 0811. 2x POST 6t SM 16 A.0. Horizontal Diaphragm Lengdm at Stresses 10.00 3.00 Eat Slde Wess Si- 10.12 Sill Plan Shear Anchorage for above wall Une 0.30 feet feet PH02 w/ DBL 2x POST at SSTB 16 A.B. Bdt Dia In. ad 11 S ea 4.00 n. o.c c 5.87 • w x s 'A.B. lit $ebmk Level 3.71 10.00 17.00 218 w x 6 lit Seismic 1 1 Horizontal Diaphragm Lengln a Stresses Eat Side West Side Sill Plan Shear Anchorage for above wall line Level 10.00 12.00 0.08 189 22.71 0.100 6.48 1.353 PHD2 w/ DBL 2x POST a SSTB 16 A.B. 6.19 10.00 19.00 0.17 264 SO.23 0.100 12.03 2.010 PHD2 w/ VOL 2x POST a SSTB 16 A.B. Mind 10.00 .00 337 1 .49 0.100 0.S3_.239 PHID2 w/ DBL 2x POST s SSTB 16 A.B. Wind 10.00 12.00 264 31.72 0.100 4.80 2.243 PHD2 w/ DBL 2x POST a SSTB 16 A.B. Horizontal Diaphragm Lengdm a Stresses 10.00 3.00 Eat Side West Ade 10.12 SID Plate Shea Anchorage for above will Um 0.30 Leet feet PH02 w/ DBL 2x POST at SSTB 16 A.B. Bolt Ola, in. Gad H S adn ea 4.00 n. o.c Covp**7007-Sp7dlr Jadwon w x s 'A.B. lit $ebmk Level 3.71 10.00 17.00 218 37.09 0.100 9.63 i.oi5 PHD2 w DBL 2x POST a SSTB 16 A.B. lit Wind 1 1 Horizontal Diaphragm Lengln a Stresses Eat Side West Side Sill Plan Shear Anchorage for above wall line feet 1 feet I 10.00 Bolt Dia. in. G ad kl S osis n. o.c. Shear Will 10 0.17 Covp**7007-Sp7dlr Jadwon w x H320 A.B. lit Sebmk Level 10.00 3.00 0.17 382 11.47 0.100 0.41 3.687 PHOS w/ DBL 2x POST at SSTB20 A.B. 10.00 4.00 0.17 382 15.29 0.100 0.72 3.642 PHDS w/ DBL 2x POST a SSTB20 A.B. • 1 10.00 .00 337 1 .49 0.100 0.S3_.239 PHID2 w/ DBL 2x POST s SSTB 16 A.B. Wind 10.00 3.00 337 10.12 0.100 0.30 3172 PH02 w/ DBL 2x POST at SSTB 16 A.B. 10.00 4.00 337 13.49 0.100 0.53 3.239 PHD2 w/ DBL 2x POST 6t SST816 A.B. Horizontal Diaphragm Longde 6t Stresses Eat Ade West Side SIB Plate Sher Andwrage for above wag line leer (ret) I (pin Bat Ola In. ad k 5 ad m. ac r Covp**7007-Sp7dlr Jadwon I V23/03 - Lateral Analysis - Bennea Res. - R.C.E. Job 2003.100 12.04 It .1 10.00 4.00 Nords•Swc h Dkecdom Story Sher 21.63 kips 5.11 0.100 p Max 1.00 1.098 PHD2 w/ DBL Zx POST a SSTB 16 A.B. lit Sebmic wall well WA Applied oras Applied orces Resisting 0 Resistive es pk menu ID • Load Heft Length p Stress Unlferm Point OTM Uniform Point OTH Pero Used 100% d Tabulated Vakrs Ste Nov 1 (fees (feet 0.06 (p1 kl kips footfl ) (kin (kips) fwNlps) (kips Sim an Pradutu 12.04 3.95 10.00 4.00 0.06 128 5.11 0.100 0.72 1.098 PHD2 w/ DBL Zx POST a SSTB 16 A.B. lit Sebmic Level 10.00 4.00 0.06 128 5.11 0.100 0.72 1.098 PHD2 w/ DBL 2x POST a SST816 A.B. 10.00 4.00 0.06 128 5.11 0.100 0.72 1.098 PHD2 w/ DBL 2x POST a SSTB 16 A.B. 4.87 10.00 4.00 0.06 128 S.11 0.100 0.72 1.098 PHD2 w/ DBL 2x POST a SST816 A.B. 2.28 10.00 4.00 143 5.71 0.100 0.53 1.293 PHD2 w/ DBL 2x POST a SSTB 16 A.B. Wind 10.00 7.00 240 16.82 0.100 1.63 2.170 PHD2 w/ DBL 2x POST a SSTB 16 A.B. 10.00 4.00 143 5.71 0.100 0.53 1.293 PHD2 w/ OK Zx POST at SSTB 16 A.B. Horizontal Diaphragm Length; at Stresses 10.00 4.00 143 S.71 0.100 O.S3 1.293 PHD2 w/ DBL 2x POST at SST816 A.B. Bolt DI.. In, ad(kips) Spacing 10.00 4.00 0.500 0.818 36 in. o.c. 143 5.71 0.100 0.53 1.293 PHD2 w/ DBL 2x POST a SSTS16 A.B. Hoehontal Diaphragm Lengdo a Stresses Pat Side WestAde Sill Plate Sher Anchorage for above wall Me feet feet Lkl Boit Dia M. 5 ad She> WaU IO I 0.500 0.919 46 in. o.t 2 3.95 10.00 8.00 0.09 195 15.62 0.100 2.88 1.593 PHD2 w/ D8L 2x POST ¢ SSTB 16 A.B. "t Seismic Level 10.00 7.00 0.09 195 13.67 0.100 2.21 1.638 PHD2 w/ DBL 2x POST a 557816 A.B. 10.00 5.25 0.09 19S 10.25 0.100 1.24 1.717 PHD2 w/ DBL 2x POST a SSTB 16 A.B. 4.87 10.00 8.00 240 19.22 0.100 2.13 2.136 PHD2 w/ DBL 2x POST a SSTB 16 A.B_ Wind 10.00 7.00 240 16.82 0.100 1.63 2.170 PHD2 w/ DBL 2x POST a SSTB 16 A.B. 10.00 SIS 240 12.62 0.100 0.92 2.228 PHD2 w/ DBL 2x POST a SST816 A.B. Horizontal Diaphragm Length; at Stresses EnSide t West Side Sill Plate Sher Anchorage for above 'wall line ISh-WAID feet I feet I Bolt DI.. In, ad(kips) Spacing 2 0.500 0.818 36 in. o.c. 3 8.28 10.00 13.50 0.09 193 26.00 0.100 8.20 1.318 PHD2 w/ DBL 2x POST a SSTB 16 A.B. lit Seismic Level 10.00 20.50 0.09 193 39.48 0.100 18.91 1.003 PHD2 w/ DBL 2x POST a SSTB 16 A.B. 10.00 9.00 0.09 193 17.33 0.100 3.6S 1.521 PHD2 w/ DBL 2x POST 6 SSTB 16 A.B. 10.96 10.00 13.50 255 34.49 0.100 6.08 2.105 PH02 w/ DBL 2x POST at SSTB 16 A.B. Wind 10.00 20.50 2SS S2.37 0.100 14.01 1.671 PHD2 w/ DBL 2x POST at SST816 A.& 10.00 9.00 255 22.99 0.100 2.70 2.255 PH02 w/ DBL Zx POST at SSTB16 A.B. HorhonW Diaphragm Lengths S Stresses Eat Ade West Side Sin Plate Sher Anchorage for above wall line feet I het Beit Dia, in.(kips)Sad 11 Sher Wall 10 2 0.500 0.818 1 36 M. o.c c4pow"I •SP)Idf. fofMve 12/23/03 . Lateral Analysis . Bennett Res. • R.C.E. Job 2003.100 4 3.93 10.00 3.7S 0.07 157 5.89 0.100 0.63 1.402 PH02 w/ DBL 2x POST at SSTB 16 A.B. 1st Sehmic level 10.00 3.75 0.07 157 S.89 0.100 0.63 1.402 PHD2 w/ DBL 2x POST a SSTB16 A.B. 5.56 10.00 3.75 0.07 I S7 5.89, 0.100 0.63 1.402 PHD2 w/ D8L 2x POST 6 SSTB 16 A.B. Wind 10.00 3.7S 0.07 1 S7 5.89 0.100 0.63 1.402 PHD2 w/ DBL 2x POST a SSTB 16 A.B. 10.00 5.00 0.07 157 7.8S 0.100 1.13 1.346 PHD2 w/ DBL 2x POST a SSTB16 A.B. Hwizmtal Diaphragm Length a Stressn 10.00 S.00 0.07 157 7.8S 0.100 1.13 1.346 PHD2 w/ DBL 2x POST B SST816 A.B. 4.48 10.00 3.75 0.500 0.818 IB In. o.o. 176 6.SB 0.100 0.47 1.630 PHD2 w/ DBI 2x POST a SST816 A.B. Wind 10.00 3.7S 176 6.S8 0.100 0.47 1.630 PHD2 w/ DBL 2x POST a SSTB 16 A.B. 10.00 4.00 176 7.02 0.100 0.53 1.622 PHD2 w/ DBL 2x POST a SSTB 16 A.B. 10.00 4.00 176 7.02 0.100 0.53 1.622 PHD2 w/ DBL 2x POST a SSTB 16 A.B. 10.00 5.00 176 8.78 0.100 0.83 1.588 PH02 w/ DBL 2x POST at SSTB 16 A.B. 10.00 5.00 - 176 8.78 0.100 0.83 I.58B PHD2 w/ DBL 2x POST a SSTB 16 A.B. Horizontal Diaphragm Length a Stmm ' Fast Side Wet Side Sill Plate Shear Anchorage for above wag Me feet feet Bolt Dia, In. Gad H 5 ad Sher Wall ID 1 0.500 0.81 B 48 In. o.c 6 3.42 10.00 6.75 0.11 254 17.12 0.100 2.OS 2.233 PHD2 w/ DBL 2x POST a SSTB 16 A.B. Ist Seismic Leeel 10.00 6.75 0.11 2S4 17.12 0.100 2.05 2.233 PHD2 w/ DBL 2x POST a SSTB 16 A.B. 5.56 10.00 6.75 412 27.82 0.100 1.52 3.896 PHOS w/ DBL 2x POST a SST820 A.B. Wind 10.00 6.7S 412 27.82 0.100 1.52 3.896 PHDS w/ DBL 2x POST a SSTB20 A.B. Hwizmtal Diaphragm Length a Stressn Fnt SldeWest Side Sill Plate Shear Anchorage for above wall 8ne feet I feet I Bolt Db. in. ad t 5 acn Shear WIII ID 5 28 199L 0.500 0.818 IB In. o.o. CAP,r+w 2001 • Sp)f*r So/llrw. P, 61 COMPANY PROJECT R.C.E. BENNET WoodWorks3060 Thorntree Dr.#10 Chico CA 95973 (530) 894-8833; fax (530) 894-8882 SOFTWARE FOR WOOD DESIGN cj@r-c-e.com R.C.E. 2003.100 Oct. 2, 2003 11:31:02 Beaml.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft) Start - End - Start End 1 Dead Full Area --�— 24 (10.00) 2 Constr. Full Area 16 (10:00)i *Tributary Width (ft) — MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : Pattern Load? No Yes 21'-6" 2580 1720 4300 - 1.3 Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x15" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value rDeign- Value Analysis/DesignShear — fv @d 79 v'= 237Bending(+) fb = 1443 b' = 2927 fb/Fb' = 0.49 Live Defl'n 0.30 = L/870 72 = L/360 0.41 Total Defl'n 0.96 = L/267 08 = L/240 0.90 ADDITIONAL DATA: FACTORS: 0' Dead _ 258 -01 - Live 1720 2400 1.25 Total 4300 1.00 0.976 1.00 1.00 2 Bearing: - - - --- Length 1.3 — Pattern Load? No Yes 21'-6" 2580 1720 4300 - 1.3 Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x15" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value rDeign- Value Analysis/DesignShear — fv @d 79 v'= 237Bending(+) fb = 1443 b' = 2927 fb/Fb' = 0.49 Live Defl'n 0.30 = L/870 72 = L/360 0.41 Total Defl'n 0.96 = L/267 08 = L/240 0.90 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 0.976 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 23112 lbs -ft Shear : LC# 2 = D+C, V = 4300, V@d = 3800 lbs Deflection: LC# 2 = D+C EI=2594.49e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This Is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY PROJECT R.C.E. BENNET WoodWorks® 3060 Thorntree Dr.#10 Chico CA 95973 (530)894-8833;fax(530) 894-8882 cj@r-c-o.com R.C.E. 2003.100 Oct. 2, 2003 11:36:36 Beam2.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Shear fv @d = 81 Fv' = End _ 1 Dead Trapezoidal _.Start,_ 432 3b0.00 _2 Constr. Trapezoidal _ 288_ 200.00 Location (ft] IPattern Start End Load? 0.00 10.50 No 0.00 10.50 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0`. 10'-6" Dead 2037 1806 Live 1358 1204 Total 3395 3010 Bearing:_ --- Length 1.0 1.0 Timber -soft, D.Fir-L, No. 1, 6x10" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Desiqn Value_ Analysis/Design Shear fv @d = 81 Fv' = 106 fv/Fv' = 0.77 Bending(+) fb = 1221 Fb' = 1687 fb/Fb' = 0.72 Live Defl'n 0.11 = <L/999 0.35 = L/360 0.30 Total Defl'n 0.34 = L/365 0.52 = L/240 0.66 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) Fcp'= 625 1.00 1.00 E' = 1.6 million 1.00 1.00 Bending(+): LC# 2 = D+C, M = 8421 lbs -ft Shear : LC# 2 = D+C, V = 3395, V@d = 2832 lbs Deflection: LC# 2 = D+C EI= 628.73e06 lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) Cr LC# 1.00 2 2 2 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. p� 65 COMPANY R.C.E. WoodWorks`� (53 0 T94-88 3; Dr.fax (53 Chico CA 95973 (530)894-8833; fax (530)894-8882 SOFFWARE FOR WOOD DESIGN ci@r-c-e.com Oct. 2, 2003 11:37:42 Design Check Calculation Sheet LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft] 'Pattern Start End Start End ;Load? 1 Dead Full Area 29 (18.00) No 2 Constr. Full Area _— —16— (18.00) 1 Yes *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : PROJECT BENNET R.C.E. 2003.100 Beam3.wwb Bending(+): LC# 2 = D+C, M = 30802 lbs -ft Shear : LC# 2 = D+C, V = 6660, V@d = 5670 lbs Deflection: LC# 2 = D+C EI=3953.27e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: — 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This Is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 0' 18'-6•• Dead 39961 SECTION vs. 3996 Live 2669 2669 Total 6660' Shear Bearing: fv -@d = 101 --- fv/Fv' 0.92 Length_ Bending(+) fb = 1589 Bending(+): LC# 2 = D+C, M = 30802 lbs -ft Shear : LC# 2 = D+C, V = 6660, V@d = 5670 lbs Deflection: LC# 2 = D+C EI=3953.27e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: — 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This Is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x16-1/2" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion- Analysis Value Design Value_ Analysis/Design Shear —_ fv -@d = 101 Pv' = 237 fv/Fv' 0.92 Bending(+) fb = 1589 Fb' = 2993 fb/Fb' = 0.59 Live Defl'n 0.22 = <L/999 0.62 = L/360 0.36 Total Defl'n 0.71 = L/310 0.92 = L/290 0.77 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cv Cfu Cr LC# Fb'+= 2900 1.25 1.00 1.00 1.000 1.00 0.981 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 30802 lbs -ft Shear : LC# 2 = D+C, V = 6660, V@d = 5670 lbs Deflection: LC# 2 = D+C EI=3953.27e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: — 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This Is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). ?$ 64 COMPANY PROJECT R.C.E. BENNET WoodWorks 3060 Thorntree Dr.#10 Chico CA 95973 (530) 894-8833; fax (530) 894-8882 SOFFWAYE FOR WOOD DESIGN cj@r-c-o.com R.C.E. 2003.100 Nov. 19, 2003 13:03:22 Beam4.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or pif ) {Load Type Distribution Magnitude Location _ Total ..Start End Start 1 Dead Parf ai Area 29 (18.00) 0.00 2 Constr. Partial Area 16 (18.00) 0.00 3 Dead Point 1677 8.00 4 Constr. Point 1214 8.00 5 Dead Triangular 192 0.00 8.00 6 Constr. Triangular 128 0.00 8.00 *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : [ft] 'Pattern End 'Load? 8.00 No 8.00 Yes No No L2.50 No 12._50 No 12'-6" _ ...---------- 2508 1733 4241 - -- --- 1.3 Glulam-Simple, VG West.DF, 24F -V4,5 -118x12" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design Value Analysis/Design Shear fv @d i- -� Fv' = 237 I fv/Fv' = 0.95 Bending(+) fb = 1783 ! Fb' = 3000 fb/Fb' = 0.59 Live Defl'n 0.15 = L/983 0.42 = L/360 0.37 Total Defl'n 0.49 = L/309-1-0.63-= L/240 I 0.78 ADDITIONAL DATA: - FACTORS: F CD CM Ct CL CF CV Cfu Cr Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 Fv' = 190 1.25 1.00 1.00 Fcp'= 650 1.00 1.00 E' = 1.8 million 1.00 1.00 LC# 2 2 2 Bending(+): LC# 2 = D+C, M = 18278 lbs -ft Shear : LC# 2 = D+C, V = 5130, V@d = 9910 lbs Deflection: LC# 2 = D+C EI=1328.38e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This Is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 0' Dead30571 Live 2073 Total 5130 Bearing: -- Length -- 1.5� 12'-6" _ ...---------- 2508 1733 4241 - -- --- 1.3 Glulam-Simple, VG West.DF, 24F -V4,5 -118x12" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design Value Analysis/Design Shear fv @d i- -� Fv' = 237 I fv/Fv' = 0.95 Bending(+) fb = 1783 ! Fb' = 3000 fb/Fb' = 0.59 Live Defl'n 0.15 = L/983 0.42 = L/360 0.37 Total Defl'n 0.49 = L/309-1-0.63-= L/240 I 0.78 ADDITIONAL DATA: - FACTORS: F CD CM Ct CL CF CV Cfu Cr Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 Fv' = 190 1.25 1.00 1.00 Fcp'= 650 1.00 1.00 E' = 1.8 million 1.00 1.00 LC# 2 2 2 Bending(+): LC# 2 = D+C, M = 18278 lbs -ft Shear : LC# 2 = D+C, V = 5130, V@d = 9910 lbs Deflection: LC# 2 = D+C EI=1328.38e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This Is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 665 COMPANY WoodWorksR.C.E. 3060 Thorntree Dr.#10 Chico CA 95973 (530)894-8833; fax (530)894-8882 SOFTWARE FOA WOOD DESIGN cj@r-c-e.com Nov. 22, 2003 09:12:56 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) — – -- -- - - —------------- - Load Type Distribution Magnitude Location [ft) Pattern _ _ Start EndStart End Load? 1 Dead Full Area 29 (28.00) No 2 Constr. Full Area 16 (28.00) Yes *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : PROJECT BENNET R.C.E. 2003.100 BeamS.wwb 0' S' Dead 26881 2688 Live 1792 1792 Total 99801 9980 Bearing: -- Fv/Fv C Length — 1:3 -- - 1.3 Timber -soft, D.Fir-L, No. 1, 6x10"_�� �- 1687 Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 Live Defl'n SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion_ Analysis Value_ Design Value Analysis/Desi _ Shear fv @d = 103 Fv' = 106 Fv/Fv C Bending(+) fb = 1300 Fb' = 1687 fb/Fb' = C Live Defl'n 0.07 = <L/999 0.27 = L/360 0. Total_Defl'n 0.21 = L/449,_ __0.90 = L/290 I 0. ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) Fcp'= 625 1.00 1.00 E' = 1.6 million 1.00 1.00 gn .97 .77 25 53 Cr LC# 1.00 2 2 2 Bending(+): LC# 2 = D+C, M = 8960 lbs -ft Shear : LC# 2 = D+C, V = 9980, V@d = 3593 lbs Deflection: LC# 2 = D+C EI= 628.73e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. V3 66 COMPANY R.C.E. WoodWorks® 3060 Thorntree Dr.#10 Chico CA 95973 (530)894-8833;fax(530) 894-8882 cj@r-c-e.com Oct. 2, 2003 16:00:56 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] ;Pattern Start End Start End Load? 1 Dead Full Area 29 (9.00) No 2 Constr. Full Area 16 (9.00)1 _ i Yes *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' r -s^ Dead 1376 Live 917 Total 2293 Bearing: Timber -soft, D.Fir-L, No. 1, 6x8" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) - --- -- - - ----- -- -- - - Criterion _ _ Analysis Value - Design Value Analysis/Design Shear f @d = 56 Fv' = 106 fv/Fv' = 0.52 Bending(+) fb = 917 Fb' = 1500 fb/Fb' = 0.61 Bending(-) fb = 99 Fb' = 1500 fb/Fb' = 0.06 Live Defl'n 0.09 = L/917 0.10 = L/180 0.93 Total Defl'n 0.13 = L/139 0.15 = L/120 0:86 ; (a cantilever span governs deflection) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 11000 1.00 1.00 9 Fb'-= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 9 PROJECT BENNET R.C.E 2003.100 Beam6.wwb 11' 1000 689 1689 1.0 Bending(+): LC# 9 = D+C (pattern: C), M = 3991 lbs -ft Bending(-): LC# 2 = D+C, M = 905 lbs -ft Shear : LC# 2 = D+C, v = 1753, V@d = 1528 lbs Deflection: LC# 9 = D+C (pattern: C) EI= 309.37e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. ----- -- _ _ - ---- -. . _-- COMPANY R.C.E. WoodWorks® (63 0 T94-88 3; Dr.#10 Chico CA 95973 (530)894-8833; fax (530)894-8882 SOFTWARE FOR WOOD DESIGN cj@r-c-e.com Nov. 22, 2003 09:09:50 Design Check Calculation Sheet LOADS: ( lbs, psf, or pif ) -'rripuLary wioLn tiLp MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Type Distribution Magnitude Location (ft] 1904 Total 4403 Start S tar_t_ End [Load 1 Dead_ ___ Full Area _ _End 21 -(28.00) _ _ 2 Constr. Full Area 16 (28.00) -'rripuLary wioLn tiLp MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Pattern Load? _ No Yes ---- ----- -------- - .... -- -- -- -- - _. _. _...- - — - — ..... .- -_ ..-. .. . Timber -soft, D.Fir-L, No. 1, 6x10" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Crite_r_i_on 0' Dead 2499 Live 1904 Total 4403 Bearing: fv%F Length 1.3 Pattern Load? _ No Yes ---- ----- -------- - .... -- -- -- -- - _. _. _...- - — - — ..... .- -_ ..-. .. . Timber -soft, D.Fir-L, No. 1, 6x10" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Crite_r_i_on Analysis Value_ Value Analys i Shear fv @d _Design 103 Fv' = _ 106 fv%F Bending(+) fb = 1357 Fb' = 1687 fb/F Live Defl'n 0.08 = <L/999 0.28 = L/360 Total Defl'n 0.25 = L/410 0.43 = L/240 s/Design 0.97 b' = 0.80 0.30 0.58 ADDITIONAL DATA:— FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 9356 lbs -ft Shear : LC# 2 = D+C, V = 4403, V@d = 3583 lbs Deflection: LC# 2 = D+C EI= 628.73e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: — 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. PROJECT BENNET R.C.E. 2003.100 Beam7.wwb 8.-8,. -------------------- 2499 1904 4403 1.3 COMPANY R.C.E. WoodWorks3060 Thorntree Dr.#10 Chico CA 95973 (530) 894-8833; fax (530) 894-8882 tOFFWARF FOR WOOD DIMN cj@r-c-e.com Oct. 2, 2003 13:17:34 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Typej Distribution Magnitude Location [ft] Pattern StartEnd Start End !Load?1 DeadFull Area 29 (28.00) i No 2 ConsFull Area 16 (28.00) _Yes *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : PROJECT BENNET R.C.E. 2003.100 Beam8.wwb Bending(+): LC# 2 = D+C, M = 10115 lbs -ft Shear : LC# 2 = D+C, V = 9760, V@d = 3687 lbs Deflection: LC# 2 = D+C EI=1115.29e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 0' Dead 2856 2856 Live 1909 1909 Total 9760 9760 Bearing: - - Length-- 1.4 ---- - --- --- - -- 1.4 Bending(+): LC# 2 = D+C, M = 10115 lbs -ft Shear : LC# 2 = D+C, V = 9760, V@d = 3687 lbs Deflection: LC# 2 = D+C EI=1115.29e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Timber -soft, D.Fir-L, No. 1, 6x12" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design—_Value Analysis/Design Shear fv @d = 87 Fv' = 106 fv/Fv' = 0.82 Bending(+) fb = 1001 Fb' = 1687 fb/Fb' = 0.59 Live Defl'n 0.05 = <L/999 0.28 = L/360 0.17 Total Defl'n 0.15 = L/665 0.93 = L/290 0.36 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 10115 lbs -ft Shear : LC# 2 = D+C, V = 9760, V@d = 3687 lbs Deflection: LC# 2 = D+C EI=1115.29e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. eg" COMPANY R.C.E. WoodWorks® (63 0 T94-88 3; Dr.fax (6 Chico CA 95973 (530)894-8833; fax (530)894-8882 90"WARF FOR WOOD DEMN cj@r-c-e.com Oct. 2, 2003 13:21:08 Design Check Calculation Sheet LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude - Location [ft] Pattern Start End _ Start End Load? _ 1 Dead Trapezoidal 1,92 432.00 0.00 16.00 No 2 Constr. Trapezoidal 128 288.00 0.00 16.00 i No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : PROJECT BENNET R.C.E. 2003.100 Beam9.wwb 16' 2816 1877 4693 -- -- 1.9 Glulam-Simple, VG West.DF, 24F -V4, 5-118x12" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) CriterionAnalysis Value Design- Value _ Analysis/Design Shear fv @d = 97 Fv' = 237 fv/Fv - 0.91 jl Bending(+) fb = 1627 Fb' = 3000 fb/Fb' Live Defl'n 0.23 = L/831 0.53 = L/360 0.43 Total Defl'n 0.75 = L/255 0.80 = L/290 0.94 ADDITIONAL DATA: - FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 16677 lbs -ft Shear : LC# 2 = D+C, V = 4693, V@d = 3990 lbs Deflection: LC# 2 = D+C EI=1328.38e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: ------ .---- -- _----_- -- - 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 113 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. S. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). 0' Dead 2176 Live 1451 Total 3627 Bearing: --- - -- ----- -- Length PROJECT BENNET R.C.E. 2003.100 Beam9.wwb 16' 2816 1877 4693 -- -- 1.9 Glulam-Simple, VG West.DF, 24F -V4, 5-118x12" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) CriterionAnalysis Value Design- Value _ Analysis/Design Shear fv @d = 97 Fv' = 237 fv/Fv - 0.91 jl Bending(+) fb = 1627 Fb' = 3000 fb/Fb' Live Defl'n 0.23 = L/831 0.53 = L/360 0.43 Total Defl'n 0.75 = L/255 0.80 = L/290 0.94 ADDITIONAL DATA: - FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 16677 lbs -ft Shear : LC# 2 = D+C, V = 4693, V@d = 3990 lbs Deflection: LC# 2 = D+C EI=1328.38e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: ------ .---- -- _----_- -- - 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 113 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. S. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). P56ro COMPANY PROJECT R.C.E. BENNET WoodWorks� 3060 Thorntree Dr.#10 Chico CA 95973 (530)894-8833;fax(530) 894-8882 cj@r-c-o.com R.C.E. 2003.100 Oct. 2, 2003 12:05:10 Beam10.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft) iPattern _ Start End_ _ Start— __End 1Load? 1 Dead Full Area 24 (18.60)' — No 2 - Const r_ Full Area-__- 16 _ (18.00) ' ; Yes _ *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 13' - - ----- ------ 2808 1872 4680 -- 1.9 — Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x12" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criteri_o_nAnalysis value Design-- Value Analysis/Design Shear - fv @d 97 Fv' = 237 fv/Fv' = 0.91 Bending(+) fb = 1484 Fb' = 3000 fb/Fb' = 0.49 Live Defl'n 0.14 = <L/999 0.43 = L/360 0.32 Total Defl'n 0.45 = L/344 0.65 = L/240__1— -__— _-0:70 ADDITIONAL DATA: 0' Dead 2808 _.,--------------. _ - ----------------_. Live 1872 Total 4680 Bearing: --- Length 1.4 13' - - ----- ------ 2808 1872 4680 -- 1.9 — Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x12" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criteri_o_nAnalysis value Design-- Value Analysis/Design Shear - fv @d 97 Fv' = 237 fv/Fv' = 0.91 Bending(+) fb = 1484 Fb' = 3000 fb/Fb' = 0.49 Live Defl'n 0.14 = <L/999 0.43 = L/360 0.32 Total Defl'n 0.45 = L/344 0.65 = L/240__1— -__— _-0:70 ADDITIONAL DATA: FACTORS: F CD Fb'+= 2400 1.25 Fv' = 190 1.25 Fcp'= 650 E' = 1.8 million CM Ct CL CF CV Cfu Cr LC# 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 1.00 1.00 2 1.00 1.00 - 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 15210 lbs -ft Shear : LC# 2 = D+C, V = 4680, V@d = 3960 lbs Deflection: LC# 2 = D+C EI=1328.38e06 lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used In the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 113 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. S. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Pjg t COMPANY WoodWorksR.C.E. 3060 Thorntree Dr.#10 Chico CA 95973 (530) 894-8833; fax (530) 894-8882 SOFTWARE FOR WOOD DESIGN cj@r-c-e.com Nov. 19, 2003 13:35:06 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude 6.75 No 0.00 6.75 Start En_d_ 1 Dead Partial Area 29 (27 50) 2 Constr. Partial Area 16 (27.50) 3 Dead Point 0.32 = 2092 9 Constr. Point Total Defl'n 1515 4-8 = 5 Dead Partial UDL 216 216.00 6 Constr. Partial UDL 199 199_.00_ *Tributary Width (ft) CV Cfu Cr LC# Location [ft) Pattern Start_ End Load? 0.00 6.75 No 0.00 6.75 Yes 6.75 -Value 237 No 6.75 0.58 Yes 6.75 9.50 No 6.75 -9.50 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : PROJECT BENNET R.C.E. 2003.100 Beaml l .wwb 0, 9'-6" Dead 3569 3577 Live 2911 2970 Total 5975 6097 Bearing: _Length -1.8 - -- -_.-- - .. - ---- - --- --- - - -- 1.8 ------------- ------------ --- ------------------------ ---------- Glulam-Simple, VG West.DF, 241744, 5-118x12" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Crite_r_i_on_-_ Analysis Design - Analysis/Des_ign Shear -Value_ fv @d = 139 Fv' = -Value 237 fv/Fv' = 0.58 Bending(+) fb = 1583 Fb' = 3000 fb/Fb' = 0.53 Live Defl'n 0.08 = <L/999 0.32 = L/360 0.25 Total Defl'n 0.26 = _L/_446-___-0_. 4-8 = L/290 0.59 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2900 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 16225 lbs -ft Shear : LC# 2 = D+C, V = 6097, V@d = 5687 lbs Deflection: LC# 2 = D+C EI=1328.38e06 lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY PROJECT R.C.E. BENNET WoodWorks® (53 0 T94-88 3; Dx (53 Chico CA 95973 (530)894-8833; fax (530)894-8882 50frWARf FOR WOOD DefICN cj@r-c-o.com R.C.E. 2003.100 Nov. 14, 2003 10:50:32 Beaml2.wwb Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Start End_ Location [ _Start 5.00 1 _ Dead - Point 1611 2 Constr. Point 1166 5.00 3 Dead Point 1230 7.00 4 Constr. Point 890 7.00 5 Dead Trapezoidal 72 192.00 0.00 - 6 Constr. _Trapezoidal 48 128.00 _ 0.00 ft] Pattern End Load? No t No No No 5.00 No 5 :00 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : - - Timber -soft, D.Fir-L, No. 1, 6x12" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 br-t. I IUN vs. utJIt514 Louuc NDS -1997: (stress=psi, and in) Criterion- _Analysis Value__ Design _ Value Analysis/Design Shear - fv @d = 95 Fv' = 106 fv/Fv' 0.89 Bending(+) fb = 763 Fb' = 1687 fb/Fb' = 0.45 Live Defl'n 0.03 = <L/999 0.27 = L/360 0.11 Total Defl'n 0.09 = <L/999 0.40 = L/240 0.22 ADDITIONAL DATA: 0' --- Dead ---1180 - ------------ Live 830 Fcp'= Total 2011 1.6 million Bearing: -------- --- --- -- Length 1. ---------.._---- - - Timber -soft, D.Fir-L, No. 1, 6x12" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 br-t. I IUN vs. utJIt514 Louuc NDS -1997: (stress=psi, and in) Criterion- _Analysis Value__ Design _ Value Analysis/Design Shear - fv @d = 95 Fv' = 106 fv/Fv' 0.89 Bending(+) fb = 763 Fb' = 1687 fb/Fb' = 0.45 Live Defl'n 0.03 = <L/999 0.27 = L/360 0.11 Total Defl'n 0.09 = <L/999 0.40 = L/240 0.22 ADDITIONAL DATA: FACTORS: F CD Fb'+= 1350 1.25 Fv' = 85 1.25 Fcp'= 625 E' = 1.6 million CM Ct CL 1.00 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.00 CF CV Cfu 1.00 1.000 1.00 (CH = 1.000) Cr LC# 1.00 2 2 2 Bending(+): LC# 2 = D+C, M 7712 lbs -ft Shear : LC# 2 = D+C, V = 3986, V@d = 3986 lbs Deflection: LC# 2 = D+C EI=1115.29e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. a• 2321 1666 3986 1.2 Pja1Z COMPANY R.C.E. Wood Wo r ks' 3060 Thorntree Dr.#10 Chico CA 95973 (530) 894-8833; fax (530) 894-8882 SOFMARF FOR WOOD DEMN cj@r-c-e.com Nov. 22, 2003 09:07:44 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution ` Magnitude Location [ft] iPattern _ _Start End Start End Load? 1 Dead Full Area 29 (19.00) No 2 Constr. Full Area _ _ 16 (19:00) I `No_ *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion_ Analysis Value_ _ Design .___Value,___ Analysis/Design he Sar fv @d = 59 — Fv' = 106 Bending(+) fb = 582 Fb' = 1687 fb/Fb' = 0.35 Live Defl'n 0.02 = <L/999 0.22 = L/360 0.09 Total Defl'n 0.06 = <L/999 0.32 = L/290 0.19 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) Fcp'= 625 1.00 1.00 E' = 1.6 million 1.00 1.00 LC# 2 2 2 PROJECT BENNET R.C.E. 2003.100 Beaml 3.wwb Bending(+): LC# 2 = D+C, M = 9019 lbs -ft Shear : LC# 2 = D+C, V = 2970, V@d = 1868 lbs Deflection: LC# 2 = D+C EI= 628.73e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow w=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 6,-6" 1982 988 2970 1.0 f3 S8 0' Dead 1982 Live 988 Total2970 Bearing: --------------------------- -. _._.. ---....... .._.. Length 1.0 Timber -soft, D.Fir-L, No. 1, 6x10" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion_ Analysis Value_ _ Design .___Value,___ Analysis/Design he Sar fv @d = 59 — Fv' = 106 Bending(+) fb = 582 Fb' = 1687 fb/Fb' = 0.35 Live Defl'n 0.02 = <L/999 0.22 = L/360 0.09 Total Defl'n 0.06 = <L/999 0.32 = L/290 0.19 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) Fcp'= 625 1.00 1.00 E' = 1.6 million 1.00 1.00 LC# 2 2 2 PROJECT BENNET R.C.E. 2003.100 Beaml 3.wwb Bending(+): LC# 2 = D+C, M = 9019 lbs -ft Shear : LC# 2 = D+C, V = 2970, V@d = 1868 lbs Deflection: LC# 2 = D+C EI= 628.73e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow w=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 6,-6" 1982 988 2970 1.0 f3 S8 COMPANY PROJECT RCE BENNET 3060 Thorntree Drive Ste. #10 R.C.E. 2003.100 Chico, CA 95973 Beam14 (530)894-8833 Design Check Calculation Sheet Sizer 2004 LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location (ft] Pattern Start End Start End Load? 0 Loadl Dead Full Area 21.00 (8.00)* No Load2 Constr. Full Area 16.00 (8.00)* Yes T.M2D Dead Point 550 7.50 No T.M2L Constr. Point 760 7.50 No 'Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 15' Dead 1535 1535 Live 1390 1390 Total 2875 2875 Bearing: LC number 2 2 Length 1.0 1.0 Timber -soft, D.Fir-L, No. 1, 6x12" Lateral support: top= full, bottom= at supports; Load combinations: ASCE 7-98; SECTION vs. DESIGN CODE NDS -2001: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv = 61 Fv' = 212 fv/Fv' = 0.29 Bending(+) fb = 1310 Fb' = 1687 fb/Eb' = 0.78 Live Defl'n 0.21 = L/893 0.50 = L/360 0.93 Total Defl'n 0.56 = L/320 0.75 = L/290 .75 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 1350 1.25 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 170 1.25 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+C, M = 13237 lbs -ft Shear : LC# 2 = D+C, V = 2875, V design = 2591 lbs Deflection: LC# 2 = D+C EI=1115.29e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 0 COMPANY R.C.E. WoodWorks® 3060 Thorntree Dr.#10 Chico CA 95973 (530)894-8833;fax(530) 894-8882 cj@r-c-e.com Nov. 14, 2003 10:16:18 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? 1 Dead Triangular 96 0.00 8.00 12.00 No 2 Constr. Triangular 69 0.00 8.00 12.00 I Yes 3 Dead Partial Area 29 (3.00) 0.00 8.00 No 9 Constr. Partial Area 16 (3.00)i 0:00_ 8.00 I No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : PROJECT BENNET R.C.E. 2003.100 facia.wwb 12' •------_-------------- 391 228 569 _ - _- -- - 1.0 0' Dead 927 Load combinations: ASCE 7-95 Live 289 Total 711 Bearing: -- -- ---- --- - ---- .--_ ---._ . .. Length---- 1.0 ------ ---------- PROJECT BENNET R.C.E. 2003.100 facia.wwb 12' •------_-------------- 391 228 569 _ - _- -- - 1.0 Bending(+): LC# 2 = D+C, M = 2107 lbs -ft Shear : LC# 2 = D+C, V = 711, V@d = 619 lbs Deflection: LC# 2 = D+C EZ= 158.29e06 lb -int Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Lumber-soft, D.Fir-L, No.2, 2x10" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion_ Analysis Value Design- Value Analysis/Design Shear fv @d = 67 Fv' = 119 fv/Fv' _ 0.56 Bending(+) fb = 1182 Fb' = 1237 fb/Fb' = 0.96 Live Defl'n 0-.19 = <L/999 0.90 = L/360 0.39 Total Defl'n 0.95 = L/323 0.60_= L/240 0.79 ADDITIONAL DATA: - FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 2107 lbs -ft Shear : LC# 2 = D+C, V = 711, V@d = 619 lbs Deflection: LC# 2 = D+C EZ= 158.29e06 lb -int Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. $ B16 COMPANY WoodWorksR.C.E. 3060 Thorntree Dr.#10 Chico CA 95973 (530)894-6833; fax (530)894-8882 SOFFWARF FOR WOOD OWGN cj@r-c-e.com Nov. 22, 2003 14:37:32 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft) 'Pattern _ StartEnd Start End Load? 1 Dead Fu11 Area 15 (12.00) No 2 Live Full Area- -_ 40-(12_00) -Yes *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) PROJECT BENNET R.C.E. 2003.100 Floor Girt.wwb 6' 12' 18' 1188 1188 432 3456 3456 1296 4644 4644 1728 Lumber -soft, D.Fir-L, No.1, 4x10" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE 0' Dead 4321 Live 1296 Design Total 1728 Shear Bearing: -- Fv' = Length 1.0 = 0.93 PROJECT BENNET R.C.E. 2003.100 Floor Girt.wwb 6' 12' 18' 1188 1188 432 3456 3456 1296 4644 4644 1728 Lumber -soft, D.Fir-L, No.1, 4x10" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) - CD Criteri_o_n Analysis Value_ Design Value Analysis/Design Shear fv @d = 89 Fv' = 95 fv/Fv' = 0.93 Bending(+) fb = 544 Fb' = 1200 fb/Fb' = 0.45 Bending(-) fb = 640 Fb' = 1197 fb/Fb' = 0.53 Live Defl'n 0.03 = <L/999 0.20 = L/360 E' = 0.14 Total Defl'n 0.04 = <L/999 0.30 = L/240 0.13 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1000 1.00 1.00 1.00 1.000 1.20 1.000 1.00 1.00 7 Fb'-= 1000 1.00 1.00 1.00 0.998 1.20 1.000 1.00 1.00 5 Fv' = 95 1.00 1.00 1.00 (CH = 1.000) 5 Fcp'= 625 1.00 1.00 - E' = 1.7 million 1.00 1.00 7 Bending(+): LC# 7 = D+L (pattern: L -L), M = 2262 lbs -ft Bending(-): LC# 5 = D+L (pattern: LL_), M = 2664 lbs -ft Shear : LC# 5 = D+L (pattern: LL_), V = 2424, V@d = 1915 lbs Deflection: LC# 7 = D+L (pattern: L -L) EI= 392.42e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 213 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. P�[311 COMPANY R.C.E. WoodWorks� (63 0 T94-88 3; Dr.fax (53 Chico CA 95973 (530)894-8833; fax (530)894.8882 SOFTWARE FOR WOOD DESIGN cj@r-c-e.com Nov. 22, 2003 09:31:38 Design Check Calculation Sheet LOADS: ( lbs, psf, or Of ) Load Type Distribution Magnitude -Location (ft] iPattern Start E_nd� Start End Load? 1 --Dead Full Area --- --- 24 - (29 0) * -- - - - -.- - _' No -- 2 Constr. Full Area 16 (29.0) ; Yes - --- -�- --- -- - -. - -- _... - _ . 0)_I- . _ _ ... -- --- 'Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 5' Dead Analysis 540 Value_ Live Shear - 360 47 Fv' = Total fv/Fv' 901 fb = Bearing: Length --- - --- -- - ------ 0. 0 -- - ---- -- -i -- -- . _ 1: 0 L._..__. PROJECT BENNET R.C.E 2003.100 outriger.wwb 15' 180 160 340 1.0 Lumber -soft, D.Fir-L, No.2, 2x10" Spaced at 24" c/c; Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value_ Design Value_ Analysis/De Shear - fv @d = 47 Fv' = 119 fv/Fv' Bending(+) fb = 406 Fb' = 1423 fb/Fb' _ Bending(-) fb = 561 Fb' = 1200 fb/Fb' _ Live Defl'n 0.10 = L/599 0.50 = L/120 Fv' = Total Defl'n 0.16 = L/371 0.67 = L/90 (CH = (a cantilever span governs aeriection) ADDITIONAL DATA:_-_.----_._-_----___.__.. 0.40 0.28 0.47 1.20 x.29 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.15 4 Fb'-= 900 1.25 1.00 1.00 0.843 1.10 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 3 Bending(+): LC# 4 = D+C (pattern: C), M = 723 lbs -ft Bending(-): LC# 2 = D+C, M = 1001 lbs -ft Shear : LC# 2 = D+C, V = 500, V@d = 439 lbs Deflection: LC# 3 = D+C (pattern: C_) EI= 158.29e06 lb -int Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. tt8 COMPANY PROJECT RCE BENNET 3060 Thorntree Drive Ste. #10 R.C.E. 2003.100 Chico, CA 95973 Beam18 (530) 894-8833 Apr 29 '2nnA IA -57 -AA Design Check Calculation Sheet Sizer 2004 LOADS: ( lbs, psf, or pif Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Trusl Dead Point 1891 2.67 No Trust Constr. Point 1375 2.67 Yes MAXIMUM REA 0, 3'-6" Dead Live 998 326 1993 1099 Total 775 2991 Bearing: LC number Len th 2 1.0 2 1.0 Timber -soft, D.Fir-L, No. 1, 6x8" Lateral support: top= full, bottom= at supports; Load combinations: ASCE 7-98; SECTION vs. DESIGN CODE NDS -2001: (stress=psi, and in Criterion Analysis Value Design Value Analysis/Design Shear fv = 91 Fv' = 212 fv/Fv' = 0.93 Bending(+) fb = 481 Fb' = 1500 fb/Fb' = 0.32 Live Defl'n 0.00 = <L/999 0.12 = L/360 0.04 Total Defl'n 0.01 = <L/999 0.18 = L/290 0.08 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 1200 1.25 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 170 1.25 1.00 1.00 - - - -. 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+C, M = 2068 lbs -ft Shear : LC# 2 = D+C, V = 2491, V design = 2491 lbs Deflection: LC# 2 = D+C EI= 309.37e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software Company Info I R. C. E. (Project: 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 I Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@r-c-e.com (Footing Id Beam 6 & TS Column at Entry FOUNDATION PARAMETERS 12/23/03 2:05:57 PM Project Info Bennett Res. 1020 Aldar Court Chico, CA 95973 R.T. Hill & Assoc. 2003.100 Fl Concrete Ultimate Compressive Strength, V c ........................ ConcreteType ...................................................... Concrete Cover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Allowable Soil Bearing Strength .................................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Seismic Load Soil Bearing Strength, (1.33 increase) ................ Footing Width ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. Beam Shear Stress .................................................. Reinforcing Standards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required for Strength .............. Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. Seismic Load Soil Bearing .......................................... LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.500 ksf 1.995 ksf 1.995 ksf 5.00 ft. 5.00 ft. 24.00 in. 3.89 psi .67 psi ASTM -A615 .03 in' (1-#4) .06 int (1-#4) .226 ksf .433 ksf .401 ksf 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1:05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.54 0.00 0.00 Live Load 1.10 0.00 0.00 Wind Load 0.00 4.32 0.00 Earthquake 0.00 3.65 0.00 Other Loads 0.00 0.00 0.00 d= 24.00" ,c X W = 5. 00, As = 1-#4 Bars As = 1-#4 Bars PJ F� Cover = 3.00" ;oot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/23/03 2:05:46 PM Company Info I Project Info R. C. E. (Project: Bennett Res. 3060 Thorntree Dr.; Suite 10 ILocation: 1020 Aldar Court Chico, CA, 95973 1 Chico, CA 95973 Phone: (530) 894-8833 (Client: R.T. Hill & Assoc. Fax: (530) 894-8882 (Job No.: 2003.100 E-mail: cj@r-c-e.com (Footing Id: F1 Beam 6 & TS Column at Entry FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on 80% of Ig): Length, ft. Width, ft. Depth, inches Section: 1 3.50 3.50 24.00 Column & Wall Data: Type Center Length Width ft. in. in. Column : 1 Other 1.75 10.00 10.00 Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 516 / 1,500 1,113 / 1,995 1,010 / 1,995 V7, Beam Shear Stresses: Section: 1 ........................... Low Stress or Beam Shear suppressed under column/wall Punching Shear Stresses: Column. 1 ........................... 3.57 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: int, Design in', Design int/ft, Spacing int, Spacing Section: 1 Strength:.. 0.00 0-#4 0.00 0-#4 0.00 -....N/A.... Not Reqd... Note: Strength = Steel Required for Strength.. Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 11.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL 1.ODL + 1.OLL + 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + 1.OLL + 1.OEQ 1.ODL + 1.OLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ P�F3 Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/23/03 2:05:46 PM Footing Id: F1 Page: 2 Un-Factored Loads, ft-kips: Dead Load Live Load wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Column:l 1.54 0.00 1.10 0.00 0.00 4.32 0.00 3.65 0..00 0.00 Total Vertical Contact Forces: 1.ODL = 5.215 kips 1.ODL + 1.OLL = 6.315 kips 1.ODL + LOLL + 1.OSL = 6.315 kips l.ODL + LOLL + l.OWL = 6.315 kips l.ODL + LOLL - 1.OWL = 6.315 kips 0.667DL + 1.OWL = 4.702 kips 0.667DL - 1.OWL = 4.702 kips 1.ODL + 1.OLL + 1.OEQ = 6.315 kips 1.ODL + 1.OLL - 1.OEQ = 6.315 kips 0.667DL + 1.OEQ = 4.702 kips 0.667DL - 1.OEQ = 4.702 kips Envelope Case = 6.315 kips Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/23/03 2:05:46 PM Footing Id: F1 Page: 3 Col# 1 0 -ft. FS #I 3.4 kips 3.5 -ft. V, kips 0 M, ft -kips 0 -0.9 ft -kips Bearing psf 0 Defl, in. 0 2.7 ft -kips -3.4 kips 1,113 psf 0.247" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software Company Info I R. C..E. (Project: 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@r-c-e.com (Footing Id Beam 12 FOUNDATION PARAMETERS 12/23/03 2:04:10 PM Project Info Bennett Res. 1020 Aldar Court Chico, CA 95973 R.T. Hill & Assoc. 2003.100 F02 Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Allowable Soil Bearing Strength .................................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Seismic Load Soil Bearing Strength, (1.33 increase) ................ FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. BeamShear Stress .................................................. Reinforcing Standards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required Outside Column Strip...... Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. Seismic Load Soil Bearing............. .............................. LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.500 ksf 1.995 ksf 1.995 ksf 1.00 ft. 4.00 ft. 12.00 in. 22.10 psi 15.53 psi ASTM -A615 .09 in' (1-#4) .00 in' .00 in' 1.057 ksf 1.057 ksf 1.057 ksf 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.32 0.00 0.00 Live Load 1.67 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 1.00' - As = 1-#4 Bars %f5 Cover = 3.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/23/03 2:04:20 PM Company Info I Project Info R. C. E. (Project: Bennett Res. 3060 Thorntree Dr.; Suite 10 (Location: 1020 Aldar Court Chico, CA, 95973 1 Chico, CA 95973 Phone: (530) 894-8833 (Client: R.T. Hill s Assoc. Fax: (530) 894-8882 (Job No.: 2003.100 E-mail: cj@r-c-e.com (Footing Id: F03 Truss A6 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy.......... ........................... 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf Footing Width ........................ 1.75 ft. FootingLength ..................................................... 1.75 ft. FootingDepth... ................................................. 12.00 in. Punching Shear Stress .............................................. 6.69 psi Beam Shear Stress .................................................. n/a psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in' Transverse Bottom Reinforcement Required for Strength .............. .00 int Gravity Only Soil Bearing .......................................... 1.340 ksf Wind Load Soil Bearing ............................................. 1.340 ksf Seismic Load Soil Bearing .......................................... 1.340 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.27 0.00 0.00 Live Load 1.65 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00' Other Loads 0.00 0.00 0.00 d= 12.00" W = C5 F ::� Cover = 3.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/23/03 2:04:28 PM ` Company Info I Project Info R. C. E. (Project: Bennett Res. 1.05DL + 1.275LL + 1.OEQ 3060 Thorntree Dr.; Suite 10 (Location: 1020 Aldar Court Chico, CA, 95973 1 Chico, CA 95973 Phone: (530) 894-8833 (Client: R.T. Hill & Assoc. Fax: (530) 894-8882 (Job No.: 2003.100 Live Load' E-mail: cj@r-c-e.com (Footing Id: F04 Wind Load Beam 11 0.00 0.00 Earthquake FOUNDATION PARAMETERS 0.00 0.00 Other Loads Concrete Ultimate Compressive Strength, f'c........................ 0.00 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi ColumnSize ........................................................ 6.00 in. by Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf Footing Width ....................................................... 2.50 ft. Footing Length ..................................................... 2.50 ft. Footing Depth ...................................................... 12.00 in. Punching Shear Stress .............................................. 15.20 psi Beam Shear Stress .................................................. 4.21 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in' Transverse Bottom Reinforcement Required for Strength .............. .00 int Gravity Only Soil Bearing .......................................... 1.028 ksf Wind Load Soil Bearing ............................................. 1.028 ksf Seismic Load Soil Bearing .......................................... 1.028 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 6.00 in. 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 3.58 0.00 0.00 Live Load' 2.47 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 2.50' Cover = 3.00" e5 Fl Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software Company Info I R. C. E. (Project: 3060 Thorntree Dr.; Suite 10 ILocation: Chico, CA, 95973 I Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@r-c-e.com (Footing Id Beam 3 & Beam 9 2.00 12/23/03 2:04:38 PM \9f$ Project Info Bennett Res. 1020 Aldar Court Chico, CA 95973 R.T. Hill & Assoc. 2003.100 F05 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on 80% of Ig): Length, ft. Width, ft. Depth, inches Section: 1 7.50 2.00 12.00 Column & Wall Data: Type Center Length Width Col-f'c Col-Fy Dowel Bars 1,736 / 1,995 ft. in. in. psi ksi No. & Size Column 1 Other 2.00 6.00 6.00 n/a n/a n/a Column 2 Other 5.50 6.00 6.00 n/a n/a n/a Type Center Length Width Height Density Use 3 ........................... ft. ft. in. ft. pcf Stiffness? Wall 3 Stud 3.75 4.00 6.00 9.00 30 No Soil Bearing Results, psf (actual / allowable): Note: Strength = Steel Required for Strength.. Gravity Case Wind Case Seismic Case Section: 1 1,110 / 1,500 1,736 / 1,995 1,810 / 1,995 Beam Shear Stresses: Section: 1 ........................... 18.15 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 20.24 psi Column 2 ........................... 16.39 psi Wall . 3 ........................... 8.11 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: int, Design in Z, Design inz/ft, Spacing int, Spacing. Section: 1 Strength:.. 0.00 0-#4 0.24 2-#4 0.04 #4 @ 58.6in. Not Reqd... Note: Strength = Steel Required for Strength.. - QyFy ' Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/23/03 2:04:38 PM Footing Id: FOS Page: 2 Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL 1.ODL + 1.OLL + 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + 1.OLL + 1.OEQ 1.ODL + 1.OLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Column:l 4.00 0.00 2.66 0.00 3.40 0.00 3.80 0.00 0.00 0.00 Column:2 2.82 0.00 1.88 0.00 -3.40 0.00 -3.80 0.00 0.00 0.00 Wall :3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL = 9.602 kips 1.ODL + 1.OLL = 14.143 kips 1.ODL + LOLL + 1.OSL = 14.143 kips 1.ODL + LOLL + 1.OWL = 14.143 kips 1.ODL + 1.OLL - 1.OWL = 14.143 kips 0.667DL + 1.OWL = 7.334 kips 0.667DL - 1.OWL = 7.334 kips 1.ODL + LOLL + 1.OEQ = 14.143 kips 1.ODL + LOLL - 1.OEQ = 14.143 kips 0.667DL + 1.OEQ = 7.334 kips 0.667DL - 1.OEQ = 7.334 kips Envelope Case = 14.143 kips Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/23/03 2:04:38 PM Footing Id: F05 Page: 3 WAH3 Col#2 I 0 -ft. FS #1 6.4 kips 7.5 -ft. V, kips 0 6.2 ft -kips M, ft -kips 01 1,810 psf Bearing psf 0 Defl, in. 0 0.402" -5.2 kips -0.5 ft -kips P'f%o t5fu Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software Company Info I R. C. E. (Project: 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@r-c-e.com (Footing Id Beam 3 6 Beam 4 12/23/03 2:04:50 PM Project Info Bennett Res. 1020 Aldar Court Chico, CA 95973 R.T. Hill & Assoc. 2003.100 F06 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on 60% of Ig): Length, ft. Width, ft. Depth, inches Section: 1 7.00 2.00 12.00 Column 6 Wall Data: Type Center Length Width Col-f'c Col-Fy Dowel Bars ft. in. in. psi ksi No. & Size Column 1 Other 2.25 6.00 6.00 n/a n/a n/a Column 2 Other 4.75 6.00 6.00 n/a n/a n/a Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 3 Stud 3.50 3.00 6.00 9.00 30 No Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 1,115 / 1,500 1,627 / 1,995 1,687 / 1,995 Beam Shear Stresses: Section: 1 ........................... 20.41 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 20.58 psi Column 2 ........................... 17.43 psi Wall 3 ........................... 10.98 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: in Z, Design in 2, Design inz/ft, Spacing in 2, Spacing Section: 1 Strength:.. 0.00 0-#4 0.29 2-#4 0.04 #4 @ 64.4in. Not Reqd... Note:.Strength = Steel Required for Strength.. P�Fi2 Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/23/03 2:04:50 PM Footing Id: F06 Page: 2 Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.4EQ 1.05DL + 1.275LL - 1.4EQ 0.9DL + 1.4EQ 0.9DL - 1.4EQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL 1.ODL + LOLL + 1.OSL 1.ODL + LOLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + 1.OLL + 1.OEQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Column:l 4.00 0.00 2.66 0.00 3.40 0.00 3.80 0.00 0.00 0.00 Column:2 3.06 0.00 2.07 0.00 -3.40 0.00 -3.80 0.00 0.00 0.00 Wall :3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL = 9.558 kips 1.ODL + LOLL = 14.295 kips 1.ODL + l.OLL + 1.OSL = 14.295 kips 1.ODL + 1.OLL + 1.OWL = 14.295 kips 1.ODL + 1.OLL - 1.OWL = 14.295 kips 0.667DL + 1.OWL = 7.209 kips 0.667DL - 1.OWL = 7.209 kips 1.ODL + LOLL + 1.OEQ = 14.295 kips 1.ODL + LOLL - 1.OEQ = 14.295 kips 0.667DL + 1.OEQ = 7.209 kips 0.667DL - 1.OEQ = 7.209 kips Envelope Case = 14.295 kips ~ root2000 n2.1.63, Copyright @ 1999-2001 spydor Software Footing Id: rna page: y 0 12/23/03 2:04:50 PM P O'ft. O#| | --'-�--------4_----_— i—__ —_ 6.6 kips O 7.4 ft -kips M, ft -kips 01 l,687ox[ Bearing psf O _ Dnfl.in. 0 O.]75" -5.8 kips -0.6 ft -kips C5 ^ ~~ �V� Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/23/03 2:04:57 PM Company Info I Project Info R. C. E. (Project: Bennett Res. 3060 Thorntree Dr.; Suite 10 (Location: 1020 Aldar Court Chico, CA, 95973 1 Chico, CA 95973 Phone: (530) 894-8833 (Client: R.T. Hill & Assoc. Fax: (530) 894-8882 (Job No.: 2003.100 E-mail: cj@r-c-e.com (Footing Id: F07 Truss G1 (middle support) FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ Concrete Type ...................................................... ConcreteCover ....................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Allowable Soil Bearing Strength .................................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Seismic Load Soil Bearing Strength, (1.33 increase) ................ Footing Width ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. Beam Shear Stress .................................................. Reinforcing Standards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required for Strength .............. Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. Seismic Load Soil Bearing .......................................... 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.500 ksf 1.995 ksf 1.995 ksf 4.50 ft. 4.50 ft. 18.00 in. 28.87 psi 8.41 psi ASTM -A615 .38 in' (2-#4) .39 int (2-#4) 1.301 ksf 1.301 ksf 1.301 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 14.23 0.00 0.00 Live Load 10.30 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 18.00" X W = 4.50' �" - As = 2-#4 Bars As = 2-#4 Bars Cover = 3.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software - Company Info I R. C. E. (Project: 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@r-c-e.com IFooting Id Floor Girt FOUNDATION PARAMETERS 12/23/03 2:05:11 PM Project Info Bennett Res. 1020 Aldar Court Chico, CA 95973 R.T. Hill & Assoc. 2003.100 F07 Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi ColumnSize ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf FootingWidth ...................................................... 2.00 ft. Footing -Length ..................................................... 2.00 ft. Footing Depth ...................................................... 12.00 in. Punching Shear Stress..* ............................................ 10.33 psi Beam Shear Stress .................................................. .78 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in, Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... 1.235 ksf Wind Load Soil Bearing ............................................. 1.235 ksf Seismic Load Soil Bearing .......................................... 1.235 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.20 0.00 0.00 Live Load 3.50 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 2.00' .` Cover = 3.00" ---o, ?SV%5 Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 5/14/2004 11:34:41 AM Pg Company Info I Project Info R. C. E. (Project: Bennett Res. 3060 Thorntree; Suite 10 (Location: 1020 Aldar Court Chico, CA, 95973 I Chico, CA 95973 Phone: (530) 894-8833 (Client: R.T. Hill & Assoc. Fax: (530) 894-8882 (Job No.: 2003.100 E-mail: cj@spydersoftware.com IFooting Id: F08 Truss G1 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf Footing Width ...................................................... 3.50 ft. Footing Length ..................................................... 3.50 ft. Footing Depth ...................................................... 18:00 in. Punching Shear Stress .............................................. 14.01 psi Beam Shear Stress .................................................. 2.76 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .15 in' (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .15 int (1-#4) Gravity Only Soil Bearing .......................................... 1.169 ksf Wind Load Soil Bearing ............................................. 1.169 ksf Seismic Load Soil Bearing .......................................... 1.169 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1A DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 7.65 0.00 0.00 Live Load 5.57 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 18.00" = 3.50' A As = 1-#4 Bars As = 1-#4 Bars • •� Cover = 13.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/23/03 2:05:32 PM ` Company Info I Project Info R. C. E. (Project: Bennett Res. 3060 Thorntree Dr.; Suite 10 ILocation: 1020 Aldar Court Chico, CA, 95973 1 Chico, CA 95973 Phone: (530) 894-8833 (Client: R.T. Hill & Assoc. Fax: (530) 894-8882 (Job No.: 2003.100 E-mail: cj@r-c-e.com (Footing Id: F09 Truss G1(1.778k/2.445k); BM-9(1.877k/2.816k); & B12(.159k/.218k) (all live/dead) FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf FootingWidth ...................................................... 3.00 ft. Footing Length ..................................................... 3.00 ft. Footing Depth ...................................................... 12.00 in. Punching Shear Stress .............................................. 25.44 psi Beam Shear Stress .................................................. 8.36 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .14 in' (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .15 in' (144) Gravity Only Soil Bearing ........................................... 1.094 ksf Wind Load Soil Bearing ............................................. 1.094 ksf Seismic Load Soil Bearing .......................................... 1.094 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 5.48 0.00 0.00 Live Load 3.82 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 X W = 3.00' As = 1-#4 Bars As = 1-#4 Bars -ate '-n_: "" Cover = :::::3.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 12/23/03 2:06:06 PM Company Info R. C. E. 3060 Thorntree Dr.; Suite 10 Chico, CA, 95973 Phone: (530) 894-8833 Fax: (530) 894-8882 E-mail: cj@r-c-e.com HIP A(1.063/1.462); ADJOINING BM's(1.2/1.65 I Project Info ]Project: Bennett Res. (Location: 1020 Aldar Court I Chico, CA 95973 (Client: R.T. Hill & Assoc. ]Job No.: 2003.100 (Footing Id: F10 (times 2)) --(ALL LIVE/DEAD) FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy......................................... 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf Footing Width ...................................................... 2.50 ft. Footing Length ..................................................... 2.50 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 20.44 psi BeamShear Stress .................................................. 5.75 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... 1.378 ksf Wind Load Soil Bearing ............................................. 1.378 ksf Seismic Load Soil Bearing .......................................... 1.378 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 4.77 0.00 0.00 Live Load 3.47 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00 W = 2.50' X P3flq i Cover = 3.00" Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 4/29/2004 2:23:01 PM a Company Info I Project Into R. C. E. (Project: Bennett Res. 3060 Thorntree Dr.; Suite 10 ILocation: 1020 Aldar Court Chico, CA, 95973 1 Chrico, CA 95973 Phone: (530) 894-8833 (Client: R.T. Hill & Assoc. Fax: (530) 894-8882 (Job No.: 2003.100 E-mail: cj@r-c-e.com IFooting Id: Fll HIP B(1.05/1.444); ADJOINING BM(1.73/2:37 +1.535/1.35) --(ALL LIVE/DEAD) FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf FootingWidth ...................................................... 3.00 ft. FootingLength .................................................. 3.00 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress ...................................... 25.89 psi Beam Shear Stress .................................................. 8.52 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .14 int (144) Transverse Bottom Reinforcement Required for Strength .............. .15 int (144) Gravity Only Soil Bearing .......................................... 1.116 ksf Wind Load Soil Bearing ............................................. 1.116 ksf Seismic Load Soil Bearing ........................................... 1.116 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 5.70 0.00 0.00 Live Load 3.80 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 �d = 12.00" X W = 3.00'As =v1-#4 Bars As = 1-#4 Bars ,•�' �� Cover = 3.00" Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 4/29/2004 .2:24:24 PM L Company Info I Project Info R. C. E. (Project: Bennett Res. 3060 Thorntree Dr.; Suite 10 (Location: 1020 Aldar Court Chico, CA, 95973 1 Chico, CA 95973 Phone: (530) 894-8833 (Client: R.T. Hill & Assoc. Fax: (530) 894-8882 (Job No.: 2003.100 E-mail: cj@r-c-e.com (Footing Id: F18 BEAM 18 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf Footing Width ...................................................... 1.50 ft. Footing Length ..................................................... 1.50 ft. Footing Depth ...................................................... 12.00 in. Punching Shear Stress .............................................. 2.93 psi BeamShear Stress .................................................. n/a psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... 1.171 ksf Wind Load Soil Bearing ............................................. 1.171 ksf Seismic Load Soil Bearing .......................................... 1.171 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.40 0.00 0.00 Live Load 1.10 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 t I d= 12.00" 1 X W = 1.50' 0 - Cover Cover = 3.00" Foot2000 v2.1.71, Copyright © 1999-2004 Spyder Software 4/29/2004 2:17:_49 PM Company Info I Project Info R. C. E. (Project: Bennett Res. 3060 Thorntree Dr.; Suite 10 (Location: 1020 Aldar Court Chico, CA, 95973 1 Chico, CA 95973 Phone: (530) 894-8833 (Client: R.T. Hill & Assoc. Fax: (530) 894-8882 (Job No.: 2003.100 Wind Load E-mail: cj@r-c-e.com (Footing Id: F21 Earthquake BEAM 18 &Truss A10 0.00 0.00 Other Loads FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) .................... 1.995 ksf Seismic -Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf FootingWidth ...................................................... 2.50 ft. FootingLength ..................................................... 2.50 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 18.70 psi Beam Shear Stress .................................................. 5.24 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in' Transverse Bottom Reinforcement Required for Strength .............. .00 int Gravity Only Soil Bearing .......................................... 1.260 ksf Wind Load Soil Bearing ............................................. 1.260 ksf Seismic Load Soil Bearing .......................................... 1.260 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 4.30 0.00 0.00 Live Load 3.20 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" '1 X W = 2.50' 0 - Cover = 3.00" FP9 sQ Steel Code Check for Base plates Per 1991 ASIC Code 9th ed. Properties Note: See weld design for TS to base plate connection Tube steel size: ly,coci9 Member Length, L = 13.5 ft Height, h = 5.0 in. BftSE PLAT Width, w = 5.0 in. Base Plate Dimensions: ( + al = 12.0 in. AZ .a2 = 1.5 in.--- bl = 12.0 in. b2 = 1.5 in. fy = 36.0 ksi =F I + I I Loads Seismic Wind Shear, Vx = 0.27 0.32 kips VY = 0.05 0.06 kips T5 GOLUMH M Chech Anchorage: i I x-axis y-axis B'4SE QLA i x M= 4.38 kip -ft 0.88 kip -ft I Y= 7.00 in. 7.00 in. P= 7.52 Kips 1.50 Kips Note: See Anchor Bolt Design Check Plate thickness: f >= M/S becomes S = M/f y W/ S = a(t^2)/6 f = 0.75fy, and M = Px t=[(Px(6))/(a(0.75(fy)1.33))]"2 x-axis y-anis x 2.00 in. 2.00 in. t= 0.46 in. 0.20 in. use Plate thickness of, t= 0.50 in. 1/28/2004 -- Bennett Residence -- RCE job No. 2003.100 P9 401 lAnchorage Per U.B.C. 1923.3.1-.4 Vdl = 0.00 Pdl = -1.45 VII = 0.00 PH = -1.10 Vw = 0.27 Pw = 6.73 Veq = 0.32 Peq = 7.98 Vu = 0.45 Kips, Factored Shear Pu = 10.11 Kips, Factored Tension Ab = 0.31 int, Single Bolt Area f's= 40 ksi, Bolt Strength f'c= 2 ksi, Concrete Strength As = 271 int, Sloping Shear Area At = 0 int, Tension Area de = 12 in, edge distance(0 = N/A) bolts = . 2 Total # of Bolts # Rows = 2 Total # of Rows 0 = 0.65 Strength Reduction Factor = 1 1 fpr Normal Concrete Special Inspection provided (y/n)? n Anchor Embedded In Tension Zone(y/n)? n Pss= 0.9*Ab* Vs 0*Pc= OL*(f'c)'h*[(2.8*As)+(4*At)] is= 0.75*Ab* Vs *Vc= 0*800*Ab*L*(f'c)1h *Vc= 0*2*1*dee*L*(Vc)'h Wall Line 5 (at Entry) I = (1/0)*[(2Pu/Pc)2 + (2Vu/Vc)2] i = 0.55 < 1 OKII I = (1 /0) * (2Pu/Pc) I = 0.92 < 1 OKII I = (1 /0) * (2Vu/Vc) i= 0.06<100 I = (2Pu/Ps)2 + (2Vu/Vs)2 i = 0.84 < 1 OKII I = (2Pu/Ps) I = 0.92 < 1 00 I = (2Vu/Vs) I = 0.05 < 1 OKII May 17, 2004 0 0 James and Kristi Bennett 199 E. Shasta Ave. Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 047-230-153 Building Permit Number: 04-0352 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: ('1 can only find one furnace on the plans (in the attic). Please let me know where the second one is. Your plans show 2 water heaters. Please have your energy calculations reflect this. Have both HVAC units modeled if they have different efficiency ratings. STRUCTURAL COMMENTS: mK .. Pro *de verification from the truss company that the trusses have been designed to support cupolas. �[► ' lease have your engineer or the truss company's engineer address all notes on the trusses oil- rp I�Ip � that require verification of bearing surfaces orspecial hangers or connections to be designed by others. (Note 9 on truss Al, note 5 on D1, note 7 on Ml, note 8 on G1, etc.) X Provide adequate support for the interior bearing points of trusses A10 and A11. Please show bearing posts required under girder trusses on the floor plan. Provide adequate support for the 13.2 kip G1 truss reaction. Provide truss engineering for the mechanical load(s) in the attic. OjProvide PHD5 holdowns at each end of the wall line E shear walls as specified in the structural calculations. Plans show PHD2 holdowns. (I made this correction to the plans.) Provide 5.125x16 24F -V4 glulam at beam B3 as specified in the structural calculations. Plans show a 5.125x12. (I made this correction to the plans.) If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. 01 se- yf,Se-�V2 tnv/ CNS t_/ 65- /20 i4tYV73 # It 619 /�►2v r4 eljj . Tt1k'}- l*W t2�pUPII I Fix 7Z qr Al0 ?j i 1 of 2 0 C, Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Charles Roberts, P.E. 2 of 2 — PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the pLuWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAM ' I �� 2 �, F- DATE: ,4 54 04-7 - 2� �I � -.55 LETTER DATED: Qp � 11 17-11530 o4 -o -3s2 - -. -'LOCATION oil . 2,2-�. V-!S-rz, 957 .� Mm V �_-!'I�-�'_%!�»1.i"/�%%JIB.�LL�1Ii/�3'✓-.=�//r7i/t=%�//If1/if//J/YIY-3+I�-�-� - _ -. - LOCATION ON PLANSICALCS: . 2,2-�. V-!S-rz, 957 .� PLAN CHECK ITEM RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:-77<GP . . CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/ ALCS: MG / TENTS: - v6-' 5- lr(L-/Q I 9A 1dagbiw z a affil — Tl6 Pi&9W 7.6-9Q11 N) -17A CHECK ITEM RESPONSE BY:, LOCATION ON PLA S/CALCS: � fig, t 6W PJ1774 85W�r or 7X?e,1-0S PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re-submitiaL this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. `Sy others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME0; 7UAI E: T,2 -t -51_4F /x_7 ��-v3sz PLAN CHECK ITEM# FFy�i `--�� "`meq-�� RESPONSE BY: ; �, RESPONSE BY: `il//�� /� � ' LOCATION �OONNPPLANS/C�AL�C�S:: /l�'i� ice✓ f!��'y1�1� COMMENTS:. #4 �5 ! T� PLAN CHECK ITEM # �r�c��cr,_•cI MV RESPONSE BY: ; �, LOCATION ON PLANS/ ALCS: 15#60 -r -5,A-31. ;;.1 /6 - 21k,'3 I - COMMENTS 0N % �M �.,5> 60W42 OX 10LA42L 60A 2465;_-5 -A40 -U4 :;;;:' / PLAN CHECK ITEM # RESPONSE BY: /� /T LOCATION ON P ;AVCS: COMMENTS*�5JQ VO� `• t--:; :;;;:' / PLAN CHECK ITEM # RESPONSE B A e 1-1 F_ 9/-.! 5�7 LOCATION O PLA /CAL 150'#9M-2-5, A COMMENTS k- `• t--:; :;;;:' / - 'RESPONSE LOCATION ON PLANSIC4LCS: • r PLAN REVIEW RESPONSE FORM • Id order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we. will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RMIM WrM R—EVISED AND ORIGINAL PLANS. OWNERS NAME DATE: T a ASSESSORS PARCEL NUMBER PERMIT NUMBER I - 2-;�o -d0?� RESPONSE FORf LAN CHECK LP7ER DATED: PLAN CHICK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/ ALCS: 1 COMMENTS: S �� Nr y -%o xA7' PLAN CHECK IiaM R RESPONSE BY: LOCATION ON PLANS/CALCS: COMM=NTS:?(yl- ITEM # IRESPONSE BY: ON P LOCATION ON PLANS/CALCS: April 19, 2004 James and Kristi Bennett 199 E. Shasta Ave.. Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 047-230-153 Building Permit Number: 04-0352 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Your subdivision map requires that you submit an oak tree plan to the Planning Division before we will issue the building permit. 2. Your subdivision map requires fire sprinklers in the house. Provide 2 sets of calculations and fire sprinkler plans done by a C-16 licensed contractor and apply for the fire sprinkler permit. We will not issue the house without the sprinkler permit. 3. I can only find one furnace on the plans (in the attic). Please let me know where the second one is. 4. Your plans show 2 water heaters. Please have your energy calculations reflect this. Have both HVAC units modeled if they have different efficiency ratings. STRUCTURAL COMMENTS: 1. Provide verification from the truss company that the trusses have been designed to support the cupolas. 2. Please have your engineer or the truss company's engineer address all notes on the trusses that require verification of bearing surfaces or special hangers or connections to be designed by others. (Note 9 on truss Al, note 5 on D1, note 7 on M1, note 8 on G1, etc.) 3. Provide adequate support for the interior bearing points of trusses A10 and All. 4. Please show bearing posts required under girder trusses on the floor plan. 5. Provide adequate support for the 13.2 kip G1 truss reaction. 6. Provide truss engineering for the mechanical load(s) in the attic. 7. Provide PHD5 holdowns at each end of the wall line E shear walls as specified in the structural calculations. Plans show PHD2 holdowns. (I made this correction to the plans.) 8. Provide 5.125x16 24F -V4 glulam at beam B3 as specified in the structural calculations. Plans show a 5.125x12. (I made this correction to the plans.) 1 of 2 I If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Iio Hunt, P.E. Plans Examiner Plan Check Engineer cc: Charles Roberts, P.E. 2 of 2 Sent B E 530 894 8882; Jun -2-04 10:52AM; Page 1/2 1 306Q-7bonweo-Drhw*fO, - o Chko,,- CA-95-97� ,(530).094-0834.Vojte,o (5�9),89"1182..fax email: cj@r-c-e.com TM C7 From ✓ o a Fw s 3-9 2.1 YO pasew 2. Datot 0 cpz 0 -L /0 Y Rs CC. F ;14 9(rOrRqwi,*w, O PRO&" Com m"t a plea"So ROAV pbo" Re% -1e I t Sent By): R.C.E.; 530 894 8882; Jun -2-04 10:52AM; Page 212 3060 Thorntree Drive #1.0. • Chico, C&95973 (530) 894-8833 voice 6 (530) 894-8882 fax Butte County Building Department 7- County-Celiter Drive nrovi.11e, CA 95965 (530J53845-41 RE: Bennett Residence 1020-AldcuQt. Chicq, CA. 96973 To Whom -It May Concern,. Our office has reviewed the truss notes on the various truss designs requiring review by building designer. 'These notes -are refcmin6 to-the•fire sprinkler- loading. and- have-been-.deteanined.w-bW, sufficient. All other notes have been addressed in the previous plan check response form. Thank you for the opportunity to be of service. Please contact us at the address and number above -if you.haxe.any question. Sincerelx yoirs, Charles J. Roberts, PE EXP. 3-31.05 / * 3060 Thorntree Drive #10 • Chico, CA 95973 (530) 894-8833 voice • (530) 894-8882 fax email: cj@r-c-e.com Plan Check Comments Bennett Residence - 1020 Aldar Ct. Chico, CA. Building Permit # 04-0352 The following responses are in regards to the plan check comments made on April 19, 2003 by Philo Hunt, Butte county Plan Check Engineer. Structural Comments: 1. B.O. 2. Structural facia connections have been called out on plan for truss M I. An adequate posts, footings and connections have been called out on plan for truss G 1. The parallel to grain loading has been checked and is with in allowables for truss D I. All other notes have been addressed by the truss designer within the first pages of the calculations using hanger callouts and typical details. 3. Adequate bearing support has been provided for the interior bearing points of Trusses A10 K Al 1. 4. Required bearing has been called out on plan for all Girder Trusses. 5. Adequate support has been provided for the 13.2 kip G 1 truss reaction. 6. B.O. 7. Holdowns per the calculations have been added to the plans. 8. Beam B3 has been called out on plan per calculations. Charles ]. Roberts, PE (530) 894-8833 3060 Thorntree Drive #10 • Chico, CA 95973 (530) 894-8833 voice • (530) 894-8882 fax email: cj@r-c-e.com Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7541 RE: Bennett Residence , 1020 Alder Ct. Chico, CA 95973 To Whom It May Concern, Our office has reviewed the truss design and calculations from Longfellow Lumber Co. Inc. for the above residence. The layout and design are in agreement with our structural package. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Charles J. Roberts, PE A �V T TF ° ' RESIDENTIAL PLAN 0 - o REVIEW GUIDE a :--:''3r, .. �.::," c SINGLE FANULY, DUPLEXAND � ^ MISCELLANEOUS ONLY Owner. �D/I/t,(��� Building Permit Number: 36 � Plans Examiner: ,L/Actn 5' A. A. P. Number: GENER.-kL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. TRecorded notice of violation. Building permit valuation. PLOT PL .N: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills andior drainage. Flood hazard. Special conditions on Parcel Map: p p poise ❑ SRA 10 Fire Sprinkler Water Tender Traffic and Drainage fees ❑ Federal :aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Ptan_s and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). ' 104'° of natural light and 5% of ventilation (Uniform uilding Code section 1203). Blear operable area of 5.7 square fee Escape or rescue windows shall have a minimum net ct'Ibe miaiautm net clear openable height dimension shall be 24'. The minimum net clear openable width dimension Shall W20'. When «indo%%s are provided as a means of escape or rescue. they shall have a finished sill height not more than 14" above the floor (Uniform Building Code section 310.4). Skti•lights (Uniform Building Code section 2409 & 2603.7). Glaring in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not less thea 7 feet measured to the lowestyroiection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFC1 in baths. prage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening ho abash or bedroom (uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom, or is a room. compartment or alcove opening directly into any of these (Uniform Mechanical Coda seedoa30.S). Garage fire%vall separation - required on garage side including supporting walls and posts (1jJnilb><m 8 Code section 302.4 exception #3). _ L rider no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.1). Wood stove location - Alcove — UNtC section 203 confined space & 223 unconfined space & 304.2). Smok.- detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). $hoatir compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7): � �Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: Beed mall panels shall start at not more than 8 feet from each end of a braced Wall line. Braced mall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1.) Braid wall lines must be continuous throughout the structure. A California licensed architect of registered engineer must prepare a lateral analysis for the areas of the building that do not comph• with the Uniform Building Code. This must include the designees "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 184-). Floor construction details complete enough to construct building. --AO Elevations and wall commcdon details complete enough to construct building. 7. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). . Typical header size(s). Stud heights. . High expansive soil — special foundation design required. Retaining malls requiring design. • C»7sum wallboard nailing inspection required. If the area below the lowest floor .is fully enclosed. than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design mill allow equalization of hydrostatic flood forces on exterior malls. Building must be designed and anchored to prevent floatation, collapse or lateral movement_ Construction design requirements must be shown on the building plans. . Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to,prevent mater from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: tStairway details — landings, rise and run. head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bridc or stone veneer (Uniform Building Code section 1403). Facuxior plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). Foam insulation — protection. 36" balls and stairways (Uniform Building Code section 1004.3.3.2). Taro exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. ergy design compliance and supporting documentation. riUIEZING responsible area requirements. PERMIT REQUIRENTENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinlders require& 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Pzee -- )f S E PLAN REVIEW Date: /� -021—(� 3 AP# APPLICATION o q 7 -93 v -ISS • Permit Number (if applicable) �y — �3 Z Bin Number A _ 2 APPLICANT INFORMATION Parcel Size: _ A C Owners Name: Owners Address: Telephone No.: rJ j -ZOO) `7 (39 ) — q -2_g O Situs Address: Lo j �% t 4 A) � (� �(� 5 7) Proposed Use: WNRes' ential ew Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ® Septic 04Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved • BY Date I -26— Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attac ed) • Flood Zone: • Flood Panel No.: o33b Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement 40 Zoning: r— R I— I—) Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front © L Side Side Street Rear S- 0 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire • ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road -- ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ----- ---------------------------- ------------------------------------------ Subdivision Map Special Fees ❑ Water Tender EJ Road Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: 2- - 2 6 -- Deedof Reference: 'I9 _ X83 D Legal Access Provided: ❑ No � Yes Parcel Frontage on Publicly Maintain d Road: Legal Access Required ❑ No ❑ Yes Complies with County Standards for Deed Creation:0 No No ❑ Yes, Road Name: Comments: la L � ❑ ❑Yes ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ElObtain a Certificate of Compliance ❑Provide Deed of Creation ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page ❑ Construct road to: P g 23). ❑ Meet Parcel size required by, zone t ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: Lot: 7 ❑ Use Permit/Minor Use Permit Permit Number: S Book: S Page: 3 --- • ' ' I Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 El Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control P1101 must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. //��JJ--//)) i ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 125.! (y Q R .......... DETAIL "C" N07 P.) LOT 6 ACKS 7 r, rj. t jX LOT 7 LOT 8 IL il"1.19 AZ;k/4 10 6 Or 7 S. S N. W 'VIC F.V.;T!NC.- WYC.01 i If) N -* ;-1 * 21P."8. 0.53.43-- 1. 10.04, 3 0,3. 0 L, S2./A13'- N . 16 b- W 7F6, -.F6' i.V --------- R1 • r1 LJ • !;E b a t oie(f"°moi i I Permit Issued to BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT 411 MAIN STREET • P. O. BOX 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 TEL: (916) 891-2727 TEL: (916) 538-7281 FAX: (916) 895-6512 FAX: (916) 538-2140 To construct a sewage disposal system for: 14 b e T1�37'tc_ G�ui P�i�-ems Located at: La-Z 2 =nd z t A.P. # SEWAGE DISPO L SYSTEM REQUIREMENTS SEPTIC TANK Liquid capacity: 1'570V gallons Material Total length: LEACHING FIELD ;? &0 feet Trench width: o� q inches Minimum No. of lines: 3 Rock under pipe e.P inches Special conditions: n Gam✓ C'C_ s a14 — "'CIL 110-01 Additional aching 691d will be required if experience shows it to be necessary. No part of the system may be located within 50 feet of the center line of any County Road. NOTE: Satisfactory inspection by the Health Department is required before backfilling or putting the system into use. Occupancy of a new building is not permitted until the system is approved. Permit Fee $ Penalty Fee $ IyP TOTAL FEE $ Additional Fee $ Receipt No. ? R & q q e Issued By: ENVIRONMENTALALTH SPECIALIST S31 -2 78(Rev. 6/94) National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACRE1 Project Title: IS94 - �J352 By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and -that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: it3al 1r( om EFTEM e. 5 I 4 ARRAY TILT:20* AZIMUTH:180* MAGNETIC DECLINATION: 14.9* sow SPG SOLAR .wE *ormc�a,svrac�,.m,vo .� Exaame aaoaEmv a� �a sow. i"c. um suu,o, eE cieus"so. asaaoacea ooneo. asmsEo. a+usewwwweaawnurt. wnun v�wo;t 20 LEVERONI COURT '""'*"`ss mane"o¢a,�svo"ay.aa. •urwwzm r+sv�ss"r.me ar s.o sa."' NOVATO, CA 94949 CA LIC. #759086 PROJECT NO: 2839 415-883-7657 CAD DWG FILE: A-0COVER.DWG 4 S� 2 1 BENNETT JAMES D PROJECT # 2839 252 INDIAN CLIFFS DRIVE CHICO CA,95973 APN:047-230-153-000 530-228-0733 SCOPE OF WORK 3.046 KW PHOTOVOLTAIC ARRAY, GRID TIED x FIXED ANGLE GROUND MOUNT WITH A 200 TILT (18) KYOCERA KD205GX-LP MODULES (1) FRONIUS IG 4000 INVERTER _ SHEET INDEX SITE PLAN: A-0 COVER SHEET A-1 SITE PLAN A-2 ELEVATION STRUCTURAL: S-1 STRUCTURAL LAYOUT �vGP O 2 I S-2 STRUCTURAL SECTION COUNTYB ELECTRICAL: BUILDING 1XVI N E-1 SINGLE LINE APPROVED E-2 DC CIRCUITING PLAN ATTACHMENTS: KYOCERA KD205GX-LP MODULE SPECS FRONIUS IG 4000 INVERTER SPECS B22 CHANNEL STRUT SPECS B22 CONNECTION SPECS A B22 BEAM LOADING DATA REVISIONS PROPERTY OWNER: BENNETT_JAMES PARCEL NUMBER: DESCRIPTION BY CK'D APPID ADDRESS: 252 INDIAN CLIFFS DRIVE 047-230-153-000 CH ICO, CA 95973 COVER DESIGNER: RONNIE MUNGLE 415-382-2149 DATE: 2/1612009 DesicNLEA°: JAMES WATERS 415-382-2189 DATE: 2/16/2009 . CONSTRUCTION: KEVIN ROSALES 530-693-2000 DATE: 2/16/2009 PERMIT SUBMITTAL A-0 3 2 1 'Fi L,� spy o� EL -Am LEGENDS KD205GX-LP MODULE — - - CONDUIT — - - - - — PROPERTY LINE N W E �� )�- DRIVEWAY INDIAN CLIFFS DR 1 .I TRENCH RUN FROM INVERTER TO J -BOX AT PG&E POWER POLE MIN J" PVC (SCH 80) CONDUIT BURRIED 18" TO TOP OF PIPE I I 3 2 1 PG&E POWER POLE & JUNCTION BOX 5d' -0 - DC DISCONNECT & IVERTER MOUNTED ON B -LIN CK BESIDE Y 20'-0" \� TRENCH RUN FROM J -BOX TO 8� MAIN SERVICE DISCONNECT (EXISTING) 2" PVC (SCH 80) CC MAIN METER ARRAY TILT:20° 1 SITE PLAN AZIMUTH:180° A -1•=r-0• MAGNETIC DECLINATION: 14.9° WA* � wirwurr�TMSDxswwD um un a*.. DEsaawwx. --Rwrow.u..°x°Dxru�D �aEw REVISIONS u+E oamoo¢D.swmox�ru°uo r�E1-1 cxanERrvsso°soun.ixc..rm sxu.rar eE REV DATE DESCRIPTION SPG SOLAR wBl�S�®.F£vFOPCEDODPoED.DSnOSED.p1USf0.wvnglEDRwiMf.FOR4nWPO5E 20 LEVERONI COURT f:9940A"" 415-8 NOCA 94949 CA LIC. #759086 PROJECT NO: 2839 415-8837657 CAD DWG FILE: A-1 SITE PLAN.DWG g 4 3 qui H LEACH LINES BUTTE COUNTY t WLDING ®IVISIOK A APPROVF-r) PROPERTY OWNER: BENNETT_JAMES PARCEL NUMBER: ADDRESS: 252 INDIAN CLIFFS DRIVE 047-230-153-000 SITE PLAN CHICO, CA 95973 DESIGNER: RONNIE MUNGLE 415-382-2149 DATE: 2/16/2009 DESIGN LEAD: JAMES WATERS 415-382-2189 DATE: 2/16/2009 CONSTRUCTION: KEVIN ROSALES 530-6932000 DATE: 2/16/2009 PERMIT SUBMITTAL A-1 2 1 5 I 4 I 9� I 2 I 1 A ARRAY TILT:20° 1 ELEVATION AZIMUTH:180° A-2 }•=v-0- MAGNETIC DECLINATION: 14.9° SPG SOLAR 20 LEVERONI COURT 0 � NOVATO,CA94949 CA LIC. #759086 PROJECT NO: 2839 415-8 a15-Ss3.7ss7 CAD DWG FILE: A-2 ELEVATION.DWG 5 4 6" MIN �f7 5'-3" c �0 BUTTE coUNTY BUILDING DIVISION REVISIONS PROPERTY OWNER: BENNETT JAMES ADDRESS: 252 INDIAN CLIFFS DRIVE CHICO, CA 95973 PARCEL NUMBER: 047-230-153-000 ELEVATION DESCRIPTION BY CK -D APP/D DESIGNER: RONNIE MUNGLE 415-082-2149 DATE` 2/16/2009 - DESIGN LEAD: DATE JAMES WATERS 415-382-2169 2/16/2009 PERMIT SUBMITTAL A-2 CONSTRUCTION: DATE: KEVIN ROSALES 530-693-2000 2/16/2009 9 2 1 5 LEGENDS D KD205GX—LP MODULE B22—A STRUT CONCRETE PIER Q MODULE SPECIFICATIONS (18) KYOCERA KD205GX-LP MODULES LxWxH=59.1 x39x1.4in. WEIGHT = 40.8 lbs. GROUND MOUNT NOTES PIER SPAN 8' ARRAY TILT 20° GROUND SLOPE 00 c �— TRENCH RUN TO J -BOX MIN in PVC (SCH 80) CONDUIT BURRIED 18" TO TOP OF PIPE 4'-0" ELBE I A INVERTER & DC DISCONNECT MOUNTED ON B -LINE RACK 1 STRUCTURALLAYOUT ARRAY TILT:20° AZIMUTH: 180° MAGNETIC DECLINATION: 14.9° S 5 I I I I I I I I I I I I I I I I I I I II I I I I II II I I I 1 II II I I I I II II I I I I II II I I I I II tl I I I I II II I I I I II II I I I I II II I I I I II II I I I I II II I I I I II --- —4 —4— —i— I I I I I I I I I I I I I I I T -4 i" 2 toracermw rNsauww,vm.rr wry oesoiavnon.+oonm� vsaaunalloor+rw�oH:r+o. ure wraaoormws vaov�rury uo ne oinusex vnovemr avwsawt we pro "uu wree REV DATE SPG SOLAR v�eusmr�vnmucEo. wnm usaogaw wFo,"w«ie oamvwxC vaq rrrvnwose 20 LEVERONI COURT'""rr'�E�w`np`�'irc�iu�me��'�'�� NOVATO, CA 94949 CA LIC. #759086 PROJECT NO: 2839 415-883-7657 CAD DWG FILE: S-1 STRUCTURAL LAYOUT.DWG 4 INVERTER SPECIFICATIONS (1) FRONIUS IG 4000 MODULES L X W X H = 28.4 x 16.5 x 8.8 in. WEIGHT = 42 lbs. ljet_1 1" 81-0" 14'-102" DESCRIPTION 7v w z . L 12'-102" 79-42" PROPERTY OWNER: BENNETT_JAMES PARCEL NUMBER: PID ADDRESS: 252 INDIAN CLIFFS DRIVE 047-230-153-000 CHICO, CA 95973 STRUCTURAL LAYOUT DESIGNER. RONNIE MUNGLE 415-382-2149 DATE' 3/5/2009 DESIGN LEAD:DATE. JAMES WATERS 415-382-2189 3/5/2009 `GNsn""T'GN KEVIN ROSALES 530.693-2000 DAA' 3/5/2009 PERMITTING SUBMITTAL S -'I 2 1 ■01 wi .WEA MvI ol ARRAY TILT I I I I I f I I I I I I I I I I I JTTE COUNTY II I I I I II LDIN(- 01VI+SION II APDROVED II I II I II I I I I I I I I I I II II TIUCTURAL ONLY II I II I I I I I 10 02 - I II I II FES TU �C7o P. i3 cl --� I I I I I I —4---{— I I I I I I --4— I I I 12'-102" 79-42" PROPERTY OWNER: BENNETT_JAMES PARCEL NUMBER: PID ADDRESS: 252 INDIAN CLIFFS DRIVE 047-230-153-000 CHICO, CA 95973 STRUCTURAL LAYOUT DESIGNER. RONNIE MUNGLE 415-382-2149 DATE' 3/5/2009 DESIGN LEAD:DATE. JAMES WATERS 415-382-2189 3/5/2009 `GNsn""T'GN KEVIN ROSALES 530.693-2000 DAA' 3/5/2009 PERMITTING SUBMITTAL S -'I 2 1 ■01 wi .WEA MvI ti D NE I B 5 4 8'-0" INVERTER & DC DISCONNECT MOUNTED TO B -LINE RACK SMUCTUML ONLY CS va C70854 �ip 13 le I 'pF 06iLo�� z I 1 T -CLIP & C -CLIPS MODULE STRUCTURAL DETAIL "-1'-W r 8' CLEARANCE BETWEEN ENCLOSURES,TYP. INVERTER B230, 2 -HOLE 90' BRACKETS, TOP & BOTTOM OF B22A BEAM, TYP. 4'-0" CWNTY SUILDINCZ DIVISION 6" — 3" 7 -42" A B22A POST SET 3" FROM BOTTOM ARRAY TILT:20' 1 TYPICAL STRUCTURAL SECTION OF 41 FT DEEP CONCRETE PIER INVERTER RACK DETAIL AZIMUTH:180' S-2 �. _ �,�. 12" DIAMETER, 41 FT DEEP, 'y MAGNETIC DECLINATION: 14.9' 2500 PSI CONCRETE PIER, TYP. B22 STRUT B22 -A STRUT B163 22.50 ANGULAR FITTING B22 -A STRUT B104SH 90' BRACKET DC DISCONNECT 5'-4" K3���11►1 047-230153000 STRUCTURAL SECTION E: 3/5/2009 E: 3/5/2009 E 3/5/2009 PERMITTING SUBMITTAL S -Z 1 D I C I A I SPG SOLAR 20 LEVERONI COURT NCA LIC. CA 94949 CA LIC. #759086 a,sa63-76x7 REVISIONS S PROPERTY OWNER: INDIAN CLIFFS ADDRESS: 252 INDIAN CLIFFS DRIVE CHICO. CA 95973 arsi�emw nig oxnv"a wo.m nr� oeadavrmn waonm ocaeunw cwrwrEo" ,v�o�,evrmw�*.w+.a nco`ausoxmamnarmoeawtwc Noswuw*ae wnaurrEm�se war�vw.oaew amour w+mora�or��+r�n•.E cc sco mn nc�"ae a �s[avm REV DATE DESCRIPTION BY CICD APP/D DESIGNER: 415-382-2149 RONNIEAMES PROJECT NO: 2839 WATERUNGLES DESIGN LEAD: JAMES WATERS 415-382-2189 CAD DWG FILE: S-2 STRUCTURAL SECTION.DWG CONSTRUCTION KEVIN ROSALES 530-693-2000 5 4 9 2 B22 STRUT B22 -A STRUT B163 22.50 ANGULAR FITTING B22 -A STRUT B104SH 90' BRACKET DC DISCONNECT 5'-4" K3���11►1 047-230153000 STRUCTURAL SECTION E: 3/5/2009 E: 3/5/2009 E 3/5/2009 PERMITTING SUBMITTAL S -Z 1 D I C I A I EFRIIIIIIIIIIII o� 5 I 4 I 91 BENNETT JAMES 3.05 KW (9) KD205GX-LP PV MODULES (IN SERIES) (18) KYOCERA KD205GX-LP MODULES (9) KD205GX-LP PV MODULES (IN SERIES) (1) FRONIUS IG 4000 INVERTER (18)X(180W CEC)X(94% EFF CEC)=3045.60W AC KYOCERA KD205GX-LP MODULES: MAX POWER: 205 W CEC RATING: 180 W MAX POWER VOLTAGE: 26.6 V OPEN CIRCUIT VOLTAGE: 33.2 V MAX POWER CURRENT: 7.71 AMPS SHORT CIRCUIT CURRENT: 8.36 AMPS TOTAL NUMBER OF MODULES: 18 FRONIUS IG 4000 INVERTER: MAX DC INPUT: 500 V MAX INPUT CURRENT: 26.1 AMPS MAX AC OUTPUT CURRENT: 16.7 AMPS PEAK EFFICIENCY: 95.2 % CEC EFFICIENCY: 94 % STRING TOTAL: MODULES PER STRING: 9 TOTAL OPEN CIRCUIT VOLTAGE: 298.80 V TOTAL MAX POWER VOLTAGE: 239.40 V TOTAL SHORT CIRCUIT CURRENT:8.36 AMPS TOTAL MAX POWER CURRENT: 7.71 AMPS DC PHOTOVOLTAIC POWER SOURCE: OPERATING CURRENT: 15.42 AMPS METER OPERATING VOLTAGE: 239.40 V MAX SYSTEM VOLTAGE: 349.60 V SHORT CIRCUIT CURRENT: 16.72 AMPS 200AMP MAXIMUM SYSTEM VOLTAGE: MAIN BREAKER TEMP CORRECTION FACTOR: 1.17 10 240V ZOE MAX SYSTEM VOLTAGE:349.60 V 200AMP (OPEN CIRCUIT VOLTAOE)(STRINO TOTALXTEYP CORRECTION PACTOR* ENCLOSURE SPG SOLAR REVISIONS OOxFlOEMUL ilU4 �UwiW .wp uA'pT..OEYJtlVfldl u0011¢F WiOWMTgNCOHfutfDIEIEW .u�crosioo+�o.acmwweruir uo r�rxausvE oaooemra wo wun.xc, um w.0 ee REV DATE DESCRIPTION �lBU9,�D.REVRWIICEGWViED.d5ClO5ED.ORU5E0.iNWN0.EdliNvutf,WnNry>UroOSE 20 LEVERONI COURT NOVATO, CA 94949 CA UC. #759086 415-8837657 w,rwrT�sxweas wnmex a¢wnsvon or•ou�vo ��'����' I AM 2 PROJECT NO: 2839 CAD DWG FILE: E-1 SINGLE LINE.DWG 5 4 9 1 DC DISC SQUARE D (2) #10 USE-21RHW-2 COPPER NON -FUSIBLE (2) #10 USE-2IRHW-2 COPPER LOCKABLE 30A NEMA3R (1) #12 GROUND 3 POLE 600V HU361RB DC VOLTAGE DROP: MAX POWER CURRENT (lop): 15.42 AMPS O/MC 1.240M DC RUN DISTANCE: Sft VOLTAGE: 239.40 V VOLTAGE DROP= (Iopx2D/1000RIkft)(0/Idt)= 0.19121 V %Vd=(VdrVnom)100= 0.08% FRONIUS IG 4000 INVERTER AC MAX OUTPUT CURRENT: 16.7A RATED AMPSA6.7A X 1.25 = 20.88A AC VOLTAGE DROP: OUTPUT CURRENT (lop): 16.7 AMPS O/kft: 1.240/Mt AC RUN DISTANCE: 80ft VOLTAGE: 240 V VOLTAGE DROP= (Iopx2D/1000ft/Mt)(OM)= 3.31V %Vd=(Vd/Vnom)100= 1.38% (3) #10 THWN-2 COPPER #10 THWN-2 COPPER GROUND PULL BOX (4) #10 THWN-2 COPPER FRONIUS IG 4000 4.OKW INVERTER 240 VAC UL#1741 INTERNAL AC/DC DISCONNECTS BUTTE coUN 11 i3UILDING DIVISION NAP OVIFn (3) #10 THWN-2 COPPER #10 THWN-2 COPPER GROUND PROPERTY OWNER: BENNETT JAMES PARCEL NUMBER: ADDRESS: 252 INDIAN CLIFFS DRIVE 047-230-153-000 CHICO, CA 95973 SINGLE LINE DESIGNER: RONNIE MUNGLE 415-382-2149 DATE: 2/16/2009 DESIGN LEAD:DATE JAMES WATERS 415-382-2189 2/16/2009 CONSTRUCTION: KEVIN ROSALES 530-693-2000 DATE' 2/16/2009 PERMIT SUBMITTAL E -'I 2 1 miles J _I 41 78i WELL (E) 10 150;- o a 0 _ice 320P/ PLA"'G DMS ON - BUILDING PAN APPROVAL Use,Date: oZd d Parking: Landscaping: Other: Signature: „ 9 7+- WELL + - 1301+ - LEACH FIELD OWNER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION. OWNER: POOL AREA TO BE FENCED, PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. BY OWNER OWNER: WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR 7 DAYS. DO NOT TURN ON POOL. LIGHT WHEN POOL IS EMPTY. DO NOT USE RUBBER NOSE WHEN FILLING POOL AS IT WILL MARK PLASTER. COMPLY WITH 2004 CALIFORNIA ELECTRICAL CODE ARTICLE 680 AT IC i� SCALE 1/8" = 1'8• ;TER 4—GREY4- SIBLE PEBBLE—TFC q� (C- C -,z P� ,_„ GENERAL SPECIFICATIONS rBUT BUTTE cog q� f SIZE 18 K 32 AREA 576 dDEPTH Z� EWLL0 !) d( \ •i SHAPE RECTANGLE PERIMETER 100 TEMPLATEN0. CUSTOMv+/ TILE SIZE 6 " >< 6 " TILE COLOR O T S COPING YY /„ COPING COLOR NO LOUNGE AREA POOL CAPACITY 2 OOO GALS PUMP CAPACITY ' MOTOR H.P. I 12 H.P. FILTER 48 SO. FT. ' FILTER RATE I to G.P.M. . 4 TURNOVER 3 1/3 HRS. VACUUM LINE & SKIMMER 2 TREES, ETC. N 0 RETURN LINE 2 - PERMIT OFFICE ONCRETE REMOVAL BY: N 0 MAIN MAIN DRAIN I I 2 SKIMMER - MODEL U-3 PHONE NO. STEP W TANNING BACKWASH TO DFS LINE AREA 30 - OF %" FILL LINE SALESMAN ANTI -SYPHON VALVE __6_U Tn E f L L MAP BOOK NO. ' 4HEATER NO SIZE NO BTU GASLINE BY: N 0 VENTED BY: NO LIGHT &00 W NAME JAMES AND KPI ' CLOCK 220 V ELECTRIC BY: C F P ELECTRICAL BONDING BY: C F ADDRESS ' POOL CLEANER POOL" VAC CHLORINATOR N 0 LOT NO: BOARD -SIZE N 0 COLOR N 0 CROSS STREETS BOARD SUPPORTS- N O LADDER -Model kin BOOK PAGE BLOCK STUB PLUMB d res�O ' TILE & COPING ASAP D OTN DECK BY: C F P TREES, ETC. N 0 PERMIT OFFICE ONCRETE REMOVAL BY: N 0 SALES OFFICE AAYEA O BONDHtE HEIGHT WIDTH PHONE NO. MGR. JOB NO. SALESMAN MAP BOOK NO. D�" SWIMMING POOL LEGAL DESCRIPTION NAME JAMES AND KPI AP 47 —230 —193 252 1 IACLIFFS DR .. a• ADDRESS CHICO CA LOT NO: c+• o. s CROSS STREETS TRACT NO. RES. PHONE 228-0733 BUS. PHONE BOOK PAGE BLOCK CARE -FREE POOLS MAILING ADDRESS " T• S _ #9 Alyssum Way cc_ Chico, CaGfoTMa 95928 Bill Bell Conic Lic. #380826 Phone 342-4639 W, 0 -5 UPC, NEC, A5 AMENDED 10CAL -- TIM., PKQkCT,5HALL CONFORM TQ- ff 7/200 OC, PEP BY , . -T ff�5TATE Of'CALIFORNIA AND BY r LOCAL": -)?A MAE-, W10 ' 5 -ME Rf 5 EKITAS1 1 � -UD,DQRQ ' "D5 QF AD'QIIAYOUT OI OQ Rty, DITI0N5,'IT15-:'-� !TY OF PRAL 5u-'-"')NtM ,fQK5 PARTYTO TH15FKOJECT TO 1,Gk�'bt PjTJON5 fffECTING CONDITION -6;,H& CQN QNTKA- K,ADOUT 50CH -WIThOUT F ND O "TR r A AOR M-5TYLE-5i,-MAJE�J L A 0.' ANDJW JNDQ, HEN 'E FLOND :,FWOK,5Y-' i 5 G, 5 A16; -11.0.N..' ONST CCION, TQ,EN5Un,,,' fER KU kAPNWIJM;66'� Ft RDINA[lON%CQ11OWUF,AI L A PECT5. IPTBC, N ig, g 44.- v5p. %F 4.5"'4. 6";ANALY5 -ET p 51TE, PLAN, CON5ULTANT5," TIT LF T-05CU I%), V Rfbi GARAGE FLOORPtAN PARTIAL ,' (14 5CL A E , � �l � L_-__ I[ � I 11 11.- I I i - ­ I U � I � I - __ - -1 �- _11.1-11 . ­ _11-- _­ __ I - - ­­ I I ---1 I - 1111_ ------ ____ �, - I -- -11-11-11'. ­­­­­ ­ - � --- __- _ - I- --.1 ­-, �_­ _--___l____-_ 1-1-1 1-1 ­ ­.­ -­-­--_ -_ --- I—— __­_.__­____._ - �', " I - - — - "�­ I—, , I , ,­ -f-111-1..", � , � , ,�� — , .- " ` i , ­;� _* T, , , Pi , ,, , ,� 1. . - � �� ,_�_ - ,-p -f " � _? , 6&Q &!f,�­,,`�" . __ , ,� , 7— � � , , I - ; , " 4. . , , _'r,'�,,�'- I - � ­ I , _- ,�� , , . ,-,.,g , nj - � F �, 11 � , I � - - -1 - "R., Z, �n - , - ". , e .e � ,� � - �:,� -1-1 , �:�� , , , " 4� ", - , , � -'i , j" -,,,,- ,­ -, ­ ,5, ", V - I I 01- � - - :­, - , - . '�'- 0 " ,�, . � ., v, '.w ,4 ,� - - . - It , - � , I _­ ­­ - ­; I . — ­ I - _-PI'l - , ", , , � �_ `�' , ill"', I , � - ­�?_�', �, �, �,�, 'It,: , , , A., I - 'mv, 1��,!�,'-,�,', , - I �w I ,i. �', " " - I � I .w �1_llff , �, - - , �.- � � I , - , C� �­*K "� 7 --- �­,',','�'�,� , , ,;�, � I , �� - 1. I , -, ", - '. " " �� _`* ll'-,�i"Y-�-�,'�5-�,.--,""t"�m�� : ',� �, ��,,-,�, �.`-,, n�` . -�rT-,, -, �, � _ . ,� - � , , , ii � " , � , R �, I � , ,�,, , , - , , , I i4 6 '.1 � -, 1, A - _ , I _� , , , - , , a � — � 4� �� � _� , � , � �­� � � - ", - - � - . I v , I � , ,� -, - ­­ - -, , �, - , " ­�'- -; �� , "" -,_ , -, '� ,7 � , t'!_�, - . - I 1�1� I , 11 I I , " - 1 � , ,,, -, �,_-1 -, �,, I M -1 BE -, � � "" I I" I I . I � I � - � ,� I -, "I'll", , 1_'�� , , �i %_. � - - � � i- I I ,�_ I . ­ - . ", I , ,�, � 11 , � , I ,� . : - %� I � - , " , -Z" -, I ,I, � I I . I " ', I � , " 1. _ � ,, I ,- � , ,- , , : � ­-,�� ,,,,�­:­�--�0`1�,,-,, - -,-,-,.",".,�.,�-"-,'�'�",."N,�'�;-"�-� Uk , � �, , ': � I - - � ', - , � , - -I , , . , , ,� � " ,x"', �� , � ,!� � I I 1 '117, 1 1 1 1 1 ,� - I I � I , �_ :" �, I , �` - , - -- - ---, , - _;, I :. 1, �, - � , � ,_, , � jll,,�� , -, ­_ "­_�_z'l� I , � , �;j , I I � I . � - I : , . , , -, " , i , -� ." - V ,� �� �, , . I I I !� , I �,_ , , �-, -- `� `-i--�-`7-"i�-`�5"�� �, , , � , �� - - -, - I � , I � " I ­ - , , , " j � o �i ii �:�' , - , "": ­-,� �,,, , � ,'� f; , , 'm I ,-, R " , , �� -111 - 0 � 11 - , ­­,_ 0- - , `­_ i., ­ - - , , �� � , � ., Y;l 11 I I 11 I I , - -7 1 � 4. � . �, - , , - 11 0 _;-;�14_?,6_4,� �_ I - - - I I I - 1 I I . . - . I .1 .1 ,�, I I I I I " I , I '_ -1 - '' " �' ­­` - ,�,;";"f�"'��',',,�"-;�2�,,�, ,� �. - _,_ - '. , � _ " __ - , ,!; " � � - " - " , _­­! , , r, I, � , . - 1�iw F , , � I I 'I, , "' - � , �`_`� 1� ",'I �` z �"I'l�""Ii�,�"I'll",----,����,,��,����,-� , " "k, f �4 I - " � :� 1; I � I . . , ,,, -­�,,,,,,',,,,�,��4,'-'�,. . � - _ W 01 V_ � - " 11 I :", -1 ­`­' - J, _� ­', " ", 1� 1-1 , ` , " ,,' , , `_ " " � � I . � � " , - � -_ " ,,� ,,, "" , - ��, - "' � , , I � , , , � o , I 7' . - 1�1 I I I , I I , , '- , ­ ­_ " �'n-`,- "�,-, -_,4- ­,�E ,,�,-����""���,-""-�-,,�",��,,� """r""",-��,���-.',',�,�,-,�,, 'f�i�'.�,',,',,�.,.,�,��,,���,,�,'--,'�,�-�,-,�,,�,�-��,,,, i�'_�4,84`,,�- KJ-2,�,qP4`�� !',�,- ,,-",",,`,J ,-J,�.'.��,'�, ,­`�� , - "' .Z�,Z­, , - , I I , � ,� � I I - - z -_�,,�'�-v,-�-'4�',,'!�', - , , w, �'�,� , _- T�"A4_1 , ,,.f,,i' - , "" �fgp 'p :, - � � " , I . , , , , ,� , I I I I - - I I ­ I I I I , I I I I . I I.. I , I I 1� ,,, - ` � , , -�� , ----�i . , _�. �_ , , 1� - . � . I I I I I - - � � I I I - 11 I � I ;1. � ;.1 "'.�_--, , - ,�.-, - _4,-, ��;�- - ,�� , , . � , , � -, I " I , : , , �, ,�� - --,,, , 0; - , - �, � ,�4., � � , - i �� ," ;,"� I I �, , � I , -, , , i, I I I . I I � I - , '' ,� � � �: � - 11 - , ; - I .- ,�, , ; ,t,0 -, "'�T � 1 � ". � �, �w I , - , "., i_ .,�, " � ,�, . , � , ,,�� �,, -, �,, ;� ,� �, --� ". - , I'll ­ I 't i, � I , , " - "' , , .., - I-, -, M, � ,� . I .1 , -, " . , I ­ - , � J I I `� _�­ - - , - - -11, I I --- _11 - , �. " � , , � , _,_ .i , I .;� � Y�',,-,?�T5 , !'' 'r � I I I I J, -- - - - � - � " , I � , , , �,, i - I - I I - I I . . I - ` 1-111-111--l' � ,��:,:"' , ;, , , , - , A , - 4___�! I I I I " - I -1 , �f , -- �� `� � -,,­` `�_ � , _ - " , `771,��" _,'6, i�? , � ­ _�5t I -I' ��� � �, , �i - � � - � , ', "". I- I,.,- ; ', '­,­,�,` �, � , : � ',; ,, , � : , - , , �_�,_ *11 , , , � - , , , ,0, - - _ �, , , ,, � - � � �_ - z � I- - ___ I I . , - - _--l -_______`__l_ � , - "I , , " ,'. � I .q: I I I I : ", � , - . I I . I I I I I I � , ,I I �­1`111--` , ", , , 2- , __ "I � f � I I - , - , � , I I , � - I � �� - I ­__ -11-1 , ,,, _; - ,, � ", , - I - I I - -1 � ------- , I , I � � , � I - , - I_ - - - 1� " � I I � �_ , , . - I - - - I �_llt_ -1 - -1 I I - - _ -, � - -1 � . � 1� � , � ;­ " � , I , � ,_ , - I -1-1 .1 , RUP ,� - - -�- , -, ",--" .�,� - - --'I- F � �, . , I I , - W � , I., � I I , I , , - - .__'_� , -:�!,',, ", �l Ft"'. :�t',�"',� " , " ­,, , , I I :_ , � I ��%,, � - - , , ­,­ " - ­-, - , _ , , �, � .'' I __, � , :, �� , _­i� � � , � - I ll-- 11 1� � , , -, ... ... k --,I,��!, � i I I � � , , � ", ­ , , "It �_Z, �", 11 I I., , " ,- , , 07- � � I - _ - - - :� -�,, -­ ,,, -.- � - ��,�,', - -',,:;��,�- " -�'k�,� -j�� 0�'k-i*,,'�v,'-'i: '�!�`!� , ��-­�'­',�'-!,-F - -,-,, -,,--, � , �i, � � ,� -'_ - - � . � - - I � ,� I I I - " """ - " , , " , "" �, r I . � , L lz_ I I � I . � I ­ ___ � , �� ,,, , �i,�� , � � �'l I I � "" , � - - � , , ,�� ,.� ��u � ,-, jl)��,,M ,,, � ,� � �;��;�,'�_,,,,­'�,,� ,,,'�.�_ -, ", I 11 . , I � � I -I' - � ­, ,I, , -. � "'. -, , " - --- - - I I ", , , :�.', _� I � � - � 1� - I - , I z "I � . I . I -1 I I I I I _� 1, - , 1� _�Kl- . I I,- " ". - I I I , , , . � I I I ,_ � , _ � I j - I I % ,� ,�, � I , ,,; __,_ I - - -1. 1, I . ,i I I , , � ", - , - - - --;, �', , --I',- ,:o` � I � I .- , - 11 " I 1`1 1, "I", � _, �: ,�� . :, ;, �, ,- , I , , � `,`_'-,� ... . .. ,: " - -, `-�­� "'I" ��,;-_ - ,,, , ,!�'! A "; g�L';,,.,�,,l 5--, - - , � ", � _,`�,,�"", I 1, I � ,, "m I � , , , , �, �� �. , �__& , � -11 : _ _ -_ � - I . , - , 1� � � ,�� " ,f,: . � - 1­� , _,", , - :� , � ,, _t� � -, - I . I I I - i I , I '_ `.1, . 11 I I I I � I � 1; - - _r , !,-. �11 ,�i ­­ ', i _� , , , , ,�-_­ I , � -,� ,:�, " -, , . z ,-,- ,­� I � _� I � - � � , I :1 - � . � , � , , _ , . , - __ - . 11 ,. I " I � I - , , i� �� , I -,-, ", _ " "" " , `1 , , 4 ;_,Z� _� � , __ x _ , I �,: -1 �� , - , �, ,", _R,_ . I I I I � , , I ­ . ,, T �17_111,i � �11 �l ; �_ P � � - - �l 11 I I -, I I - ­- I I I I - � , _,�_ I _�, ,� .1 I I ,� I I I , � , - - I � � I � " - � , � ­ '. -� �-,� , . I I I - , � I I " _� - , 1. - � ,­ ", - 1�_l , � � 11 � rl , - 4 � 11 , - ,l."�­�14"­."z-, � i�5*lii` -1 , - _ � � , , ,� , , � � , - - , � ` 't4" -1-Rmli, - - - 11 - , �_ � - ,� ; 2, ,4 . .. �.. � - ,,, I 5 �', , � - , , , - _,"_ - _, i-, � � �,,, " .., �i�� �� , , . I � ", - , - - '_ , . , , i , 2�, , . � - , I I , :� , � � , � , �­ , � I ,z '_ ", ,_ , I . I I ,I " , � . i t__ - , " __,: � �,,,�,,,,�f - """", I ­��,;­,� ,� � I , - , � ___ , _� _ _�, i,j�,, ,,, I I - I I , - , '' � " _ � , �, _� - - , -,, - 11 � - - _ , , � , I I I 1�� 1 � "I I , - I "" , , __ Y t " � �� � � �N-i 0 � , � ,.?,! - I , � . i � ", I I I- �l .__ - i , " � �-, , :, �, , ,,� 6 ,,- , I - ,� � , , , , , , � � � . - � I I � ­ I � " ,: - " , __ � I I I � . I -_ I I .1- 11 ", , -­ ­ - -1 , , , %il7l 1­�'. '1� ,iA _,P� ­lx�� - F__ ,w_ -- , , , I I �, _,___� 14 ,�Yi , �11_`� ''I ! `1 � v ,;" " , - , � — __ - � ,- __ _.___________ - _____,_________,_,_________ _rt . - L --- - , , � - 1, "WIN"Nom--o— , - - - I . - I I-, - - , ,� I - - ,� ,�, . g , � g � .. I ---- --- ______ __ - -------- ____ I � I � I I I I - , , � :1 , �: � !_ i� ,_l ,_ - � � , ,"!T"Tople, , � - I I , �w , � , - - 77 , I- -, ,,,�;,�-�ii' , , �.- � _; - 1, , - ,,,� ,,, - ,-A, _2 , �i,," .7, 1 , , , ­:;,�� " - --- � 1. � ITTro,'"'IFTIToi, - " I -1 I I , r I I ­­ - - , ,:, ,'� ,­ I I , 1�1, 1, � � - 1�1_� It -1 � "! - �l -1 I ll�,'_­'­ll 1, 11 11 ,�l � I 1��111_,_-__',Je , I - - , .� - , �� : , "',� ,,_'�, , ,� ,-� " e " �A � `*- �,',r��k�`�,` , , , , I I I - I I - � �', I , �-- . ­ - TT I I , I . - I � I - ,4, � , , ::�,'�,� T, �;i ll'� � I � � I , - _,j, � I � , , 11 kl , � - ,�',ri�k�. ",".; " - I . ' . , � :� "' - '' ­ , — �_ - ��_ �� ,- , i'l � __ - I , �: j, , - � I I � �_ �_ � k , -11 11 , !��, � . li�� � ��, -�� , - -� ,. � - ... � ­� �,n,�'�.r �, -�,,;,. I I ,__�,�_�_.� 11 .- '' - � I _ , I - - � " �_ , �l ,�""�.�'�t",--�-�,-�,,��','�,�"---��,��,�,,,�-�,,�",a��-�,i-,���,,,��'�-K,,--,�l-'.�,, I" `r�'�?��f--�; ,- , _ , V - - I : I I I I v I I.- I I , - I I I ­`��_­_�­;� : , , - 777777 ,,, - ,�� - --.- , g � I �', I I . . . _;,_ ,, 4 V"_ " , , -, � I ­ , -�,'�,- I __ ,� j - � -, ,- , - . �, - "I'll, _,�_ I I - , . I ,�K,' I - I I 11 - I I I I ,� ,,I- . I I - � �::_,`�� , - I I I � , ,, -, "- -��2- ,,, -­ -,,.,, - , � ,,,; "I * -- , -, � - ,!� ,,".,�:� �� "I zl',_ ,�!, ,�:i,,,.,�� - l-T. ­,V ,�­,,,"�,,,-, � � � 'r, ,, , , � " I . , " " _� I . I , - ,, , -, 7, ," �,,Z,,,, "',��,, ", I I I I I � , ­ ,� "--'--- - t� ­`�,�,� ­-,,%�,. �U,"",q,,_.,f , � _', ,,, " , , , � I � I , , , - � . , �,�,`��,,,­,`,, ,� I _� I - - k i,,i � , , Y�, �: I , . - , , � ",,, , �-I, ­,-,.�,�' -�`�`­,-- -i-_, ,", ---'�,�� � � ", 11 I �� - �,, , , " � �� �� ., � � . I., I , . - " � " . , - �, �_, ��i�, , ,',�,S, Y",,", I's ­'. ", I I I . I � I I I I � � ,, " , , ­ , I � " - , - , , , " , � " ,,, , I ,_ . - � ,,, r - _� - �, -, -1 � - / � i, " �, - ,� - � '� I I - , , ,,,, ...... " ­-, " " , ", -, - - ., I ­�li � i_ - 5 , , , " I . � , - ; . � � , � __ 11 1�111 � . I . , , , � , , � � � � .:t _,'­ , 7 � 11 - , 'i, . I - : 1, 11, "I I ... I ­,,�: �­ - '. I � ;,4�� ',, - , ,, , "I ��;!-"� , ­'. I.P, I I � " - � , � � . "; � � � � . " . � - -, -�,,, � , ­� -�,, - ­--�,,-,,-,­ - , -"� , . - .1 - ­ - ,� , � - �­ ." , I '' I - , � - � -,-l i?, ,,�,Ltf,_, A,, ,_,, � � . _ , :� � - , I n � � - , - `�i , ," ,, i, _,A, , ",", 'W'� - I I - � 11 I 11 , , w - . � , A , , "7, - �;, ,_ I ;_ I'- _ .� , I � " ,, ,­�,�­!, I ... 4, - 1 " ­ , ` � -11 , , . '' �,� - - "11--l' . , I �, - ,11 � � ­ " - -1.1 ­�_` `,,,­'i�,_", ',� , -'-' " -",' " -��,_,,- _,_,&T,4,i,��'I, i:, r -W - i, -,� � '� �'�lll � 4 1 ,o I I ,11 i 1_1� -_ I'' � I ;,", ;� - ,Z�11`111'IiWiZ­t­­ . I � e_ "I : -il 11 � � - �� � , � ;,,,, � I , _� � _� I I _,i�� ,;_- �',.�Y,;l, ", ,�;'ir , 4 , I I - , I 11 . I , I I — I .� - I ,`�., , I - I " � - � J,9N,V'PW� I ..... � �. -!, -, - , , - . I , �,�,� � 1 9 1 �_�Y � I A I . I � , I - , I - , , , , - i" Z ,� -, --- i � I , , " , � � I i �_' ,,, " �5, , ,'T �'�, 1. - � - / -------------_­--------- I ­ ___ ------- - — ---------------- — - ��l ,� - � �'. _,: ��, � ., , I I I I -, I , , " I I '' - , I I - I , �' " , I - I , _��__ I �, 11 � ,,! , " - , ., _ "I , � . � I " _ - -,�,;':i, -,."-"-- ,�,-,,�, " " ""�,- -, -, , '? I I . 11 � I I I I I � � z - ,-,, , _1� I ", I � 11 , �: �l I I � �l ; -- i � , , , -, , " �,r, �,�'. - " i, - " - - "'.1 -� I ­ I - " � _-,"', , - I -1 ,� - -�,�%-',, - I . . . � 11 I I _, I I I �� I 1. �; I I I lil I - � I I _: ,� �, , , � , 1, , ", - --,, �, " I I I I I I � � ��,� , ,. , . -, _ � i � .... .. �11 - ,� I I � , - � � , :�i �___ , ��; " �, , ,", - �, , ,,, � I I I I I � �,� : I I , ` , , - "" - � -- __,_ . �l I I - ,� ; - " _-,��-� 7 " � � � - ,--� --I-. . . � I I , " _-, - ,_ �l ,* �,� , - , , . ''. - � 1 ., , , , - , 11 I I I . I I I I ­. ,� __, - � _.�, � � "I", . k � �� � ,j 4,1 .1 -, -,�, ,,,- , ;;;�g � 204 I " � 2'�b� � I � - _ ­ - - I -, , ", ­ I I 1 CI -91 � I ,� � I � � - . . ,,,,, ," I 1 I'A' . 2CY- I P 10-5' � , i�, _� 11 __ � ____�___ / , , � " ,� , I ,: I , -;!- - _�E�� �,��,77U 1 1 . ____ - -----,e, _____ — �� 11 _ __;�� I I I I - . I I � "I I I I � I � �, I . �- I � I ­�lll I _el A - � I , I , I � I I �, . I . I I 11.1 "I'll , .11 - 1. , � 1� � I , - I -- �,�-_,i - _� , . I j,,-, " , , I I 11 I I I , -.1, �, I �,��'! _ ,�, , ,�",­ zs,-� . , � ,: - , " �7, -1. - � . I 1'� � I ­ . - ", _114� �, I ,i� �: � I . - � �' � , , �,�i I � � ". ? I �, " 1� - ill I .. z ", , �;_,, . - , 11 - , , - � e , _� I G, � I 1 41-11, 4-1 2�-(f � eL I - _Q�, I I � , . , , � �1. 1-1 " - ,", I ., I .- � , , �� �. - , ", ��­. � , -61 - 2'-O' . � 11 , - �, , , I 11 � __ -1, - � e_ ____ e ____ 2'-O' _�� A , ,_ " 1. �7 4 2�-O� 12'- P I G, 04 I I I 1-91 _____�, 11 _ e_____ 5'�O' , , I I ,� e-- 2V: )" ; - i : i" � - , . I i , - 1= e__— 11 - _____________ ___ - e----- --------- - _;l --,-- ___ — __,L��_l er I _�l ,-_-�' I � . � , , I- �-;, � I I � ,�_`5��L�2K� �_ 'I, I . . - i :,� , ): � I I I , �-,-,�;c;Ljzm­,-m : "' - -11 / _� - 1� / , �l __ I ! � I I I 'I I , ­ , � I ___.� -,l _ ", " �l liv, - , - �1' � , � - I / 7W T I i -, e__ G -V I_ I I I 11 ''I � � . I � I I I . ­­ , ,�; ,:: zi , � . I :� - I � , ,� �lx, � � I - � I I - I , . , , � - - I � x I I I � I � I - - � il 1� Z � i - . - ,�z t - I . � - ., � I k , " �l 1, �1, - , � ��k 10 - ____ —lo - ! / _____� I . , � ', 4 ,� I - ; " all, "I'll, "I'll ,- I , , : I ­ 11 ,-,- �' �� - I �, - 1, - - - -t�!,� �,- , I'll, 11" � �. ,­ � , I � . - . , - - , - � , I ­ ­_ I , , � , - - �_ 11 �� , - , , I I I I - il, - ---- -:�,',,�,,�, � , - � �1� , 1'1�� I � : : . , �, - ,�-� , 11111111�, � I I I . � 'Ili � .", I Y";', - ,-1. � , I I I I �, ,�, �, ..... , I - I I I I I I 11 , I I I I � - � :�! , " V I ,; "n ,, � il��7� 1 � I I I I �, ,, I 11 � .?4�,_'�V, 1 1 �� - - � I ­ I ; 1� I I I , ��,; ­`-�,li:; 'i"',.." , �'.o ,:, . � � �l J'! I � I � � , _:, I I c I , i'.". _,�:, - ," " 11 �,,`�', . -_ 1�? I I I � 1, � I I I � , - ,. 11 -N _tA,qfmN I � I , " ,�, ,, 1`1 I I -1" I I I � - , , : , , � I I , � �, jj , �i " - , , I - � is , , i I !� ` - , - � , I , - � � , , , , _1 , __ , , - - - , - I �_ �� ,� , , " ,- " . ll� ��___�_�'- - , -, " - ", " - , " - " - " , " I " . , �i -.1 il `1 - 1�,_ , � I � 1, I , " i -,, �,, -��',�,�',,',,.ij � -, 1'v� ,� , "", ­,� ,,, , _ - t'7-1 "I'. I I � I I , ., I �. � I �p_ - , - - , -, " - - , , ,� '. _ - - , ­ ��`, ,"r* Y -9X?. 1 , ­�, ­� . "'; 11­19_11,�,Y�11�­'l , � - �,;­ , � ,, " , �, , , ,, I - ,�_- - �­� � �` i , � - , - , , � , �, � I � __ ,��'� __�l � � r � I I � . I I � - I � 11 I :,,, Iz-1,11, I'll "I'llix I ,� , e ��'­­,�'.-�,­ "I I , . ­ I I "'� � �l , ' ' - 5 I'll, 'lx,:, �,: " , , 1, , , ,,,, , ", " _ "i _�, " "E, `."i'. ,"', " , - , �,,�,&,i -��,-` ­-, ­-,_�, �_l - " , � � 13�1�.`_, ", , , I I I , , - , wi ', �? ,,.;, " _�_'V�'��, �,,' �, It I � , '15-� _-'Ill �1.11.',;,, ,,, �- XT',,-��,�,, � " I j I 1 '',��,,,�",','��,�4-��,'-�-,,"�,�"4"I _""',,,'�rx�,-"z', ���,-�,��-?.�-�--,'-T-.�,�,-,��,'�'�y"", '�l I I - I �'lll 11 U, -,.,;, _--��'�', I I ''I -_ _�� * , I F,�!�,, L A, i N, - _-, I,, � , -11 � ,,'X`i�"Y,_ I �_�­ I � 4, ��"e, lv�',' � . '!. - I � � , � _­ I "I - "', __ � ,� I I I I I 1, � , I 11 11 1�­. :, '_ , "-,�,.":,�,-'�,."��,',�,,,�"""-4�-! - , - ��,4"�,,�,-,,�o�,,�,,�,���,�,,�,,�,�,,�, , I -­alj� I ­ � � , 1�1,11, ,� -� �, , _,___� , v - ­­ - -, "w, ��- i��'� ,il,� �,­ , , - - �, � - , �­ � I I I I - � ''. - - � - �­ I I ) I I , 5 - , , , , , - - : -, t"" ." e ­ - I - �, �'; , I - I I I � ­' ­� i . H_ - "� , � - , , ­_ � 1-1 'i- � - -A L t:"'T ,.,,' [ , :�,�,,-,,-�,�,�,�'-�,��",�,�,', ", , - i , I . . _ - ", ._�,,,,!i5"_l 1 � _: ­­ -5 C- ­� - _,,�,, .. � r " ,,,,.', ­` -�:�i,*� � ­r�- I, _? 11 - - . I , ,i ­ � *�� - � I I I , I :1 - I 1, ,� _' ,. _�, � , , ,�, V*� ',;�',' ill� ,W,! I I � I I � _.;V�,"�5 � ". ,;�'i­,7,,,,-,"!,''-_,_ __i�, '_,�,:,',,�,-,`,:tll ',,,�,��,i,��"".-,-:"�,",'��,�-,-,��,�',��z.��-"�'� __i - - I - � ��._ - �l � :�!� , it'g. , I �, I I , - � - I '�f� � " -, '' '' , - 1�� --:� - j, -,�,,� ­;,,��' , __ I I I I I I �,% ­ ", , I __ , �,',-� �. , ' 11 ­­� - " J,;"'J `,'�,��,,-,,, ��,`,� `�', ,''i, V , """', �,, ����",i�,,,�,�-.,.-,�"7--���"-�,�,-,, , - - I I � I I I I ". �l � I _', 4,,' ��,',,. ',� -,-,-,,! �,',,� , , � � ,4� .. .. . ..... i,__.,,j__ � __�, 11 ,:�, �,`,' �",:i�,,- 11-w-0a I I - I I I , -; r.- � I-.-,"" ,�,__"t�,�� �'­ 1� I I I . �_�'. I � �_ _ _�, , , , ,�� " ,"',-, , i �4 , �_, �� - *,-- '' � _-� _-J7 "6 -, NO, I I , ­ , , " -, - �. -:���,��,,,��,��,,-�,�,�.;-,-',',��.�,,,,-- - � , , - -, � � - " � .�� I �, 4, I., I '' �; �-�� .. .... �_,� - , "'.,", , 1, , -- �,'� , - .: -� - , , '7-1- - —_ 1 4:_�z � I - I � I ­� ll,�.­, 1, -."",, ,,-:���,�--'�,;.;�-,-,�,,-"""::!""":,-,,� - , - , ?�, � I -% , , � ­- -11 1- I I 1- , , I I I K - �9 ,J��(Y! 44 0- I '- 4'-CY� , � I � I � - I "I 1, . ,' � , ', ,� � , �� , - , �� , , , , , �7­� , � � 1, , I I � . I � 11 1* I I I 11 _� � � � I I _: I . � ,j., - - , . - � I . . I, I I - I V. . . , ; 4 .. ,,,, , � I , I- ­­, ,�� �� - I � I ­ 11 I 11 1� . , , ­ , � 'W" �_-ll � - �-�-` ,�_ k , � I � I , I . .1 , - � ,� -S, ­�i ` - , ",!" � ` �­ , :��,17f�­,,,P- 7��i-,'- - ­�­ -1, - - � . I I I I � ,� ;�, v , �J i�l� I '­� " _-z .,�,��,�, .. :; �� - � I " Ac`;,l , i ,,, `�,�� � �� �� �,,�--�,7t-,�,,,,� _,��,,,�-;-�,-­;�, .1 _501F, I ff.v I --------JVT7 , I _=_ I � . I , �, I "I - - i , I - __,_�11'1`?:� .-Ill.." - - 1� ", __ , __ ". , '" I � : . � � - - . �� I � 11- I , - , . �, � ,�� xw�,,� i_,,�._ I , I IN/ I — — I I I I I I - I I I ; cp� . 1.111. 11. I. 1. 11 ll�. I I .. 11. ., "... - I - 1 -7 - - 11 - --i�,', �:,�;i�,, �: �i,'�,: N-�y,,`�',--',i ',t_ _:­ � ��'-,., � � ,,� � ;`,-,!47��,�,7- , :��.'�,3-",�,'-,,�,,,�7a,�-��r4�,7,,�����,,,-,.�p�i,,-,t,�,,���,, 7 7, �� .: i'l _ " ". , b . - — — —V --- v � I I I I - I , I � � �� ­', , , -�:,, ,,l,' ­'-­ "" , .'� ,, I I -, I , � - � I I I I � I � I - " I I � I I - ", 1, �­ , � .t - _ � � r- - �. , . I . I I I 1. � � I I � I I �l I �l ­­ - _�, n �,� , — c� � I I ", � I � I . 1, I ,� I I I 4 - J:'�,:�",`�, � , � I,- I I � _��_ �, ,j� �n,�. , , ��', ,4; � 1. I � 1, , " , ,.��,� , , , I � - _4111110 I - ", i: , ,��, -.,,,,�_-�-�,,_�, `,", ,-,,,',,- "' - , `� , t�il �--�-,���,�---,,-�-.�,',-_�o-'�-.�-���,,�,�- . - -�,,�41—F����������-"-,-:.-.�4-;,�� I I , , � I y I I - �­l 1,�� `-.1--f -.7,____ �7_11,Y, _,:� ., " ,,-��,,,��'��'��'�"­' `,�,'-li,�.Y`J-�'� .','�',,,,�,�';N,--;�r,',��'�,,,;�;�'�-,�,�i��-�'�,-,� � -41�' - `11 , " I , ��,, � , . � I I I I . ,�:,iJ�,­­',��!­,­ " , - -, : ,3;NKi - , - "' - 1,111�__l N� V �- I � I - � I I I I I I ., I � - I 11 I - � ., I I ,'�t� , .� - - , 4XI I I 11 I � � " _ -____l I — — — � I I , � - I - I �. - � , - v , _`-",�i, 1�­,', - " I 11 , , �--,, " ,,, �iie44 ";; , 7i �:�,­ = — 'I, ,I I Y I , , I ,,,.__�1_1, , -, �: " li (T ±::�___ F, , I. I I � I I I L11 , ". 1. - r" I . I I I � � 1: � ij I ­ � " -�:: ,,, ,i� ��,�,,�',� - '1-111.1 , --.1�"11,14,��,--,i",-,2,--,.�,-,':�,�,,�,�,�I rl � . I . I ,,, - , '' -, , i_%.,,�,', ­­­ -_;�* , -,-� I -`-- I � I " - 1, �� " , -��_ , � � � .,-.1 --;,�',­4-'­;, -pi, �", - ` : 11411_1_1�1 " `-­­ -r'-'._-_ `,­_Ji�l_ �. " � 1, I I I . I , ,,, � I . - " .11 _,,� I i , I .1 - I -1111 I I -_ �_ �,­- -, ��` - , " -, , , - I - -7-- 1, I � I- - � . � I I I , t , ''I , ,,, 'T -1. , ­11,1�`,R - � — ___ I , I � I , ", '' I � I �� - , " ,' ��!,:`,'��,� , _� " - - , , - - __n��f �,� " -�, "I" ,,�;-�,'j,-t 'f'kj­�j� �i? _,�_ , 1: , " , -1 -�,�, �� , , I � ,,%­ I % I " , I 1� I . I I . I I I Z, ', I .. , , v_ '�' -., , -_� � ,,'� ` f ,,,, � � R , - -- ,� 11 , - I — N " - ,", ___ .,� � -� ",''j,". , -, � '' � , �� � r';,� -,,-' � .�­ � �, 3,��`��_ �`��!,,',, I - � , � _ , -- - f, � I ly I 11 T � ----- I I , .-, ­ � 1w I "," I , I I j*F---7 - ­ _]_� - ,----' 11 I I,, I 1�1 � � 11 ,'�' , f ­­ , 11, I - I 11 � 7 — — — — — — - - ­­_ I I � 6i - � , -, - ,,, "f- , , "' ;', .:,,,, � --k"i_ " M ,,,�. - ��, ,� 1- I .� I , — . - ,7 1 � 1, _- _� " I I -, _ I ,,.�, i ­_,;,v:,, lil­�,, �,­ , �­ ,� , �,�w -, � , " 'S, _t "�­;, � �,�. " _ , , - . �'l - I , I I I I I ­ � � � I , I , , - , _ - - - , �e_ _'�,,,;e � ___,,�. �; , � - I �� � I � I I �,',�,z��, �, - i,�� � � ''' " , ," , , -5; - _ , �, , 1, � �1-j - I . I _ .4, 1,,�� , .... . .... !i��, � , � 4F-`��llll -, I ,� � ___'11_1 - i ,4 1 - � 117�11�11�.l .1"-_- --,-- "", 11 �- - I - I - , I I 11 . I � � 11 ," I I I I � I I , - . ­', ��, '_� , _-� -, , -.-, � , - I -it, ­�, �l I , --��7�,-�---,---,--,---,-�ll,"-�--------"-�-7r-�-� � — I I I � , " " "'' 1 _� _­��-�'­;`-`- �, , ..i I,,',- - -_,�,,� ­­ ­­`��, -,i­'.'-,;q"-!_�,M�-- - ��,,`,�."­ - i _.j I _ ­ I I , �t�,-',;;'�,-,,,,,'� - ,j ... %'� - :7, � � , - _ ,�: , S — - ­­ -1 --,-.- " -, lsl;� I � � - I I I � , I I , � ,, I - ,� - , ic � :, � ,'�'­':", - - � ,,� *�,',',i%'fJ,-� �­��,�,'­$,"11,�;I'lil­l � , - ­� . I I " ... :, �, ,�'f , � , I - � _-l:_ I :_,�::,�',,;lzn `lil �, _�i,�� '��;�-',�ti ` - ___� I ,. � I , --: �:, :', " ` . � ., ,;:_ � . " 1: ,e,,�ii-� -�-., L'I's .1 1­1_1­­,� . 11 ______.__-____l-l____ ___ __ ___ I I , i, , , �,,l _'_ � ',' - - ��__ I , �_ " - i� " , I I I i'l , 1, I , - ,": ,�'�� -:, -- , I I - ,�- �� - ­­�v - -,,. -i - . 1 �7�,,; 1 li- , , - ­ , - , , -- ,:",�'�,,� - , ', _� ­­­� I 11 I � I - I - - I ,i I - " - ., -,-i "I �,.,; � '� ': , � I � - ,,-'-, -, '"j­,�i�,5�-,',` `�- I �,�s��',4, , I 11 I 11 I � I �__ .� I � �fi­�!,," ,,, , � ;" .1 � , ", - � -1 " , � 1,�, ,� , ': I -,.� A � , . � _� �� 1 ,li-, , , " - 1, , .- -, .� I _ I i -1 11 . I i�'­ � . , - �: A "" � , ,c� " - , I � __ I I I , ,7 - .1 , �' --:' " � - ,� I I ­_ , - I ;�__ — I xj N;��P'H [) 2� \I -p � -, - - - - �_ 1_71, ,_ ,:, ", , i � _� I'll I ��% " - ,7�,',, - ;F� _�­ - - - � - - , , �_ w I h r) 2-/ , , _____ I -1 � . �� I ­ I -1 �' � � �'�' ----,I 1, -_ -, ,':,�',:'�W,,� . :, , - ­---­­­­-- ---777 I - I ,_1 - _ :�-` , �t :,,,�f;-,'z,-�oi4e`� , , -1 I I I . I - � r 7 -1 I . - �_ I I I - , " � ,,"� , , . , �11 I , I I I I - , : I" v�" �l � _ I I ­,­. --.----,--- ---- ­­­,­� . I -1 I , 1 :, , ,l I 1� �_l � w- , _ -,:, ,!--�Y I --_­_--, I � I I - I I I I I I I e I I , ,'* �;�O,_,� t �: " - __ ,� � I � , , "',: , ­ , - , ­'4­4,��o � I- I I I I � � I I I I I 11, �, , - "'v- , ­,_ 1� , , , _, I I , 1_­,-,,��,�a�S _! -,�-,�f -,-..,�,:.i:�,­,;, --,, i,- " , -, -, ,� ., "I I . 11 I I I I � I � I I I I - . , z � , _. , " " , , - � �, ,,��."'v.?",'�" ," i - ,, - : I � _ I - I , I 1 . - I - , � I I I I , , , I . , . , .- . �,,: ,� , " ,; , _� � , " -,,;,_, - I `,�' � -�� �: �:; ", �11 -1 ",-���,----,��""�,��,.,--,,,� ,_ , - , - -* ", -, ,)��-,��, ­,t',,':­-,�� -,����',,�,-",,,,"-"�,1'�,-;�� - ',"� I I , � i _--__-,.­­,____,�.�__: I I � 1 -��"4,�,',.,', -- , "�;;, - � " � - ,,, I , '�," 1, � % � , 1'�j­,;,,, '�, � � _g:�, " _,-: -,t?,-",t,�',;�' 5" 1 - I - I , - , , �!�� - . ! - � - - , - - _� , -, �-f,';�t',��-�j,7,-�:,�,�--.�-,-, ,X9- � -" .. I , ­­­­ - - - ., �r-;�__ - I , , ", I V,_ I I ., , I � ,­,�,�,�� -, , �, ____l , "§ ""I � - �-��.--�-,�,-�.,_�-,--,�------�.-,---- __­ I ­ , : � I I ­� - " - , , - �,�. , - .1 ,_ "" �,� �__ , ,:�� - ., I � ,�� 1�% , " � , ._ , -,. " - , , �_,_ ". , , � - -. -;�­ �-, - I :' - 14 I � I � - 14 " I I __ ___�,____ --- ___�� � � 11 I I I � I I � I I � I . I I , , 1,; . �11", . , :; �, � fl_�Fll:i `i�;il'l , , , , v _ �� , , z��,, "I --'-'- ­ - ��'_4 , -, , ", ": I , , I I ____ � , - �, i," I �l � , ., A,� . - - , I �;, -7 ... 7- ----­-l----l--­-' - ", I � - - lb .1 1� - , " - I I " . _ - - I I I , : I . � I I I I I . 11 '-� - - � :., �� �:�-� �",!",�-,�,-,�,,�';�:�,i,�,,:', , , " � '.1, . . . ., �r '4'." " A i, � - -,i'_­.!�_ "'l, �, ��l ''I , , - , - I 11 , i� , " � � - -. I'll i " I , ."", - I I , - - , , , , - 1, . I -1 I I , , � , � - �i,`��, ­��, ,J� ­�;Z-,"'��`��'�,'�,, .",:..,-,�-,;',,,'��,--��.,��,�'�,;�,��---� - , , ,,, � _� I 11 I , ,4 1 1 1 1 1 1 1 . I I I I � . ..... !, " �, _"':�, ;l i�� , - , - I s � ,*,"", ', �, , " , , , � , , ., , I I I , I I 1- '!�� �� -,,, ,I ��' , , , , b , I il,[ I I .� I .- I I I � 'I, , __ - � I , � �, 11-1- 11-li, ", , , , ` - ­ - I � " - - ,��,- �,', " - . 1�-� -,' ; I __­__­-__--_-_' I e � `.!� , �,�`­I� � " - � - - i�- I f - :11 �l - " - 47, � , � � , - , � ,_ �­�- - " � " , - ­­­_ � ----,--,-------,- ___,____­ � � I . - _", I � : .111, I -, , ,� � , - �� , , - 'I" I ,-, , - , , ,,,�� �:, , " I I I I , I I I �- _ -1, , ".1",,�,, ,,�� � -, , , , , ­ , - I - I - - '. " � - - , 1; ... �;�, - , , . I , -11, � *­` I . � I I - - � I I � . I I 1, , , ,_ - -1 , , -- �, � -- , ,-. - - -, , , �, -- , , � ` �l 11 - - , , " I _. � I - I , "'. ,�­-,��`,�,,'_',�:.� , __�­!,: ,"',',i �� , � � , , , , , zz" -, - ----___-- _,�_ , I � I - " , ", , ,� 4 , , I "' - ?""." , �',, ­.,�j ­ , ". �� ,,� ," "I',.,; t'" 1; - �D .� � �­­ ------- i " � I I 1, - ". , " - , , � ,��.',',k?,i,�;,�,, - -­­_ --- I , I `� "I , " I _i_, ­ - -� �`� � - - �z. -, -, ��_ �:, ." � -","_,;,,,,�_ ��;, I I ­_­____­_­__ ---__.,._-- ____ --------, ,� _� � - -�-;'f-,-,',�",����.�,,�,,:'���;, ,��,, ll� � � , _ - - , I ll,ti - I __�__­ . I 11 11 -1 2 ,--------,---�---�--,------",,-,-,--,--,--,-�""'�,-,----�--*-,� CD I I I � "', � ��;�,,�' , � , ,'g ,,, _,� �� � � I r - ". _ .- �D I , �_l - - - �� I ,� . , 'i� � I -- I -- I -1 � � I . I , , I I - ".. � , � - I -1-1 I _� ­ I � , , � ,�,,�� _: ", il� "�'lt "i", � .i �l IL j ,�.` , � - - , i ,_ � I ,,,,�,�; , � � �", � � - ­­­ - ­'�,J�,T ll��,`;,� �".., " ­_��, I I I ,­ �,,;,.;1�1_ , , - �,_­--,-­--g'j'---, 'i,-��,­,-�-­, -,,, - - - ,� I I 1� 1 -7:'-, _�c',`lil�ll" , �:`, - - ,", ,, �`��,', � ,�.� �r �, ,:,� ­-',--­�tq o'i I - I I " 1, �_ - , _t_ �� "I "' - ',��,',! -,.,, la - , , ` -, "", �,, -� J, " , ', . �__-________ l___-_-__-_--, I I - ­4­­­�­� 1 -1 I 11 I 1, '' - � , �_ , � , - � , � - '' -, ­_ , , I , , I I - -­­­�w­­___ _____,_________________i_ -.--,-- I I 1. I I I , - " �� "', � �, I ., � 1 m� '' 1, :, - �'l I ��, , _,___­ 11 I , .- I - ,,�� _'1�6 ,�,, ,� - - ,-, , �T , ` , _,", . f- - I , I I � . , - - -,,, 1-�, -"F�,,�"-,",7-..�,�,,;;�,-i�,�:, , , ,, -i, i ""A�,_`-W, �, __ T I � I _­_'-___----­--- - _­-__'_'_-- --- - I � I . I - ., 1, -, -1 _,_ � � I . - I I ­ - -q - - � � I ��';_ �1_ , _'. z � �, , - ". 1'1�111 11 ­ - I- ", ___:,�`_z -,��", � 3 �,�, ,�� - -�,iif �,,. �1� V, I � I I I I I I 'Q� . -, I i'l � ,, ,, I" - � - _ �­ - - , , , !� I 1 -77-7,7, -,----- _7 , � � I I "I I b I 11 "-` - , , 3 � � ��, 1, - ,,'- I �1­1:1_1 ,�_i - _­ . " ,, , -, "�: � 'e, _ � , � �,�,��,��l ", 'T'.", , ��, � � i I I ­­�__ - -I'---- _­ _­ -�'-7­­ - GOVERED, Alf,f . 1� -11��,"�,,�,�,,�,,��,�',"��!�,�-�,;� _­'. I - _ I I � I - � _]�_l '­�,�,­­ �, ", .­_­ ______.__l__-,"' ---­­__� -A I I 1 �7i-, , ­ I . , ,� , , � - � . � _;� _� _"p " .��'; 1 : i'll � , - , , � � " , � , �_ � , , , " - I - - . I I I . _,� � � - , , , �_ '��,�,d ;� '; - � � " , , i � � , , , - - - N- - - " - , , ` , 4,- - - t , , ,�� n S'k"`,.,� �:"'K'1111 " -`;�,-- -'S' "I - � � z , �! I I � , 11 1� - , ,�� ,�,,'�,,� v� -i I � I I . I I � - � ,� I , ­. _� - I I ;� I , 1 , I � I I I ',,� I I I I , I , I - , - , , , "', -- , " , � , - - - -i -- �� ,� �, �� , � _ _:�,'�'lf"; �,' .�_ , ,� 17 1 1 1 N . I - I I - - I I � I - . I I - -4 , � �",��_l 4�_ ,�.�-�,,,,,,4'­�,.; � " `,�';;�,�'w,­ �,';,,; -,:,-,:7r, �-, � , " I I . - , " � r� 7' �-- -- -, ; - I I : , " __ _____,_,___ —:I--- - ___­ _,_,__­_, �7--­-,�,­- � I __ , I � - " 'l ��t,,� _� ., " ,!�� , �6f_ � , L� , - ! i �': ,i , - ," n�, �7,.'.,�,, I ;,-'l;i', ,�f , , ", �,.`, --, ,,� , 4 1 1 � . I ll� � I I I - � I �_i ;:'%� - ,,',ia�� I I , . , , V",' ", ,,�,,,'q_ r , I , ��YW, 2 . , , I I , � I , I 11 � 11 I . � I I I r- , I I � I 11 I I I 1. I - I I , , � � :, ��l 1� , , � 1-�­ I 11 �',-!� �,;p� -,; , " R -1 � I I " I 0 COVERED rATIO I , - ­�__­­:.;�� � I __ � I I � , � - ­ I ­ fil � �,�­��,�­ �l'4­lY_m.­il ", , ,�-4 -, " - . I � - �,,,. , -, - . .- -2-1 `Z-1. �'; I . � I ,'. _ I 11 I . � - - - " , . , - "� , I - � I t . I . I I I - � , . - -- � ...... � -;`,,,q`-`- _ � � , � -, - �: � _", , , v - - 1, ". 11 �. , " , - "I -.,',j', ,-,"-�'�:-,;:, -,'-,',,, ,' "'if ,,,�, �'.­ ��,��-"T,,�� � , � � I � 7-=­_'_:­,�­7"7 ------,, - - I , I , � I ,�,;­"­"Ni ,__,'_.,, ,_'-t ,� ­V'lk�,­­�,i 4a�!� 1 1 11 � I I _� -l., � �­,­­ I ­- ­�-� , ", -,:,�,, , , r,- -, , "I"' - 'I- I ., I -1 I - __________ � _=� ":------�,--Z:.:7-2Lt-N-(:�----�---,�-,� �­­­­­­ I- � I . I I I I -, - - , � I � �, , , , �_ , , � I I 1, ­­ ­_­_',�,�� lzl*%�"; I I 1, j 11 i _ ­ , , I '' - - ­11.1­� I � I I I I I I I " � I _-,�,�'.�,'��, , I , ��6 1 i I I I ­­ _-__-_l___-_ ---,�--,-----:-,�------�A�,�,P-PVVO,C),D-J-aL�CIUG�-----�,,--��-�--.- I, I I I I _. , I I - I � I I I . �', - �, � 11 , , , �,; " i:, , "' , , ,� , r�l ll�l , I I 1110-1, � I I I � 11111-10 I -f I , � � I ­ I " - , , jK�!J� , I I 11 - , � I � , I � ,i I ` R - t�! I � , I I I � 11 I 1. I I - ­ : , - , I I '. -i I 'r - � I I- I I - I , , I �,,�i�­,-, �,, �, ,& I I ''I . �_ I- I I � 1.�, ,_ 0m:", � ­_­_---___-_­ --------- �,--.,----.---------�,-,---�----,�--�1--�--�-., , I I � . I � - 11 1, - I I I , � , ` �� -� TER PATIO ' � *1 __ I I I � I , I I -; �, '... I � �, �,�-­: - �� � "", ""'i ,,�-. " , - I -, , -: :' 4,io�� , ` ��­,� L-, , " - ­­­ - 8 I I I e� - �­ , , ­ " , . - ��!" .�i � I I­,�, , , , , , ,- * ` ,_ � 7 ��, , ��,-��"e-:� -,�­,,�� ... � � , , " : " , : -_, �, -,, , " " , � I � , - �, �: I !�� , , ", , I - , I - , " �, " : �,-­ -- �,, , �� ,` `��_ �_ , � -, , P� ,:, ;-,�_, , - _ � - _�!' �,�`,P,� � i, , ., _� _; lc I " � � -, "", 1, i � , , , MA5 ; - - " �,_vi� , ,,, � � - I ­�-------t- �.,�-_ I � I -1 � , �L""" I'll - :�; � " , i��,'_i%-­­ - - - ­,� �­­, 11 I v .­_­ _­­ _­__-_­__,­--____�ll_ � � , , , --, -�i,,�, a��_ ­�l ��,q,,, ,Z,�Y ­�,, n�q�.,�, - I � I 1-1 , _j�,� . - . " 11 �, , " I -,�, �� :, �, '. � _� I I I i " . "", ,��,`W��, � i?A - I I I I �li:l : �� � 11 , ­- 4 � I I I 1, I _ ll� " ", �� __li,�i � 1, , , ,� -, �____ I 1:1, �, � " ,� � '' 11 ­- ,,, - �7 - I I ­ .1 � � '11 " .'' ,�, -�­�--_,;,�", v',,, -,,*,� -,,� I I' - I I- ", �� � i, I I 11 - -1 �fi% "X, ,,, , , , , - -1 - I -Ir , � ­­ ... �:_­ . � ., i-, -i lli;� - � � '�`��': I , � ,,, - ­,­, " I " ��, 11 I I I ­­ I - I - .��, I'L ,� - , - : I- , I - , "' -, I ­­ ,­­ , � I _cl� I � � ,--.---.,�--,----�--�--l�-�-,��—,---�-"-----�' ,l ­ � , I 11, � -- , I I � � 7 I � ,-�_, _ �1� :�­ - � �_� " �l " , , � i, , -, - � ��,� - 1��lj.__4 11-1 ;l � � -,, .-,,i ,; -, , I I e � - . I �. - Ij � I .ril_l� ,� ��, ',,� ��,_t " �, ," , �, �, I - I , � - , - 'i r , -�� I I , = - . I � -7�7 . . I -Y 1 5�,-3- ',; - I I . I - �� , ll.`��:�111,�,"Z , - 1�11 "; , -,;�,, " � ��; 11 I � I - I _( I �, , 7 _. � �t�-.`,;�_,��__ ', -, ",I - ,�l �"ltl.l , f�,_� , �L;61'i ,_, -.1 �11 . I - __ , ; �,, , - � 1-- �1­1. � �:� , �, , � . ..... _ - I 1-- 11 1;11--l'�.,. , " - :� - , � i �� QT -,, I I 1. I �� I . ill, �__ll t �',, � � , - , , �� �, ", ,%�%­ t' " --' ' " - - '_, ",'' , -- I I , . _ , 4 ! � I "I \21 .: �� I" - , ' '' - , _ , X_ : ,zt: ";;�:,-', - _11" i � - I , , I 1�� i , -,k` " I "I I x., 1, I ' ��'F, �4� �,,'��.`�,e� j."�­ �, , ',, , ,�%, " �, , � - � I �___-S�� �_�'­__�.,_�. ,­ 7_'_.77_',T,::�,- , �: � , '�72 , , � %, � 1;� I 1. "� - ,.,- �_`__"' "`_'__ " - - I , � -1 - 1. ­� I, � �e_'. �t��'�,��"i�i,'�,­,"­','. ­­ ,­�,.­ , � , , �:, "" 1, " - ��,,�: ; , - '' :,."��-,�.��,-!'�"",:,.;"�,�,'�, , " �, - "E, -,1_111 , I I - ­ 1. � -,,,��­,�,�ig_�_-c,�, "I � I ` �_ri , ,�', '�",--,�,�:-,�,�,��'-�,���'-,�,,���.i,��,i�"�-,�'-',,,'�'�--,�-,�-�'�',-,� ",ij.", ." - ,� �l �� _1 � � C_Rr�T.l 11 I - 1 ­�­­-­­7- - �::�� I I ­ -1. , I I �� , ,:/" , , ,� - , �,, - L�� - I - , - I * - . � I 111.11 � �, I 11 v - � . ,_­ ­-, -,.-,,,,, ,�ii,�t�-:-�,,� ""4�, , -i - , , - , ` � _ � & � � " 'P,6'j��-, �. - �:, � I e ��i - I � � I . I . ��, ,� �� 'g. , -v I � � - �,� - �� I � �. _,l z , ,,� ,�,:�?�,_`l " ", g , - � � '-o � �`,, �z I :" �, �, I , - '­ I �� � , ,� , - ,,, "' -� �_ �, , - I - I , ­ . , ,m�-1 ___­_____-_"-_�_ ­,, 1­� - �l 1 I ,,, , , � 1� �; , : - � , " . ", ,. : , - �,`_,4 �� - - 5��,',;,l - �f,�,� , , - � I 1� - - - - � , I 1 -7- ----"- _---��- ;1--4. - I- �, � I I , , ,,� , I - " ,- � ,�.-! ,q�k , 12 _E D __�� ______ ,. I I 11 - TT " , �, " T: I � _',' � �:�, , :-, ,_,:,� � ,,�, �: _-"-S,�;,�",��,�� �JE,i ,�,-,�": , , , � _". ,�- ,� "'m a. ""', cn . I , L , - - , - � � , " ,�.F� ,;,; I b I MA5T - - � _,_ � � �, �, U _'_'.__ ­ __ I I 1, I , _ - �� , T) ; 142 5Ul - I , , 1, I - �, - I . I I � , � �k . I � I ; I , : - , � _� I ":11 ,li f "_�, � , -'j, � -'r -, .�, , , ,--,I- ., �� 1 2 1 � � - I I I I - ( - -.-�-,�.-,----"-�---.�----::�-_-�,��� , � 1 I r I ��,� I ,� - ;� �. ,I I " �, � � , � � I- " � I � 1--l- I. I I ;­,: �­,�_�_,�.�' � �,__ �, - , , ,, �­­- - - ,,, , �'_ `��-,` �,, ,�,:� . , - I ­ e, ,-, ,�111­ I , "�` � ��, -1 I 11 I � I , I I - ,�� I 11 - ,,;i' " - _ .- _� � ,, , , � ��', � -_ � , ��, . _:,�� ,,,, � "., , I , - ", ��"' �,_�,J��"�'l I I I , � , . 1, " I 1111 i -11 , , , � f�,, A '� I I" - " - 5 ,- , , , , , - , �� " � - � � I - ,�< 1 z7i%, - � - , � � v`,�.,�, ,-,��,' ��,,�i.�` �,, �,' _�'��, '� ��,,,'� �,�',,���.'��,,.�����.�,��--."-�-,�,- _l_,­ll"_l_'l,,_ 1-1 - 1 11 11 , , � ! , 1. � - --- � ,!- ?", �: . ­:-�--, ,­­_ ­ _r4��ls - � ­ - " � I I � 1, ��__ I I 11 I I - I ----"-- - 1-1 �_`-7­-­-� �� � I � ", �, ". _-.�, i I 0 �- , ,'� ��,,,,',,',-. , _,� �, ,,�'� - �'�;: I " ,� "., . , - :�t'�_,, _1(7��_" 1"_ ��9JO,` "I - , I I I I -1 z7 1 , - , , - - , - -, � . " , ;;� � ­,_-, _�;., �.�,� - _­ , '� �, , , 11 I � ,� - I =____::�K_______ , I I - I I , , . I I , - � ,,, ._­ , 1�1 `. -.1- ii - - � ll� _,�T_l 1, _ - I - - - I "',_ � . . 1; I - . . I- 11 7 - " I i 1, 1 : � , t,ii, _,�­ ,_ ,_� " J , � ::4�� " ,n. �- z - .�' - , , , - , - " � . - � , , - , � . . - � - , , , . - ` --- ii,,`�_�­- ,�?`,`,`_ � ,r- - I . - , "I',, f-- - , '� I �"­- -;'� �� � I .,-. ,--"i77,_ . � -,r I I I I " , " - � �_ _ ` , " _ . ,4 � -, ": � � � " ,,, . "': , ,;.,lv! 17, 1 1 1 - - - �,� -,, ,� " , ;j �� , g, -:w I I � . i �, " I ,,, " , , , - __' ­- ` , �,�?- �-� - --,,�,,� , ,,�','�,-;-��:�- � , �,' -, - i I � �l 0� -----,--. 11 ----­-­7­­---�­--- ---- � �, ".. I I I I I - � , A , , , -- , " L ,� - I., : " j I , � I � � ,. - I . I I �i - - " ,,, � , _ � - �,,, , �l -� �l �� - , " - ", - _1 I I - - I ,, / r4�1_­�"_���___ a , I ',i, . � . � - _,� , � 1( - 11. � I ,"'%', � , � - .", � 1;; I - , � , - , I I " , I I , � , " - , I ­-­­­�- - , ,*�i _-, � - - ! � �� �� o, --- I �� I ", , , , ti " I , , , _ ,_ ,, , 'I , ,4, � �,-,, , ", ­�� `1 � ll�__ _� ... � - -� ::, --;,�;, , , ,� � � �1� � .11 "i , , - , , L, \ , - " 11 � '5ill?,�,;,�;�_,­ ­� I I 11 - , , , . I I "I _-_­-_­-_ -­­ -, - __ I - -_ Y- - ," - - ,�,�,-, '­ __ , .� , � , - "I I �11'1_?"�l " .�,..��-��""-�,,�,s���,.-��,,�-',"'�'�,', t .�j I 11 I ­­_-.-_­_­_­ ... ��-_--­_.-:�t­_­_­----__' - - , , � ��, � I I I " , , ,k� " , " � � . . : , � ,� �,r, , - - '__,� ", � I " ", -- 7---- . I � i ll� " ­*.'�' `� " "'i", � , , "' , , �,�,F , I , I . � , , I - I I I -1 . . I � I ­- -'- �� �_­� , "'.­_ ___, I .1 I � . �,; , I U�� i ` ,, , '� �_ �- , " Z , 11'.i �",�'w� ,,, � � , -t ,g .!', _�,, - -- - -, , �-,i��,��`,`Z-��,�-_ , , _ , _',,!,� - 'r,11;6 _`_,__�� - - , , � , - . � , - " - ;_________ -------.--- j ,:,� ,� � , , 1�i��­":;_,,, ,'_ , �­ � - � _ � �: -­_�, - - � , �,; , , -_ I � � , , I � - 11 , - , - � . ,�', � � %11-_�� ,,,�� �., , i Ir'', _,_,l­��,­l wll , ___ �', - ,,�.'p I , ��'l I I � I I I I , . I , I � ; -,-,;­­__; _;:,_ ID' I I I I . , . , , _", �jl�� �,', al,�,,_­`,­ t�� 1,-, � :��­­ , . il I , _�, , " __ I 1 '4 I'- � I , ,; , , ',� , . ;l ,��, -, -, I 19, .�_____�4_11________l_,_ _ . _____ ,� , - I ,, � __l � ,,�,,�,,;�,�, " -- ,; �.�� ir ... � , , , I ,, ��.,: - . I , - - � - - , I I I I I � I � , I - -1 � ��, -, �,� �,. � ,,� , , -�, ,� ,�, -�,�, '-; - I - �,,,z - �,�_'__­'ir �'�--_�l , ",-, � , �, - I � � I I I � " `� ;-111- , �c a -" '­� ,, " � '', , `�� -, " �­ _� , , � - , , , , , � - , I - - -, �, , �,� I � -, tv "f, _11, �1' I'-, ­ ;, . � ,� .- -, - - `F, , , ", - , , , � -, A�%;,��-,;�i' i�_T�,','�,F -,�,'�_ , - " - I I , , I I I I , -;, _­_ - �� -,.,r, '�' - , -��":�', �,�l I . . 11 , � , 5 - - ,� "' , - ,. - , , � "" -f ; I I I , �� . . - I PH , , , � - v 1 ,-.------�-�"��,�--,-�-----,�--,,�� ,�_�L41��_��_- I I �i, I � , �v ,;, ,-, , �. "i , �=� - 11 I - I T�, , H C) - ; I I � �r . �', , , ,,, �,,%;'?,�_;,,� rj'�i�,0, � � ? ", i I I � � I I , � � '�_ n. , " �. 1`3 . , � I , � I - /I 11 1\ ____,�­, ,__­ ___.,�� N , � , I I " ,� I I � W_,; � I ,, .Z� ��a ,-- � . . - , , - I I � -i ," � -�,��--,�-,�-.�-�..�--�,�---;z,-,� - : I I I - � :1 �i ,��, ,,', ,,,, , - , - " , � , _�' -_ - , Ni I � _� - - - , ,'� � I - �\ t77�tf'­ - 107 ,,, � " I ,� , �,� � � � ,,, �01 i , , , - , " � "._,_ -, ,1%,,;,�: o ', , ,,�� I � I ill , I I I � ­ I . � � 1� I , __---77;7�- �, � , ��_­, � � 1, � I I I 11 � . I .�,ll � , .: � � � � _', , ,_ - , - , , -, - _. � �", i� , ,, �; �,__, i 1, � ,,, ��­,,:�'­ " - - �',e��"!:��', - -_ - , - , -f , ti,� � - . 1� - . I I . _,�,, -� , � , I I "', ­ " ,�-.`,��,,, '­ ", ' I - t-,,�t- �;, , I I " � , b, _�'_ ` " - I � � � t . - ,� -,. � � , , , , , �, - , ;�,, , _ - IS ,,, I , - � . - � , ,-� i-, , �, , � �� � , .1 , � � S. ,�, 1. 1, . �, "" � , , , � �' . 1_1 . ., , ", � I I I 11. I 11 , � ,'Z � , -, - I fi, , " .- � � _; , � i ,� , � � , ,-, �," ',��,� �, ,-,,-; - I , � - I ,� � -;'� ,,� ,., , " -,'��,,,,�; - - ,� �E'Ni�_��'�' ' `� "' '__�iii " - I �l 1 4 1 , I � - ­ - I 11.1 , - I : .1 , � � :, -, , � ,"', ', , , , ��, � . "' I I - _��' , , _ , ., � - 1. I - 11 \ I . - , I I � � ,� ; ,I - � I &',�,,�' �,., � 1� 4. �,!', - �,5,, , � � ,i:� � , � ': - - I , " , �=__ , '. ­"­ - -- - , , " -;51 i, f,,',ii. �i � `� ��111" �. , � ,l � ��,� � � -;,,-�: 4"" ,� " - �,�, i,4 r,Nt-,',�� , , " �,'�'�5���'����-"�"'.',,,�"�'.�,'���""-.�;�,", -,�;',�',, �: - - � , -, , , ,��,�i�:,:��",��.'-,��'��'�t,�'-,."�t--"', " ,Y�­YK"'­ - , , " I 1� " , -, . , , � I � - - I ­­_­.­-_-_­-_--­---- ­­_ \�­­;_ ­­­ -"_,�­­'.�__z�_-*, \ � � � �l :­ , � 11 , , 'a: , , - , , � ,,, 1 .� I 11 � , - � ; I I I I I -17,--, -­ �� -- ------------- -- I I I I o , � ', 7- -0�;ll 1 -1,10.,-, I � - I ,� , - I � I I : I I 1-111-Wi I I - � I ______ I � , . I I � �� ­�---­­­­. -Ti�-- ­­ - �_t_7�,�I_lti �7 � � .-, t. , � I , I I � I " , , �� , : , ,:.:"�'�, -, , � _ -i;­�. t��7,­',_, .11 1-,,ILA�;-,nu; ,r-!,I�,-, � ,:� ,ie�m -, ,�, , � ­­,�­'� , �� r I � � , ,�i , ­ � " , - - � .1 -11 , ,� � _ , - , , ,_ �, I - , _ , "', ­, , , � , -,- - �, , � - , ,,, ,It, - " , � �­ --�� 7 -­,-7� _' , , ,,,, - _-,� - , "' ,c ;-_ . , - , I I � I I . � � i, � I �_ I � I I . , � �. - , , . I - , .., �. I 1, I "I , , - " ' " =�7=7- , ��. T- , , - - - I � m , '11� "'I �, V� , � . _dl. , �_:. �,,,­_.�4";, ,� ,", , q4f -�;y-�� ' � I � "i � _ , - , , I "', __ ., - , _ I I I - 9--3� A _ I � ,, , � ` I � �i_ ;� �i �- , ­ - ,;_- - 7 - I '11, �; ''I �l , -. � , �---­��---��­-;­ � _=]� 1�; � . " , , , I , ,,� , 't:` i - ,;,,`f,,,i4�A;! 1'�,E�'��Rl��% 1� , - I �� - - " � ,:, 1__�,�:`11,� - - 'I _,-i e - " ,-i - 11. � , " I I I ___-_-_­ �_­ , , " , , I I I 11 I - , , , - . � - - , , , � - , � , -, -�,� " �­ - 'l e� 1, �, " _�_, - , - - -_____-___l-,_ - -_ ll�l � : " ; � I I , , __� ' !_ ,�,�, . : - � ,, -, A 71,�� , _:e , I , _: -� , - \� :� - I j _ -_ ,, ,,, -­_ '� , �", - 1, " '� - , '; ", ��",­� � _`� . i,' ­,:�� � - "_ , ,� - -_ �,�' . I "I i ----f- ,,��',4�,,��,., , , - i f - ilW'�"11� 1 , , I , � � , �; � ­_ X`,"', � ,. 1� - � , - - "I _�l 14� ' �� ,, , _,,_;,,��­� , -, -, - .- ­ , - ,i , �� �; 7, �� ; 1 ­i;o � �l � , � ,. I I ,,,, 1 4 _�� t �l ,,, �: i�_______��_­i�, ,� � , , I- -, �� I - . , , , . --.�'l` -, � �1, , ,i, ,j'�,- - __ --­� _­­---­ �l I 11 , � I - I :� , , � . : " - ,- " , -,__�, ,, ,­- i.; -- , i , � � , , , � � ,��,� , . , ;�,, � 1 1. - � , � ­,, � � - � " � , ", �4�_Y ,,� , � . , �. v �: - , , ".,, �_,��­ ­, �`��, -�4,�,','r�,�'�,�'�,�-, ��;Y� 1,��A .­ --I-- � - I , - ��� ,,,,, - I , , � � ,� , k '11.`� I I " I I " i, , � I , 1 -7 -_'- ". - ­," '7__-T--_ 'gi. - e_ ��, �l - , , � �._ " ,� " _ � I . . I 11 I I 1 7: _77­��,7 ­---­­� -, 7�t-r­­­-�- �_,,­_'__ I - I - . � , � I "I I , I .1 � _ I I I � - _; I � ,, � � 11 ,,.� l-, , , . -, , " - , __ � I - - , " - '.1 z3l . ­­ . ­­­­�­- _ _ . ,,�� ,_--� � ­ � , , - m ,:�:j .�ll I i" 1, � "� I ., -1 . ... 7_�T�­ -- , -'l � I - I I I I ,-:: � , � I ,,�',,,! - �, � 1 ", , , � - � " , I � 'i _��, �, ". I � � , 11 , I , 1� � I 11i, � I � I " I __ " '.­,,,�,�­� �� �_��,�'?�i I , 'k � I � � ,� ­­_ I ­­­- - _. ­­ ,� - -, ,, , I � � �:�­, - I I 11 %, ", -� - -,,,,,�r�,�,,,,;,,,�,r,,,,".,-�,.�-,&-,�--,,",Z,,-,,-,,".. � . , - I INM5 I I � I � , , � I , , ], TA' 1, 'A " � �i -� i, , I _­­_ I _ - _7 -,-, -'i '� ,� , , ", 0, �, -- ,Mt,m� -, lrl� � , "I ., I I .� , - , - I ; 11 �� . I I -, : - , , ��71� �i � - - I ; I I I I � 1, , ; 'I" i _­ -1 - - r, 77 1 - - , '* , I 11 ,��"-",�,�.-'���,,��,,-',�'-,?�,��,,�-'"���;": -1, ­'-j,?��X', 1­�­ ; 1"I'le.M.-I i '4�_ - I -: -_�,:- � :��'�I,-' - -­�_­,:;'�, -,,,�,�',i�'_ ,�-,'%�",�-, -), ����;,��",�-��",�'�",�,,�-"��",-,4�,��,�',,��,'�, ,j%_�; '__�:,.��,fll'C�, , - , , " I I I , - � I - I I � I � 11 I � " , r , - , . . - , � , ,� R, , �a - ��e � , - I I I - I - � 1 -7'7_---------- , r _77- ­t�` m 7 , ,, . - , , _3 I I I . `7-- -�­­­­ I 1, , - �� G, , I I I , � I _____ I - _­____ I I -� \ , I � I . , � I -, i07�,A , - - , � � I , r , I , , - ­,- - ,� `:�� ­� , , ,,��, I I I I � I :, . , , - ". � - - `-, -, � , -.-I I I -, - --,�; �' -,, `J4 ..-i"A , - "'. _�_, __ 44�­��-- ,�- � - 11 I , � I ,,­': � ­� - I I � I I- -G� ' , -,, ; , 1, I I 11 :1 : - _,_ - `� ­­­ - ____4�­ , , , :=:�7zll_ , r ,�� ­ _ . � i , , , I � ,� c� � - �, : , -, , _ , ?" ­�,,m � ,v, , ,� , - , _� , " . ;,., ,,�.:�, , q " , "" '- - 'kg ,�_- , , ,, , ,, � , , , � __f_______� � "P, '�`;V,�N ,10,`�,, i,��,,�,i;""-��""",".--i�-,,:.�,17, ;':`�, j ",�; �, - - " ", J, ,,,, I i I I 1 4� � � � , _ L" , 1,� , : " �, �x ,;� " , , ,w " , ,,,�,�'�',' ,� _,-��,'� ��.��.�� ��ll . 1:: , , _. 1; �_ t , I I ,,�_. ,1_�;�­""�, _4� 1 . I- I ,� � � ,. �, -, , - - - - . �l - . ", F � x � - - ­�, � �`­: -, ,,, ,-�,',� ',--,, ,� - -�!,���t-"��,�i��"'-�,-',-�-,���,-�',,,-�,��,,,--;,-��---',;,,��-,�,�i, L . I � ���F,4 x� ­�, I I I 11, � , , ,� - : , , R� � , I ', ��­ - , _ �,� _'j, _:i ,�, - I I -1 � F1 D2 - . �, I - �i � " �, " -0 -,�-i` -�,�� , - I I -1 "'.1VIVii , �1,ft , I ­­ -­ - _­­___'­_--__ ­'_____­ �t4-7v-­­-'­-'_----- _-4- , ,� ,� , , �, 1 -7'7 - ,,----,7 -- � I" ­�� I , . . I � , - I 1, 1 , � J, a', ;p"':,i5;�', ll­�,­­ - - , - -, �t � , - , _, ! I I .,,---, 1� � _', - I I _ ., " 1-i - � , I - ,, -1 , 11 � . , ,��, ��r � - , 4 , _ , - -� V, _". I - , , , " �� "I \ � , ,,�, - " , , � ', _7_� — I ; :: , %�� I'll --,,�,­, Il' �� , - __ �,�,_'�i�, ��, rupz - - " _,-;-7.s , c �',_ � -- �� � _; , ", - _,� , . ,�_ �. - __.�__. ----.,---�----'----�--.,.,---"------�,--,. '�;,�_�",�, -�,-��,,�,,� , 2" ., �� , , - ", � --- ____ __ ­ 'i�c I w __ - , - -:,4, - - � ­�l ­,�R,,i;��,�, �,P i4,,i9,5�,'_,,,X4, � ;. S � 1 - I 7F , , � -----,-,.-, 'i I I . - ��--,;"""�---,---.;�----17-1------,�,---.--,,�--�-.-,�---'--'--- �,w�t� 11-1 - - ­ - : I I " )__ ��--4� ) [� ,I , _ � ", � � " � I : : � - , - - ��,; , -�"­',g,��,_�-",� - , i " P --�" I -- � I I � � : 7, �, g , I I Ummor I I I , I I �: � I'� 1 7 . "I 1 __ � 'i -0 1 I ­�� I : - I - ,,-­,,:�,0-,'!�-�."� i ", � � ", .��-,��zj� J,�7 ,­ _,', - - ­��"­4 �� `, `4�,-_',,�`,," , ��,,�,4�,,�'�,,�-,,,,,-,,�,,,S,t,�,-, L , _.- ,� - . - T - " � � - . 1 ,,'-7,- �7-------- ,-,- R _7�", �,4,�,��,,�.�,��, , . . 11- I - . I . I , , - � � ' " -_ - ­w� 1, 1,� �� ., 11 I �� I 1�-�� 11 . ­ I I I I � -­ � Iii , - � - - , , " , 1 '4i,",z;�, , _,�O�,)Jr�Fv"'I,lti;.-, - - , ,,, : I � , , -, " - ,�,` ;_I�fUll,?� ��, �,,ll :­­ ---,-�-r��-=-�,�--,-------,---------�,:- I � _;�" G , - " . �, : , : , ,, ­',�` � I , _�; "; ", � I � , I I � T � , � 11 ­­.__­__­�-- --- I � - --fqXp ( I , ,_ , " - � - ,", .. � , g,g�j ��X� � - -� , i , i� ".�i"�,,,�P!,�e����J44,.,,f7�,'�;7I �,`,,- -, �, I �.i . _-______.-7_-l__-__ ­ ­._,�­ - , - � � � � ,l �1� - , . , , - - _� ,",I- '4',i _ , , , , ;,,, - , I _­ I , , 1,�' " �;: I , , - . - 17� TALL' -, -- , � , , _ _Np, _E ��, " ." I � ,- -,,r (�)' I - I - , ­?", - , ­� "" �� "�"_ li,,,�7 1 ,-.,,-,,,,�',;'�'�,��,-�-.�-,,�,,---�,'�,��,��.�',,--,,,-�i":,��� , 7;1��--mgz­ � � � I (f\)l OM . -=-,-,- 7* � I - ", � ­ - - " , - .1 �l � I I I , , �i" :� � , - � �,�- - ­�­ '�` �"_ ,","," �',ff,' r , - , � 11 . v I ­ I 'i � 11 I I -,� "I , � - ` -'r, -1 �­,�,� _L' _'�;', , ��, _ __ - -1 1, �­ I., 11 I I I , - I I" _,��:,_��",_�,.'��111!:� " - ,'� " " � �, � ,�, , ni,t , go"p � I , - - � ,�, � � , ", - " I I I . I � I I I I , - , , �i, � - , , I , , 1, , �,! ,�� - "..,I ,'I,, - - , � , " , - �'. �� " ", ,i,­,��,�,,, ,�,-:­,,,,.i­��-_ , "I �l I I I ", � �, - , �______ �_­_­____­­ ____ --- z_z-­-- I , I � I I .1. 1,; , - , � - � :E),AKr_/-v ,, __ - ­`,;_-,`--', ; - �,,�'4-"'�'.�'.,*,�',���"f������'��'l', .."I"I" i 1--�;,�.'�,�i,3��,�,�".,-,.",� "FR, %,," ��, � If -'l __� I I - 11 I , ­-KITGMEN -, ,--J__ ,,-, - � p� , z - -COVE -KE, A__,,i!,��;,t - _;" w � __­­_____ , , I �: i � - �,,,_,�,,. i�;�'.`ll . , ""',_ 7 " � , � . � ., , I , " ,,�, I I r I 11 . a 11 " I - I � I I I � 11 --: --- ­ _ - �, -, � � , zm� ,:. - , � - -�:bi��,,,�� 1 -',,'�� � , - ­,li, ,i�, ,'�,'!��`I," , , �� i ". - - __ � ­ � I I I 4 , "' , - .. .... �, _ ­l,l_­rj,­­_l'., -;,f7 -"�� - I I - - - � - . I " �, ,�, , - , - I - "., , , I r I I I __ . I I I I � I � - ., , -"- , � � �, il, -1 I I 1�_ � 11 � , :� , � , ,� � ,c I r 11-1-111 i ''I �` �, , . , I ItF, � , -, ­ , im I - I I I -.11 ,- - I I I . I - I-- I - �l �,� , " . , � , i�, -- ",­�',�'- , � ,� , �!,�,`, , , �_, , � T I - -.-­---_-- I - - l----- - " � 11 "I GAME ROOM v 11-1, I I , -` '.--,�".` ,,,,,�, ',',�i�', -:��,�-,, 'U-- , , , �,, -_ , 0 I .�,_ . , I I , ,, I � I I I � _L�__ -1 'KlTaiE�N�, _��-,,,,'_- ,,�', , 1, I _� , , z, ,z"'. gj ,g� - .-I, � I N�_ � I I I , I � I ", � � , \ , I I K -11 I -` �. , , -�, 1� ��'l ,. , p ­',� ,, , j" ,.�,_ - - I N, , _�,� � ,.. , T , ,� I --- - 4_1�`_ " �',; �l - ____ , - I I I � f ., 1�___ - I -_ =________,_, , , , -1 � , r LIZ- , " , \ , - , 1 , g , -- - , I . � � ,`,� f -g j'_� _"�A 54!,-'�,�i'j' - � , � I I ; ,�� 7 r7-;- -.1 -- " I '0�� ,,� " ;i i . r I "'; -­ 1 -:�-,�,,�'2�i,]��',�, _,,�t� ,­ ,"^�,;­ 'i I , �� : r , , � - , - � , i .- 1 I ------ ,r ­� I ­­­­ 4- - " - I �, - - � - � �l - , � I � , �n­, . , , 1, - � , , , � , , - � - -_ � - . , � "'., �`� I 11 �1. " " , , - � � , f , - �,'_,�j,,:, , -, , ," " - ,,�, ,�, I ,�e',, _� � � , , ­ , i , , A - - I WX I I � m ____ 1, i , ��, " " j�.F.'�X, , ", _'_ , - , , . ,il, � I �� - I I I I - , I 11 I � I - - I , , I � 21, -7 , "i�": . �,�;�,4;­_��,'�­ � ."I � ,-'�-,,�-,:�--,�'-�'�.��,",�,�,,�, �,�,."",�"-"��-��"-",��-,��,-, " , ,�, "" ,V, , -1, 1, '--l'i. ;, ` 1� fl,l_ - ,,-,. ,, ", ., �. �& -- �,� I I �, , ,L' � -, ", � , -1 11 -, _ _ _ " _ � I , � ` _�, �l , " r, " , -, . _,� - - , � I I � � a � �,__�Ci%'�:�l -- , � � i , - -, , " '­� 1 �, ��- - , - �L,,�'; - ,�:,,,��,��:�t� '�,',',,�,,, - - � f�, - j�,� ", - -- I I - , -_ - ,i .", -1 _�f f -,, r I � � ! - � " -,,: � , ;, "' - .'-, - I I I , � , I ,. .1 . 1 'r-4 -, -, �� -�� -, I - -, ­ f 1, _1; 1; - . I :, ; - , . , , - , � - , I ;11. -1-li, - , 1� :, _,. ,� '�- ­ �'r " 11, ;. _0 � ", , , - "`�'­: :� "', -,4 �i - �l -"�� - -, I " - " I � 11 , ,,�4' �,;, W I � -� __ I I _�,�,S,1_1­ 1. , I I I , , , , , ,,,- ,,, � , - ��,',X, " �, N_ 0 : ,-'� -t��.'M',- I ,", , , 46 I � I I - -� , I ­,,� ­af)� . _ . , % , "g, - - , 11 -4'� :- - ­ --­__---­ ­_­­ , ------ �--­ ­­�,-- - ­­ -, . - , ,� i I "". , 4� I'. -,"- � � ., -r -,� `- - - -,' 1 _4�_ ,::, �:l ,; I 4., ,� - , , I I I - � , �', -lt��'�RT�_,:�': 'I'�;�. ,l _5� , . - , . ­�:; , - " - _�, I - - ­ 1: -�, :: , -; --, , � ,��;,,. ,l . ',, , , ,� I -, -, `2 -��! ii _. i� � - , , , , , - -_ �, 'k , � " . - , ,� � , -, �, �� . ", � ,/, - , � I , ,* , I ,_ I �. , � `_�" , - ", ­� -_,' � " �, ,---,i � � � , 21,'�� %��,[� IT -, � , �1�1� , �,, - - - - -, I 1 I , I I - - � I - � , , ,�_ - , V �,T�,:�: ." , - I I I .11 - , -� , � ; �, , �� . , , ; _,, �, ,� , .-" - v! ,�,J�'. " �, I - , 11- 4 I __ -,�.' -, -:',--, t"", I ... I ­ ,, _0 - __ - I � I � , '.1 ,_� L, I � � I , - -7- -�­ -, � , , - � , ,,,�-i:�, "', � ,, , I � - 1 i7,tr, �;� � - 'i , � , I , , , ,5�,,�,i:�i _', ", I - i � � EF <fMORDlNA,KL­-­------ --�� -" :" `1 - - I I I I I CF,PI./ ,':�' (-L'C, I 11 ­ , - - i � �, , ---, -, , , "�­_ `­r,�­ , , , �';�� � - ��4 v ." , , �� LSklfnlrAp I 11 I I -7-7777t . - , - I I 1, r" I � ,' " 1-K ��,,'�a'-�,, ­, - �' � �, I � " , ; ,'�, �6 1 1 , 0 I . , - _ - � ': " __., , - , ""', ,4 , I R I I - � - _________,___ -7� ill` �- "�` ` ' ,,,:�­� ,,�., ,' � , p< � - _____­,_,__­_,_,_ "' - -- - i",' � i" " , � - , __ 'A - ,- -, , ,4, ,� I I � I . � 7 ," -::,' . I , i-, -,,,. ""' - - - - , , " - - ­ I , _�__ 0 ,�- fl 1�2) ir __ .1 A4 �l -1-1 �l I , 1 IN ,�,& -.-� ------- -----------�- ,�­" , �' : , I - ­. 1 1 'j,"; - , � , , - I I 11 � � , - -1 , � t��()VjFK , - ,, , . - , I � � � I - I � I I % ;�, �" , �"''i `­ '_ ;i��il -r,'� .�l­, -i'll- I - !� ,- ,,,,,, '��,,,: , ` - - ' -,� - - -� -. �­,,e,_',��,�! ,, "," � -.��?!,��; pggg3�� - - I lw/ , W, uc.l_-Vf_NlllFf , ;",i '' 1 - � I , i,: I I I , , - � "�� . _', -,�-, ,��,���,,J S _ ,� -,' - `� � 'i, iii, ,� ,�L � "�,��'_'-'�,�_,.li,Z' _"' ." ,___ 1, �� 117,1,1,,[,�,��_�P,." �w I I � I . � , . �_, , , , , T, I 1,_111 " .� - ", � �' , ., - , I a , . , - � �f_ I , I I I I . 11 I . � , - - v � �t ,l _- - ,­­­-­�,��;-,;"`- i�,,',� , ,� - , �iiJ �,, ,%.p,��,� iii"'o,"., - � �� -7,-,r- ­77�­�� , 11 � , �l ,? I 'I, 1, -L ��' I I , - � ,­ , ` - - I - I ��Yi� �� , � , m , _� � _11��?4;�� xly�K -0 I ,L 11 -­ � " , 11 � I � 5 �t: , ,,�, ,� - � , �� - ` " _- , :�,�,,,��,,- � -. �­."�, � - ,,-;,'�-,� ­��,­��,,Xl� ,- !"', - " � ­;��i- ',��- " &', - -, _,l :� - , IM, - -1 W � � , , � ,�'7�7--:- -"-- -7'- . - " L -_,'_X�; �, ,,, 1, (1� � I , -_ �­ I � � - ,��4 A � - - 1�: , " ,i, - " ",'_' - - ,; . � ��, , I -� I , �, - . 21 � � Z =::�,-------_--:��--�-�;:;�---,-,7�,��--,,--, ", ._ 1 , , - �., ��-_­ � 44,�,,l _� I — - � ­� - , ,� I -, - , , , � ,, , ,. , -'-f�i�.rwlA"��, � , - ',�mf�,i,J-`.�c __ ,`,5 � �`�`�l _,", �, � ,,,,J', -r,,,-,],,,',-' , � , ,� -,�, 1, "I" - , - I- 11-1 I � I I _ --- ;,Y�� s , I �Q-ir" I I :ZZZL�:i ? -It, � I - j �.' - ., L, I - � 11 , ;��, .- _ . .� I,." ,. I � � .11 W � - Iii! �7!_ - , ,� I , " " ,:, � ;� rf; .... .. �_' ," ­,­jr­­ij, ,­ I _, , � � 314�!,�_._1�1? j '. � 1. " _ , � I � I �, I ; , I �� �,� .� 1, �::�: � - � ,z­�i�,i,,J�­-',, .�;, - ll-, , " ­'!�,­­­­,,,�r, ", -,�,, ,Z ,�. �1, �zMi, I . I " ; , i�_ �� 11 �� ,0�v�% ! ­-- ,:;�' '�,,,-, i�4�2 ­ ". ,-F �Twl,,*� q, i'-1 L- '=,- 1 �,,&', j-, *`�� - `­r`,�;,q�`� ­_ ­ -�j. �_ ,�-_,j, � -�;-- --i- - " -g i�- , ,- '4��g �,­ . -IN, I I - � I I . ,,, ­,._�­._f­j­? �',_ - �j , 1�p d, , �n 1 7 � I I ­_ 1 -"- , , , , ,, � I - I 11 I I ll� 11 & , , ,, - � I � I " - ,4!� , 11 I I" � I � I I ,�:: � I , �,,, , � - '� .- " z �, ci,�'&.,,� , "I I I I 0, ; �_ ` I � �'_ I . I . - . ", it"', � : .",' -206 VA ' �_ - ' _,fq� , _--;,:� _,; ?f -_ _ _ -, ': � 0-- ��, � I : �'l _� , , , , . I 11 I - I L � 1 ;�',�,,"� �� , - '-' , *� ""', , i - ` -� ,,, �,��'V " � ,.,� 1 g, it,_ Yl ,; � , , 1 4 '! I I - I , I -- - � - - I 1, , ,,, _ JU,­�V'N­­­l - ,,- , - ,S4'��;-- �!� --,-��':��,',i-­,,� ­`�-`��,�; _',?.,'�,­,,_�, -� ,w,,� `��,-��,, � , '�e_ -1 zi, :, � � ;�i 11 , I _m� -1 1, I ,� 6 , I ;11 I ,� . _� 0 � � , N I �� I .,,,= � , -- - - - �­ � -'e, `� -�: ,,��,`-_!­ - - , ,,, y_­,�_%i�,­�, _,'��'��_�.'Y' 1_' "' ", � I I I , �'. , _� �:� ���_ _-_ I I - - ", ,� i?�'��Q'�, , � , 11. , � � :�- -,-,, ��, ,� � , ,,, F � I . 4i� " � " � �,,,� ,_�. 4,,� , , , � I I I - I � �� � f� - -. � I ._� , ­�_ - I- I" , .� . . '1_ I I , �";,,� I I �, I , , '41 � , 2 - - � .1 I - , I I I . I ,,, , , , _P_v , . - . I I I � � � , " , �. ,i^ I I , ,,� ,�. I - I I - 1� . I " " I I � - , � 4 , � , . , _ ,, , ,��,'�, - i� _� - ,,�, :!P:� � � �,!i I I . I 1. � � I ­ -, 7��--4,�, �­-,-------�� - - � � i ­, �, :_�� 7 i� I �, - - � -­ ,1-7- 1 : I , ,, � I - - I 1� I I � . - I I .� ", `t�lll� - 11.7,08- �L � 1�;� � -:III �­­-, I I'll", L��l , I ,;T,r, I I I , , I- I � --� � I � I � �� �,� � , ., _ � , , - I 11 I I ,'� � _... ­,i,�_ �- Ma , � I - - � �4, , P Ut_ls �, , _ -1 � .2 �W�. , I ,� i . I - .., I I . , I : . I I , I I ,,)�,i�, .5 ,�." _--;,t'�l - - ", ,��_ - "_, g ,-Dg5i'�,J�g I �F " , � � , r , _� FOV/f "I - -, i- I r, 1� - _ . ­ � I I I � I - -�;���� __ � '' , 11 . -11 " � I - - -, � � ,� ,� - � .", � - " � �ill j I , 6� tg I 11 - I - ­ ____ --- - - 11 I r�QYVII,Egff,!;J.P_,�� � , : - , � � m , '� �� -W , -, - " � I 1 1-7--_____-__'__---,_- --l--- -------' 7 , 0 , � _ ... � � - I ,� , I - � .1 ­ I I I 1�1 I , �,,­ .1 :. I", ,l I � ',­�' , ­­ ­ - �, �i� �, _ - I , � �­ ,i ___'_____ � . I I I I ­­ 1, I - , �11, � ,,�_ ­�i , . - - _w U ;�-,,�� �,'��,',�',,'����',-���'��'!,�',�NMI,l��;",�,;.V.v�,-,,--� -�­Z_4_0 - - , � i - - � I , ,5 1. '� '': , , .1 I I - I � � , . __�_, , , -t . � - , , , , , " , , �. I I � TR. E3/ - z , '-- - � ,5, ., ,��, _ -, - �� " I , ' ., ­� �, -, " _­ -;ll � ;ir � I I ­ I -, - - I - -1 �l 11 - I � - - - � .... 1, ­ , 1- �� I . e , � _11, ' ' ' __,_.______ __ ________ _ -, _­_ , - -��,,', U� * Z,tf­ . I � : K PANEL �// --/ .A. 't_l , -- - ,Z�- �i -_�, ';�� ,--- -� - - - , � "J,:,�, � , - �,� I - , - AK'L '_� -�­__,�:iii , ­__ ­ ­ . �� Y &_­_ - "' � , - ,4ia, - ""', '. - - - - - � - _� i �11 1, 11 (� " , 11 "; e - , : ; , � "I : , I � 'r�_ �_ I ,,'�, �r � - , 1 77=7�7-1�-f 1 .1 I - _� ,,.-�,zt�,,�,,,��,,�"!""�-,--�,� ,'a,�, ,`� . ,-,� , 7��),,-, !'�­ - _. I eA g 7 �1'1`1, , , , I i , 7 :Z-,--,- I . 1-1 ­___ - , . �, -, , �, .1 " i-liN , -, \ , - ��` �_��4_' : 11 : I _ - -, MN -l" I I . ��, , � � I I � " I �, 1, , , - � , ­ � , g, � & :_ 1 - . � �? _,�' � ��;� ... � � , / �;,�,, "', , �;,-�� �, —,, � � -; � - - - Q , Y , " " "�_. - . I , ; , T., , 11 - '7� �,,� i� �,;,Pl.��-�,'i,' �­K � -� " �; I ,�, __,i ,;�, �l �� 11 I �l , i , ��, � mrY . �',� -1 I - � _�' ,�-�,�"�,Z""�,,,, �' ­ -;j�,� , � � �T,�"f,-5,?;�-.�--,��.,�",�,��-,,�,,�l--.""",."� "%l 4', , -, '.�'l ,,W�_.4�1-­ 4', " 5 ! e�'�,� � M5 X ". I � , �� ­ .:, , :-, " 7.,�,,� -�. " "" � , �, � 1r,- - , ,�,�, - I � , , ��i�,�t -I _.. -..-"�--�-.-.-,--.-------�------,�-�l-.--.------�-- , -, , , � ',_ � I __ I... � - � - , , 1 _7�7� __l_-_______ __­__-_______­ I 11 %, � I __ � I I , I . L I . � I � �, - l- I I , 1 �7 . L, �5'___ �. 1. I i`l-, -�, -7 - , I ;rl__ �,t,' , ,­% � ,, � . " - I __ - --l-,-,, IVF� -------,- _)0 " , ,., " - - �,�,,-­ ,� - � _�, - � . - , , - ­� � __ -, --,------*, -I--- " , 1(�!, 91 Yl�W I , "" i � 11 ; I,: - , " � - , ­ , __ �_ ­ ll_�_fi 1�_`��'­_.-,__­­''­ , ,!: -, , I I - ­�_�­' ___________­ - .1 �- I 1, - � , __�_,�_",vl,j ...... ... ,. � __ I �"-,&,�' , � __ --------- 11 ir� �_ , ,� � , . I �_� - ­,-�'��,��,,`,`,A,'_' ", I �, , , - " ,� ­_ . " - - " -, �iz� " : ',� ,��;: , " � ­- - ,� -7 - ___.- ,---- - - � - , , ,;� - - r� " � - - � 9'QUG. / TlLff � -1 11 ­�7_ �" __ i, I t - z , � , ­�--'--� � �� ­�, � , , !01� � . � I _ �, �, ,,�,,��L�i ,, ��, _- --,i rt. _,�', - �� - ,� -1 I - ___ , , I R ,,, , . r - I I � , �, - �; ��4 . � � - - - .- , , ,. - , � I I � - � ­ � �1� - , ��7 --- � I - 'I ,,� ,, �, � 11 - I . , ,- '' _ , _.� y � -� , ��,'�,� �'­_�� � "', '.. � _�,_, ,`�, ", . I I I -111 I ­­ I _'l " , 'iA 7 - I ` �` -`D'b���N,� ., t,, --n-, il,;�,i,�."k,",T-r) � - I � ig � � , " , , - I -,, I , 1� - - , I , - " , , , , , , i , , , , ` � - 'r17 - � , � - , Z , , , I I ­� w ,� , r , , - ��� , " _1 , - � , " -�,,��, ": , ,,! _-, - , "_'-,,,, ,­," "- -,---,, -, �,�� �,,` �,�2:, "� �' -',,. '_,i�,�,, ,�` �, �,,'-�: r -', � , ,,.',--' - ", , .1� ,I , " , Aii _'_� ,A"": �l I , I - I- _._-­­­-­­_­_ , — 1�_x, � - � ", - . , �� �l � , ., . ", , , �!, ,p '. - I - __ , I I I . I I I I I __ ol , ­ I - , I "r '1�i­,�i. �' , ,. 8�) h %, , 7-z��_' -_��i�Z_ la .'-'-, - - I I � I I I -------- I I i -,;,"". " 'r �, ". i 1� 11�1­1_­­ , '\-, !.,,,:, - ': , � i � - , ,,5 , �t , . I I - � I �-�_ " t, I tt � I � I , I , � I � ,� � �, ,,�,-,� - I - ­- ­------t� =t:,_*:_:f,-­- — - ­7t�� ��-tt �,_ I I � �l � " 11 - ,i� _� '�__� �*' � I � � I lil - , _ ", � , 1�lzl I , - - � ,,� " ,,, � - fl�� �A,� , - , , "'T , � , " �, � , � � � , I , __ , , � _-, '�i`ll , $1, _7111 , , -- -: , - ,��,O;l '� - �`- - - - "K I � , - �� - I I -� , " , - " " ,1�,�� .'� _-, i OR-, � ­­ -- , - I . �_ " " ,,, - 'N', '___ , - � �, , " - �,, �_,� , #1 �i , . I + 301 PAR] . I -1 I I I , , I -1 - . _.�, � r I , - �� �­il , ;r, * " , : 1, _" , � � � - ,�- I _� - ., 1'1� - I- iii� ­ " - ^ -, li I..---.-.-- 11 � _11, * 'i�'l I I i , , " - - I . � ___ - , I �f, �4� � 'fi , - " "' �� "I - i -o , , % 1, �_ " , , ` 1� ,-_�"-'," r "I" I _, ,'�, � � , ; ��_ , - , � , , I r - , - , ,': 1 '. � �4 . ____ _;� �,`,_, ­` `� _', __ ­`�"-, -"� - `,--­,-,"',,: 11 1�, . ''I ,, , � ,, ­ ­ � ?,_ - � " � �z, �_,!,�_,­"' .; - , " I ;zl; 1 , L , _ "i :�,�, ,� I ,�', - - �'j� I ,", .�, , , , ,�� , � - - 1.11 � � - _ � " " , -, - , , , � , , " --�, ­-?:­�­,!r --�.------------,-----------------------,------- --- , - , � - - 1 -- - - * I �'� , - - , --- -� " �-­l ; I I ?�l I � � , , :, � - ", ', �. - � '_ ____ __­_____.__­­­-- - _- ", � ': I I I ,�, I , . : _lk , , . ", -�-�----,--.r��-------,-----,---, , " ,7177 7 " 7 , - --- �, , , , , --�, � ,_ 1. � I I - --:I, . � �l � ,� ,_ , " , " , " , " , " _7_�, , . " ,­_ � � , , - � � _ � -, 77 � "', �_ �, , , ', 1�, ,�. " , ", - I i . , _7 i_, _ I - , , ,� I �� li�' � _­,��T, L.��,,, 5':'�!,,if:-,',� __ - " = � `f - � � I �', �", ", 1_�_ t � ,, I , I, -_ -, " � " � I . . - I , . �' " r I I - � I . I -11 "' _ , I ­,�';�'. , �� , � " I I- ", , , --- -, , � ,­ � � I ,. , I 'i�il�� ­­ i ,_��"5, - - - I , , I I - 4 ­­ ­ , , 1, I , _�. ,�­ - - T I �­lt-,"'i",�, ", �'�7�-,','- 'ikIZ, 'r - "r - -e, 1z, `� " - 1, I � �­ , - ", 11 �� "' . � ;_� - - �, , - , , " 1, , ­- -::`�,�,, ,,`�, � ­­"",�-, ��`,�'_� �-,', -,,, �, , ,,�-_,�-, '14'J"","�", , - - I I ­ I I I I 1. . - 1 I - 1, ­­_�,� ---?t,._7 - ""---'--'-'---"------"-'-�---.---�---, ­­ ------- ___­_,___ I—— --I'- ­-­ " ­­­ �_ ­ lr� , , - " 0 ", . - V � _ " _ , � -I . , , , `;- - '-' _i�; . � �:.-,-r�,-�-------�-,-----,.�------ ­ ­--­ ---- --- ��' _­-, - _:7____-_�_ i, �,­ �� �". �� ,:- , .,� � ", - " , , - � " 4 - i.gq , - - ��, - WALL --- - I - - . " `Wu ­ ,� 1., 7�, __T�,��,.­­­',�"7,4_, ,�, ." '"7 - 11 (!!� I � I , ; ", �, ---4���,-----,,,r�,�,-:�---�,7�,-- ,,, , , . ­ , " , 'i� , ; , _ , , , � - - , � I " - ,,__ , - � , , 1 - , I � 1, -, , ,_�i -, - �1,xi- I , , , � - � . _'. , _', - , � _� � , , _ , , , - , __ � , , , -, , �, � - 11' 1��11`1 - _ , � I 11 -�-­'f ,','��-i -," �T,,,'L­ ,J ,, , - � " - -,,�,i;',� - ii", , , - , 'R '��4',, _-, `�,� _,f,��, L4[r�.�g , I - � � l�,�,�,,�,,�";,'��,4,--!�,�,,�,,�4�t,� " , � 1. I - - - - �' ,,�4, �,,� , ,,,, ,,,, � , " -,;-i,,`,-�,: ", 1 �,, � � �, , � -- `� %`­ 7 " �,,�., - ,*F, ,,'.,� �M,,��i. ---, - 2M - " � . " , � , , - , --- 11 I ��, I , _ � - -�; �,�,!;�� � ,-7 �, , - ��'. -,,, � '' � ­,,,�i,;,� � '� �� ,, I " __ �r � I _.- � , ,_,,�._ 4 . - I , " ,;, - - ,., , - ", " , � _�";" , "'�',,,,'��','�'��,',��,�,��"I'L - " - _,�' _5 , , - , I , � , 1, , ,c , , � � , I .I- - :, _- '11,�,t,� '-,,,,: " ��' , I 1. �:�, - , ,�, - I- ­ / - -1 � ... , ; ',�,` I I , -, , , " - . � I , �_� , � ,�� __ 'i - -_�, `� 'r,' � . �,ji, ,,, ", , I I ,,, � " " I ___ � -1 �� ,�,_ , -, I,--- � I , -1 -1.1 I , ,/�,���-�,'��-,-�',,,�����4,�t�17,-��,� -,'�P, _-_',�,,� -,�: -1 -, �'; I , � - .. .... i_� , _6 � M§NRNEI_A­�,_� � , - � ., 'i - - -1 _j -1 - ; __ , / i � , - � '�" ;-.':'. -, , M � ,,� � , , , - .1 - ?, , I I r - ,. , I _ -, i, ��_'_� rl � . , � 11_1,11-� -1- ­:.�-;, /­_,­"­l,__,_llllZl 11 I � N, I , - , � - - --- - - __� . " ­ , � ,­ ;,i, _ " " - - , , , "" - � �� , " �', -i �z� I 1111, � " ­'�, ,-,-, - ­­_­,,wv,v,� � " ,�� _ - , � , , � , _;li� - � , , � _11,1:�,__ , ,� ,_ , ,,,�` . - _ .", ­�, - " - i� ... i - - " 11 1, _��;­V,� ,,f I I ,". � , , I . _�,,_ , - �� , v ,0 ", ,� , -, I . � - _ " , - , - -, . , ­­ . , I ­ , - Z� - . �J­�,'�� i,�.`,T',K!-_� P__ I .1 - , - - . � 4 L -1 1: --- ,It - I - , - ; I '�_ %� "I I __ ______ - I V� - ,-- I .­��, ", --- - - , -11 -1 - '"' - �� ­ � � .1 . - , �; I I I � , , " - .- -�,-,, ,,,,,-, - - �- , � -0 ,�,= '57 , _ . ll_r�­, , . I � - i ­ � .1 , ,\, , v, , r . I I : ,�,,'-'� ��,,,, 7 I , - ­�- -�j -1 " 1, �', �','- - �";i, � "', -."j,m! ,,��,,­,,­, , �� I I I - - I ; .� 1, t�;� � � I : �- r I 11; ,z , ` , t__l ll�.11 - �_��`I_lllna_"_` -1 , - " �� 7, �"", ,t,,',� *�ile'l F4.,Zgg� ,,,�,_-��'t-j,mp , - - �'� I - -1 , , '���t,',,-�:,-��",�'-,�;,-��r,.�,-� �,��,��_��,�,:�,,,,-,-,�,�.��,�x,-,�-�),��;,- , 6 . I I I I � I �, 30'T.t5l � I , --- �_ '_­�'___�7_7_ ,-:7-------------------�-�-------� � 11 i:� 1�1 � , ,'_� i 1^1 , � ­_,__"_ , !"", �� " _.f ', ,�� ,�, �',��, ll�.'�',_ - �,__ , , , � �, : - I 1. , I I I � ,' .., � � ". Adi,_ , "" � �71 �Z,�;, ,,,,, ��z � , i:L".:� _-,," "_ �ii; _� li- _r I �l I 11 I � , __ I I I , 0, -- ,� � , ;�, ---l' - ` `4!_ , -, , _ "T 71 I;, 6 -1, , , ��, -�-��,;,�_�­ �,,, - - � ,:" ��. _, - � — I I-- 11 � ( � �-, ) �� ,- - tt­ I I - - __ . "t, I , ,���' - , , ,,, _477 -1i "I'll., , — TO - � C, -- � , , i. p . ;,- � I ,01 I " I _� I , I I - I 11 I I I I I I I - 7, , 7�,_.�_,­__��___ I I .� I I I I . , I -,7-�-r , �, �A_ '- , A,� � - � , r I � _ i ,7;�� � � v " i, , � a ,,,, � I - ,-',' 7� , ,,,, --", , I �� ___1 � , , " -, � ,� � - -.-I _,:, ,�� Ill ­ , " � - I _­ -1 � ­ I 11 _v�­ -,�4 � �; - L� �, " i , "", ,� , _-, � , �, �� . ,;r ,,�� ,, , , �, - g�,­ -+,-,�� )�, --_�-,'.�,f',Y,l ,�! -5- �, I _! :11 I - ______!� I . . ,", ,,, ,.�__­_-_._-__ 1 1 - < � ,� ,� ."', I I , , _ � I � � _� - , . , � �V! �',;,,: � , ,,,,, "-�, ,� "� "_�, ""� - - .1 , . �_,�-,�� � �,� I. I � , . , " W ,,;, � _� .. , �,, i, %'i - " r 11-1 I ­_�%.S'?:;, ,'r�.;�.�_ 11 �_ , " I ;i li - , ­ "" K �_ - 1� I 1___.____�Z_�� r� �,� - � �l I , , ­ ,6 , , A, - �;?, �. T , __ " _ � , ,�,,,Z ,, , m , , , � - r - 11 I I � � 11 I 1. I ,� . I I ­­_,, � I., <�_ . , � , �. , , I-- � , ,Zr ��`f � - - - - � �, " � ,­': �,­,� _," � ',?%;�%,�­,'.;Z _111-11 � � , I � . - '' � I 11 - 'i � - - -,:!����--,�--,�,--,-��,,i�'�", - -j- ____,�, , 1, i � " 1� I., I , , , .T , - . I - `,.'� -,� -1 z7 L " � I I I 11 - I . 1, I �� I � _ , �_ -, � - � - � , ,�..l " , , "" 11 ,� � , � I 1. - , 1, � 'Alli R", 1 � - L� � 11'111� __ I ", . _ �.�, "! I , - 1; I I � . - - , �:,l , I - � � 1�, 'I- - :, 'Ir 1I �, - ­ I � �__ ____ I , __ - - - - _', d , r \ '' ", ,'_-!�, - � �_,�,�,�,`�;,v:f 1, , , , - 4 c, , - , , � - � - - - ,�L�i - I _ 1 , 2, � . I _ __ - �� , I I I I _ 11,11, I : I W, �­ ii, ,,v,�� - _4 ,"_ �_�__ �k , W� W, __ - �,­_­ - 1� � _ "T.- - , - ", - � N_ �� �111:3 I . I I I I I I . 1, � � - � ,�;, I 1, �v_ , �, ,,,;, " �',,­ 1,;�i; �,, �� ., , " - " � _ ,,­ �� , ,fi, S ... - �_: 1-fr, � , - � I I , - I � I r __ � �,_ ;� �,;� ,�,,, - -, , � ,, - . - , , ,r:,�� l,-%,�,r�""-,­­­l,+', �', '_ � li �-.��,L��.�,���,�"-tr;,�',,',-,�,,,��",.,--�.,,���,,,,t, ,,,�-,��,)�� ... ..... ­ 1-4- '�'_f,� � I - - _ _ , __ - � - , - �; - I I �_ _[ � 20 � % I , -1 .; _­� � - 11 __ - - � , __ __ :i , " - ,� .1 (�)' - ,,, I , ; �_��,,4 ,,�v:,,, " ,� -11 , , _ " _ �#"_ - * A ? I , V, . , _--i ­­­­ � ------ - -- �L � ...... ­,­­­_____­­ � I - �111 � �-,., - �� r . , � ;., '', , � I � I , - ­_' , , I I � I - I I - - - � __ - I _," I - - . ­_ , " r, � ;, '.';-,.'- P �_ �, , I I I I I , �i -, �,�,��,,-, �, ,,, �, 1! �,; I ��;. - , _j I I : , --- !, I - I li 11 I - -1 " , , , - - - , ,� _� I J- 3 r4QQ_U:t I T I F, - ___ I , " �Z_ ,� , , : �-, - - I � . , I _� I I - - -i,��"�;--��,��',�,,',,,���'�,-�;-,-� "I,. I - "',�',;',�,,��,,,p -.:-_'. � , .. _'. , 'j�,�-,,% l �,� , ti, -,- �,K; 7,Y ,e L - I � I I , - I - '.. �_��Al_ll��1,1� ,e - 1� ,� ��,, ­ Y �, � � �,;&. 'I � - ­�, 1, — .--- ­­�-_- �� - — _ ' L' ' I - I I - � -,, � � �.,, I - �, I - �t,�,' L' � t'�,' L' I �� I _t,�,' L' I , - I I . I I - ��, ,�� ,�� , I �;� �L, I � _� - � ,, I , - , - - � , . I I- I I I � I � . - - , - �5 , - 'k . ,; -� n , I I �_ � , "', " I I I- I ,�, -� 'e, ,,,-- _�' .<1,11'n ;­ . i I ,-,%i,:,` , "sr, ", ,T ,��_ �-� - � LL - ,", 1��! '7��­_i I 1,�, " - __ - I I �� ---?i-,AA ��, -P-9 4 , � � 'i ,,,�i - - , _ , -,�3"��'C'�;",�,�i,­:; ,- . � ,­�� �,,�,7­ � I- -, � I ,. , I � , ­, � - "" - " � 1, ) , I I � ,, 1-�� � "�i�,`� �, --" �t , - ��?,_ ".: 7, �,� 1� �, �, � - �,,' ,,,N� - � I ,%�,­ . , , , , _1 _, 1 ,7 k � I , �i� , ,_, ,i�, � I I I I I . � I i -,�­', _�' _�,�, � , ,-: � ii , �-�, i -,e -��,,��,­,� e ;%�, -,,- ____,_-- __ - - mg CL'G,, W/,,C�JILTAN . � --------.--I--- � I P pj�,,,,",� i,,f��,,,��,_,_-,"­,',',�' ,'.� �.`_,-�':',�,,' , ,��, - � _ �w2, ',5 , I � k�� ..� -11 �, �f �,� '�, ,� ", , I- - , , , - Ai " . (c_)� _ I I - - '--',7---- - ­­­- -­ � , _ � . � I � , �_i .� : ��l-,-,-.,�,��",r,,,-�,r-,,'.��!�;�,�, - ,,�� rl'Llfa -10�/E-K 0 _� _-___- r �ii�z--��-,��-�-.�,�---.--.--,--------._�-.---- ����7' , � � - , -1 ,- I : : - - _� �,,_ .a ,,, �, � ", � , , , I :� wl Urprp c - - - _,-7_r-,___7_ , � � I '7�,t,�l � v � I I - � . I �, , , � . � , - - , , �- -,��, � " , Z , , IN . 2 1 . - 7 ' 7 . ____ - ­, � 1, r� , ­: , _-, � , . - 1 ,-,,,, �� ,­��, ,,i,�',41;��5"�,�,�r,��-,�""�,�,;�-L�,��,� _4 *, .-I . , - � �� I __--l- - ­- �­ 11 � I �r - - 1� I ----i ,­ , - � I 1. "ll I , I I I - : � , 1, I , , , , ` 11 � � , , , �1; v � Lt'tjr��> cwc -, , i I , __ _______� ': I �, I I � -1 , - I 1 :�. � - 1.� ,�. �,�,e 7r; �_ ,'A' ;� ; ;'�'S; ','�`,' . - � --,,� ,,�, , ': , "A�- ­4� , - , , _­­ "Ill " 2P 1� MOTS ­FePc� � - I I � .1 ` I � I I I I � "" V.�:_�� -, - _,� , V`,,,�` I � I , � - I , � � I 11 - , , , __ I , �,�L�`_,"��i'­­��U, , ­� " " ,,, ,,� -,,,�,s "* - _-� - . �,Z:�,__­_­ ­­ -__;�"- �-__�__4-,�� - -'-(- - i�: I I . I �,­,­, ,'.."', ­,"...".. , 7 Z�'�-77-7' , ��-, I "i ,r� ­ �, , . � , I � I - , ­� ­ ___-_",7_-_--__- � �e�;, I I � , , __ , � n7 , , , - I � 'il. 'Ii 11 -�� �,�.,,-� --,, " , , ` .- `!",� -.�,e " ,�-,, -- , "' 1 71"�l �­ � _ I - - U:U�- I � I " I I , , ,­- -. , --- , _ � I I I I - . :,_�_111�_ -----I':.--.- - , , , - � - � - _. � - - �,�,,�, - ��'� ___� -,�l �,�,­'!,� --,4- ll�� - I'll, ��-,,�,%�-,�� zg � '' , , -"" , __ -1, 7; 1� - -1 I I - _­­­. -�� �_, _--_­--­-----__ _11__7,_--1_____., 1 , � 4� 1 f -f-I - I I �l , ", " �.� 11 .__�,�g?, �,��, - - - - - ', - -� '� �� Al'� _11 _,� , -�,:,�,�,�,--,Y,�5',���l,;g��',�.',",-,,�, fl,�,, O'k," _�',_,',4,'�,_-,', ,g�', ,, �,, � j , ,,� ,,4,,;U,��. - - I . � � � � � - . I ­ I L: il - - I .. I - , , � . . - -� i!� f�EJCE Ptl D 2 -, - _14-- ��- -_��­ �­ i -1,11-lak ll�l - _� I � I �. � , , - -` , '�' 5, -i t-, "% �vpt--,,,��Z_,�� '�',­"y I--- i,�,lmf' :�6 C13) I , - , �- , F __ I I - �,, ," � -11 - �,- - ",_.- , '' - - � , ,?."� , " , � ,�,�'�'�:e� - - r � -, -, � -a i, _f ,� 5, ;.- _,4R_,'�_ - I/Sr--F F IL,l­ - � ., ---__---�-­�­­ ___ ­_­­_,_­__­_ -__ ­­­­ -------------- --- __ ­­­-t-7� L I ­­_ - ; 1, - , . - "" - , -, - , . " 1 �7-,��,-�-11--------,-----,--------�-,---..-�I I , I ­ ­ I 11 I I '� r ,c I:, �_'11'�,,_,�, "� , !,-rz ,,�­ L Ili 1-1 1:.- �, . -1 _r.1, �,,;��,2� ,, �l - ,,­q.,�r,�,, I � EN - I . 11 - , _:_ - �_ -11 I - -------- .-------'---�-��--.-_,-�-._,�-----,---��-----,-----'.-�r--.-,"-'---�-, ,-��- ­­ -,-- ­_­­_._­ - -,,,-,---,? ­­_ - � , , - �11 _1_1�1­11_­Y­�' � � I I I I � " �,,": _', , " I �'., � , �__lill"l - ", .1 - li I 47 � � , : --, I ___�_ -11". ,�!' � - � _ � , � -,:,�, '�',.:�­-,�� � I I I , -, - " �,,­,­S­ -, 1� _1� ��i - —,-r l_______�­D ----. -.—,-,-I"- I - �l I I L " -";;, ,;- ,-,'�,4Fc,�,­­­ �,� ,­­ ,� I I - - ' — - � ''L , A­,,:�l - 1�. - - 4'--�-�",�",�',�,',�'�,�4-�,'-,.',��,--� ��_ ,_,_ � __ - � __7__,­­�­­_­ - ­_­­ -------- — _ - -ol I �w - , I'll - 1. . , I I � I I " , , " , - IT,:, I � __ . - . � � _ 'r 1�;� " t� 1. ­,,�, _'�'­';-� � �� j." , , ""f"-",-,.��'-,,,,,',�,�,-,--,-""-Z-���--��,,����,- ­,�K414W', i4 �4? - . I - � - I I 1 -_____-7_ ­_­ _'___­_ I -'---- - _____'__­_­__ , , I I ,, , _­ - , ` ii, �, � - � �-� , - - �v . tk�, ": - , __ ��l �,�""",,�,;",��,,"��-,:,�-,.�""'-, - , -,", ­��4, ,�,,';T`,��!', �1, �,;, i" �� A:A�i - _�] , z s� � " - l._____l_­­__l - ----- . � _��_��- - 171�il r �­L�I_i' : I , 1 GAPAGff AN I P H06-Iff W/ 5/6", TYP ' I I I � -, �1��' "I , � - , �_,,�, ",­,��, - , "�,,:-�,,�,,�",-"��-?""�,�'�l�,i'�,�tl"",-"fi,-���,;-,'�,��!"--��F-,I�, ., - W , I I I I I 11 -1 � I - I I I U, , , ,�� - -�,� i. � , - i" _,I, , . li� �f 5� Kfct - _' -1 1� __,�, ,;,,A�,�,A-!! ,��' ,vtO qiT , 1 55 - ,� , _i j,", � � � `:,`;�--i'*',:,� T�,�,�,L,i�, 2� i;�, �"r �, - � v, , - i , - � -,, i - i ; - �­ ,� ,� , , , � _4::i� ', I � -----,* I � I I I I � t� _47� 3! 1 � i, , _., 6 � f,p,OvIc)E 'I -HOUR SEPAPAT[ON DETWE . , .,i� � 1_­,_­�'j " 1�, �,��. 7`�'i�.� -:"-��,-�'.f�Z�,'i"�t���,"�,;E,-",��",���"'�""-:S�,-�i,-,'-,��',,�-�,��,,,,-,i,-.�",�..�,',,���-��,I 4� I, *__ � I -- F7 I � , I � tm , ­ .7 1 ll__-___ � ­-, � F�'��` GYF 11 � �'* 11 _.., -, ­,,,� , " ', '' ,��, , , - I - 22'x90 ATTIC � . , I I I ­ --.--- r �-, , , - ; �� � 1 14 ,-t I . � , . I _�_­,��,�!�. I I , � _ , r � . I �1_ I - I ­ .I-,--,,:- -, - I I - �,'� _-�___�,il'�'�',l , � 1, � I , .`­�r�,�,4�",',,7, 5Z,��.�� �,�,,, -�,",-,�� �1:', - - ?_ _'_ii,; ­r, - , ,­,­­,�'. -61 _n - I I - I I ,r . ': � . .; " , , � I I - 11, � I L I � �, _rQ ADJP,\CEN_F (COMMON) I WALL5 -11, __ 11 I I I ; w,, �, I I " r , , . " , - 1, -1 ,� , , , -": ,-- " - , , � I I I � - � It ," � _�l - _.i � � � , "I , � _� I � , , - � I - , F _� , , 1 1 . . I I ; , - �1� __ , - ,rr_ ­ �l I ��l - - I _­ I_ -1-11-1- ��­- I , - LA " ,_�_ - 1---l. --e 11 ... �� .,,,-4 �n� I .�l I � I � I E50ARD 1`�11�1�_ __ ''I I I - 11 , � - '. . _�� - r % ,I t � � � - " - , , I � I _" - I : _ , '�� . � ", , - I , I " - ",_ , �_ � � . , � "I - - - - - 1, I I ' - ,.� I � - , . - , ` 0 t;� - -11 - _,�-- -, , , , I 1-0 CEILING WI'F,.0 CHAN, L, 1� a ,'c , .. , , � - _ 31 1 A �_ ___ 11 I --`� �­ i -- -7 , I � I I 1� NE " . , - , � - � e_ _ _... �* 11 5 � I ,� ��, i�� , _��___-_­ I I I - _�, _�$,, ,11 -, "' � @ A I 11 I'll I - 11 . , r � �,�, 1_.,�,� 1� ��_, , , _4 " 1; ; ", - ,,�A s I - I . , - __ , . :: , , : , - ' " , Ili, - = , _AL `lp I I 1, , , _ � � - "�,_ 1�__ --E ". �, � �,�d�jj - 01,5 � I 1; - _ ____l____l____ ­­-, 15UE t'��, I ,' "'; � , G -,- ,:,- - I 1, I -,,��,,,- - --,' "' , ­-, , , : ,; , - ;��l -_".r." -;�j � _ _ 1 , 'i �,, �k, , -%, r "'r ,-,,, 5 -, - - ,��,, - �t , ,K" 1 '' JNr : , , _-7- ­­ ....... --,---"- ________--__l___-___ __ �_, I . . � .�,, "" I - - I � 7" 1 � � I , , I D W , I , ,�� I I ,�-_---­ .1 I F,E-f=,k, - -, .. .1 wl- I �, '" -If I -TYFIC 1� I I �' r Ili :, -, � I �l , - ­` _, , ­ "� - 1!�_ , , fRfrZEF, - - e , I I I �l % , I , . _�,,'? -�_,'--,� , ",-e�e'r,"!i'li - , , f� - � � , rl, PTO , , , , " _", , � I ­ -,'g a - - , , )"ll" 1�­_,­��,__ .11 �. I 11_111.�� !,,��,�� - _ I I , - �' . I I I 1, - � I I ", � "". _,,.�f:l � I I :� - � , 4, -, , — , � I I � . ,,�� ­­ � �- 1, , �;, � � . . I I "I , .1-1 � I I I - �,Z,i, �1, - �� �,�, -,, : , � I � � I I � I , I I � , I :�� I � ;�_ ''"I, - , �,; �,Z, I , � I - - ,,, 1_1�p - I I I ­� i- v-, - I I I __ I .,_ , I __ __ --I----,?J , -, _.._Zl__ c I I I I � , : , �1, , 0" �� � - , i'll,­ , , � ..11� � �,!�_'_�, - -, .. - , --- � ­ ­­ ------ �_­_­_ -4--- ­ ­ ­­­­ I I L' I �� :, - - " �� �i �,� ,�,� �-z�,�, , � _� I I -.:- -­�,W -, ,;l, - ", " , �i, , i I I , __�_ 1­_­­l­_ll­ -------,--,.- ­ ,, I I I � � . , �,� �,', ,,� ,�, 11 , , � - _- -­ _­­ ... � ---- ,/m I � I � I .�,, , � � - 11, I � . �;, , . - '' - 1 1 - 1, I I 1 7i �­ ,�r� ­ ­ -1 - ... ­­­ N I � . � � I I ­ _- I, ,�`;111'�11, '�-,, "I, , , ,"', I . _. ," � _�� - _­__.,__­__­ ­ _­__­,­__,__._ - ,� ­% i�' � I I , 1.1, � I . � ___ - - __ IM - I _____ I I � � � , �l 'Ir - , ,", , , , :.- - , �, �� ­- � � I - , �,�- � - I I ,­ ,�', -, , " "., ��z -_ i, k� '? ___, _� � , � i��­',��' ,'�,, , -, , : d",� �,%,7"k , - - _­_ — - ­­ , �_,;"��l , " � �_ I --,-7r- � --- , I I -1 � �:�, ­_ � � I � I " - �_/_ ____,_-_l ___ 1� I I I � � I �,��­ 4__ - _j-_ �,­=j_(Up,�ZY . I ,­ � I � . -1 , . Mf4GHA�i'CAL AREA - �, . ,__,; " - i " - - "," " , Zr J__ - ­_­-, r .--- "­ "I �l I I I � I ''I 11 " - :, :�,�,,- -,,�,,,�,, � '�­, � , r ', . I ­ ,� -� " � _____, - ---F.__________=-_,_ , I D'2 - -;" - � , � " ` _�* " � I ,!­� " v I - � , - I � I , ­_.__l.__l_._ .11 ,ii . I , - .1 ,�� : I � -'ll' , - - I k�l , -, 1 �7 - . I � , , , ;,-, , 11. �,�­,,,��,�,-,­­-, -.*�,,. �� , ,-,,�,,',� I � , . �A �- '1� � i, , - ,�;: �,, , � -, - !il��,Vl :'l-l�%'�"f,"", � il - - ---1.11-_-_l_ ­ I - - ­_ - --- - � � . - , �?-� " ��, - - - ,,:��,,ir�,:�:i �,Y? , ", �, . , , 1� ­, ­­ I I I - : , " - " I i `�­:­­-- - ---:_-_--_-l_-. ­-­­--­.­­_-.__­ __ , . I I I . I - , , " , , , , - �, - i" -, T-,�'� 1�_, , �­ � � � � ,,�,r""",, � ___­_.l__l­_ -- - VFRIFY_-5j4t--j - __ _117" __` ­_ I ­ I 11 I I . � I � " , , " - �� - ,,�� I I I I � - ,,�' - I , " ,, � I . I I �� "I'l -.:., ,­�,'_ - - , - " I 1� ", ­�l `,`_�F�'�,_-�,�� 'Y , .,--.---.-�-.1-�----.-�------�-� ___ 1.1-1-1 _-7- -`,� -___ -­ ­�� ­­­­ �- - � I � I , . -1 , - � - I .� -, - I - - I "I ­ , , S , , .-_4 ,��­ 11 , I 1, V., I . � I ,�, __ � - "'�, � ,'�--f,�,�_ - - , � x - ­__ --7 - `�� I I I � - , -i " �� " t�,-,'�,',�tl�-:All`­ i- ,� I 1� - , *, �_ L , li� , - , r , - I ; ��;!j '177_K___l__,_ , � I I I 11 � 11 I , , , _li, ^11 , : �� � - � � - . , � �\ , - " , � " I N , i __­ ­­ � _�,�._ __ - , , , , , v -7 - .�\ J. - 1-1 _ ____l_ ____ I - �� ­ � �� - . I I I � I j � - , � i, \ , I , _ ,, � - " " -, - I . - , - - I I L :� I ., ,", � x �� " �,!�­' ';,I'\'- " 11 - �-�V�� i-,,-;f��,-:�, I.' ;�,­'.� .lv, , , �, , , I � ,,, � ,I _ �1�11 , - � " � I I ; - I _­_ __ ,,,�� I ­ I i. ­� ,� "!�� 1?�l "I ,", , , - I 11 � I I I . , , - . .: " ",-L I I 'i ,'� � � , -- - --- - --- - � --- - _ .­ % " I - , ,,-, '; '­­,�j'­� 11-11- "I , �, ," - ­ , � ,; � ______ - .. I --il - - . , , , -, r � I ,, � , - , � 1� ,- , 1 9' C L'G. / T I L f)V I NYL?�'r' � - - '�E� -117(R56;ff��____ __-_ --,---,,-�l-------.-----------------,-.-----.-I-1--------------,---- --,------" ------- ­- ----------- - ------__-j_ 1--j � A--1 ------ 1. - � ,,, I � - �,v , - ,: " , , ", _�' _,,�l 11 1-1 I � '' �l "I I " ,,,, I '�\ - 5-1 ��� - E ______ __---­----­---- - --- ------­-­------------- -- ­-­----- --- ""' -/---'--- I � I - � LAUNDRY WHOLE F I ­____­­______ ­ LOCAi�6k'OF _;:� ___� . I p . I I - - .� I I ,,�� � I I � � , , , - - , I I : \- ,�, -, - ! " - a - , . - I - I I N 13UILD-OUT I � . - -, - I,- -1., I I'll , I -.-I ,­­­ ­__ __l­__l_.l­ - .- __ - ­­ _1_____­l_l_­_ -- ------- ___ _.,__,___ ,--- __ _­­ - ---,--,--,-- ­., - _� , - __ _ ". - . � - 7r5;- - ___ % I -I. , ��& ]_ \. ,, r -1 �:� � _��1_11-11.-leA,;;,ys, � � I � � -­ _­� I ` �l ��, i�� � - , .-i`,,��,,�',' ,,!�. �� , I �,,',­­­,_.,�� i_ I . I I I -1. i 1,1 - -, ­­ - -� -�� , 'I 11 -,� , V - � I - ll�. ", , �­ _ � 'N- - �l 'i 1 I p � , I , - -,i �, -, " ��, . , " _ __ __ I - � � I I I , , - � , . - i , , , - 1� � I , �, ,,, .1, , , , ", - fAN -V , F-11 (�2 1 ___ _-_-_____l_______.____- I—- __ - - -, \� , ,3 G ,­ �i i -75 GAL. GA5 WMER-1-JEATER, IN I �, � ", i- �_ �, " ��, 'll_"`___l_ - , �, i -,� ��:�'i;�,'� ,'� ,, �� � U , IQ , ) - - ­_ __ - ---'- - - - ___� __ __ - ' - - - - � � e , \ � � - - "' � � , � I I �.l , , � ".'i -li�`,., '"I � _ __ - - - _. ___ - _ __.,______ --,-,-,- ­.- I _> , -, ` 1, " �,_ , , I I , , ."', , �, 1, ,,,',r,` �,�_ , I --------- - ------ � ------ �,-�.-----��-,-�--"--,-�,-"."--,--,--"-----,---,-,"-----�,-� - . '_ K V. W. 5A. W/ APPFOVED I 11 � -;��, �, �,��a !; , _­_�, \ I 1, I � I .� I 10, I - ZA _______,__. --,---,--. - ___ - - ___ - - . ;!�Z___ _� , CkYT, t DOO ' I ;�: � I I ,. , � � � ': , I ,,�,, �' T ,III �lkl..", ___ � - - � � -1 " - � I I �,:, r 1 2 1. , ,-�, � , -- � I - I �. ,,�l �' -1 - ... ` - . � \ �, , - - il � - ,� - ,- i � 'I: " '_ - - - - , I . I , - __­ .I-,---- _11 - ­­ - ­ _____,___.__._ __.. �_., -/,I I - I - I - ,�% I I 11 - , , I - r' -,, ­�­ � - , ,­ - �,� ,,; , ,% ,� � - , ,, I., I I � 7: 1 1 � �_ - ,,r,,-.,,, ', 4 � , , ��l 11- � "I ',11, 11 _-"; ` , -, ,_1 . '- ­­- ----'L--''----'-'---,--,--------��-����,---,-----.,-�-111,11-�'I ­_____­ ­ � - ---- - I--,---------- ,� _.- ­.______ ­­ - 1111--l-I -1 ___ ___._ -1--.- _­_1__l­__l_­\1 I I , -, , , .", ; I I �-_ I ", - - -- -'--- - - I I � 77 , 7 - , � 1, _," � � ,',,�Z �, � 7, - __ ". " -9 � / , � � \ " , �, , � � 1 I " . , ,,.i, , ,_��,',, �, ,� " " �_:,,'� �': � � ___ - -- - --- ___ --,-"-. 1-1--- __­_______,_____ I I " ) 11 � " e, � 11 � I i ! . , -11 ,�� . , , _�.r 1 1 - __ _,�l __ — " _� I - - - , , 1, . I �, �l 11, � � � " � ", --;i� - _11__-_-1- ____­______ - ­ -11, I I I I , F_--___._ - - I ,. I I- 1. I ll� - I , , , ,.;� I , - 1_1-_______l__ ­l _1_1 -1-111-1 I— ­ - I I " � ­ I , , I I-.---.---- , � !_AL -, _­ ___ ­ . � - - 1\ I ,__� Gx 1 2 VDIT5 ffK U.B.040CAL 5TY5. \ - 1� - , , I � � I _, _ - " ,. '""' I �_ x� , �, " .1 _ � --- -, -----" 11 � -11. - - -, __ r ­ ­­­­­ I 1 f , - \ I � , r, , �� , .1 ,'�,*,' I I I " `�,' I I I I I , _ ,,, ­;­,;i� � ��',' "': , � ''_1 ­­ ,_ � , : - , " � ",'I�, I I .1 ,:___,._7'H � - .L, I �\ � , , � � � I , - - "", - , , " I I . , -, � � 2 __ -.1 ... ­­_ ­ -1 ­ - - � I ­.. - I—— -1 \ � I ­� - - -- - "', �� I e _­, - ,� \ A �, � *I- , � � - . , , , � , , ­ _­� ;, - N . , --------------�--�.-.-------.�---"--�.-.-�- - _ -, 1 , �­, -,� --",t" - --- -,,,, , - � ,� , - , - - �; 7" ,� � I _ — - //,--- -�-L ------ - _J ". � , ,-\ � � , � I ,,'], ", ,,_,,,�,,,,-,,,,� � �­ .- - �, , '. ', , , - '; -, " — N ­­ -- ­­ ---,�--r"-�.--'-.�,�-'--.---l�--'--_, _­­­­_._ __.____ 1-: ... � "I __ �, - -, I i I I I \ � I �- ` :.�;_�, " �,,,, , "� ,,, ":, ,-";�, -_-,� I , . I - \ I r ... I , _1 . I -_� � \ � , :, ,7 , �, , . :, '' 1: � 'lt'�1�1: - �� - - �, � � ��,` _,� j�'ll -1 - ­­ J-7-- I- ­­­ - __ - -, --- __ - , - _­ , - - . � __ I I � � . , �,,-�11�1� _�, I I ­­ ­­­­ ­ ­­­­ - --7-- 1 - ____ - " " - I - - � � , ", , , � � I I � � � � I � � .. I , " _ , I ; � I I I ` _r . - I I I ­ , - I I I I _� I , �� , , -�,� , � I "I'll _'­ �- - ' L I , I -,�­ � i � I I ; 1.� 1, - - ,ii � , - � . '' ��tl i� , I- I I �­ ��, ,:, " �i ­ 1, I I :-,-,- -, '7�_,,qv,v `_`# __­___­______ - _., I - - I ,,\( _____________ _-_ - - I--! - --r - -- i ' � : i V I - : I I ; , ��­ ,-�� 1;11 ", ��;�� ;�_____ 1�_ - ­ __ _ - _ - - - ­ __ , _: ri I r � I I � PI­IQ2 � ,� � ___ , "I . . - � ��, ,v,,,"' �, � � M � �,:,�4��, � , FHD2 - _ , - ­_____ - ----- - _­'EN�lf � I . , � ---I- ­­­ . A _­_1___l­l_­__­_ __ � I 11 � I I . , - � '' . , - " . I I _�,i��.!�� _ � I I", �,\ I ,, � � ­ I I I J, I _-I , -, - , - ,,, - , ---�___,.-.---�----,���-.----��� -- - --- - -,- _\ , " ,,, I I � I I � , . 1- " , , : � 1, -1 I `�',­��t ­ - -1 ___ __ ll�". I I , ­ , �t �1�1 U I �'v -_--_11_-_._-11 I-,- , .- , , I .1 I , I - - , .�,e �_ � I I I � I � I I , I * , - , I I., I I I I " \ I , 1� ,� � � - ,'' - I I" " - ,,�,,�,�, , _ ­__ _ - .1 I , "I - , � I � 11 ' , _; - _x , �­_J_,_ I - �:___; � , I - , _', " ll -,l ., �,�,', 1� ` I - I I I �, -"r , , " - " - - ` ", _� 11 ; I 1-1 F , I - -, 0 _1-.___.l___-___--__- --- 1-1 -11 _ ___ _­�_ ­ 11- -­ (�2� '_ -__ ­ ­-- ­ L' -11-1 11 � f I , � I � ` ")��W , - - , - I � ; ,:: -.1, ._,� �l , � -1 - , I � 1, I 11, ,--,,' - � ,�,- _-, I - , - � e - , " ll`�.,__`,��l .1, �: ,� � I : \ , , ,, , ': __________­ I,--- � ­­­­ ___ __l­_­l___..___9­ I � , ;r - ___ � - -at, ----.,.- � - I Ll� � .., . - , - ­ -- -'-. r al ­ I I ______l_4__ I----- , , I � I I . I IV- i, � _r 11, __ __ ` � " ,',,� � I , j i i - '�� . K VEN-EK TO fACE, � � � " - - i , � � - " , , ­ ­ - -1 __­_ __ _­ " I I---- , , 1: 1, � X-1-1 - , t :� � � 11 ,� " \ � , � ... .... _ - � 11" i . . , 2, -�� "; lr��,� _l___-___._- , ­_­ �h I k � 4 � , __ I 1, � , . , � _ I �,­­ OF'fANF0'@'GAKAGE i, L' I!,, I �, : . :� ",_-, ,,,-I� ,,- "', j .� , I , , _,_ - - . , - , , , I I I I ''I I ­_ ---. ­ --1-- ­� ---11 I— 11 , i I I I - -I �,�?, r I " , 1, - � . �, , - -, - _� "­� , , ­­-­­­­ I----- ­­­ . I ... I - I -1 I- __ - . . --11 ' � .L I I , f I - , , � , ,� - � � 1'1�, :� "I ', :j"�%�,4"_"_I'�,�,� lai, � �_ � ­-, I— � � - I , - ,, I I " , \ . , I 11 ­ - , , , , � , - , � , "I , , " _ �l - � � I .� , , , , �, 0 ---4 I—— . i I I I -1, , �,,,'­Ll I %� � , , . 'WP TO ROLL -LIF " � - __ri",�',' "� � , ��,;� -_ �-11­1-77,­­�v 77 -1- I - _. - ­.­ -1 I �, �, I I --1. - - - ­ -,-- -I.-,,-- ­ ­ : ; � I I I "I I I ll�v ­ Z. �_ . ,� \ 2 . , �,� , - � � . I N , -il ,I I'� ": - -----7--_-__ ­­ ------ ­ I r I I I : , - - ". _-, ,� - `�:,�',� 'jt��� I- " � - , � .I--,--..-- __ 1-1--- ­ .1 _­­_­___ -11 I I � � I I I I � v , ,- I :, \ , - �,�,.__, I ---.�-----�--l".�-"A,-"-�--.� I I __.l__- --- � � � I I i�� I '. , 1, 11 - ` I : ", �_ " I I ''I �� I � , � i " , ,, � I ii,� _j,: r ­ - �_ ­­­_ ­_ - - ­ I— - -1 - � I FHD2 I t , t I [I i i I - I - � ," ". - -, I I I �, I � '! I I v.Yr-, , � : � �� -1 ,� , , L___ � , 1, I -_._l--1. I—— -1- I i I 1-1- 1.1-1- __ __ --- �_ _ _-JI, �_ -6�� , I - 7 1 1 X�_ ===Lzz;::__l._­_ . I 1 �. __ 1; _____ -1 -e ­­ ­­ __..___­__- ­ I I I I � � I I � I - I., I - 11 " _.i. I I 1- , I \ I , il- -,�Od -, , -1 I � ". I I � " ,��;. �'�',', ""l, �i � �,i� 1 � ""!, " � I ___ �� .�: _. ----,.. ___ ME � I � I I 1, � �.: i t,� , . I ,�i:�,­! -,", ­­,, "", I I 11 �� � \ I - I- I ­­­�:�; _ ;. LL�� ____ - j r - - _ ­ " " L I I I "' ,, _'_ . �­ t)� I , ,":"s'l,­_`-� I ! I � � j : Q_l&_!;w �* x , .� , I I I � � , lo� ,,, , �,11, ;-- � � Ll��' 11 I I - �, I - . ,� ___ , , 11 , I I I I " I _� 1 -7, � - , . ., I --- - ,� - ,,, �- �,�� - : 2 , . � " I I �%* " � - -1 ,� - � � ,;�.��,�,,,; � � - ___ , _­, — I, , i 1. i I � � �_'_,­,," "'. � 4� - �- " I \ I I I 11 � , - � � v ,_ �� ... 1, , ,,,_-2- 1 �l -1- -L I � 4, I : , _ _ - , I � �� � 11 1��,v - __ , , ,,;� � �z ,�t,�_,?, �l " , � I ! ". - \ - . . - - , �_, , � ; .1 ­ ­_ , __ � . ) I I . � I . , - 11 �l I " �� - I _�i : i - � ---I- I . I I 11 I � 'I I I ii g ! I � I I "I A ", I I 1, I I �. , ­ � - , I i f j I I :_ \ ;, � __ ,\ I I I - - , 41, , � � � �� �, ��.,::!, , � \ I � I I , \ ' I � -� "t I 1, , 1� � - I , 1,� 1� ,*" ,,� , "' ,`,�,,: ,`_ I I I � I ` %, , � � , - � - - I I :r � _' ;'�'� �,;,__� �� � r I , I" i� �l i�� � '' � : � � ,,^ !,� t 1�� i'; " ',,,�- -, = � ; � b I I I .1 I � 4 , , � , , , , , , � , , � , , � r I , lrl� 01 . ; �9, � `:i�,�, �l I - : � , ,,_,ii:� , , � 'p- I I - \ � , z, �`, bEg7R(? P� #2 P"r�YRM #3 1 a ,�, - ? I < - I I . _? , f � � j % I L ' , \ , - _,� � I �, I I , I I I I I 11 � ''I �� ­ ­­_ I ____ ___ � I I - I , 1'�.� , " ,�, , CQ --j----+- -,--I . I �l , , ,� " , , , I , , - I , - , . , 1 7 � I � , , il, I , , -,�,�,�� 4 ;;';_,�, ". , �� , - - � " 'I'- � � I - . I � . , , � � , - - . , I - --- �� - . I - � , I I . - � , ,�;, ��. .- � I . � � I � � I I , � - (:�)� ,,, ` , I [ I -,� :� ." .11� " ( / , I- - , _- ,,- C ""_ I I � ,,-� N-71 11 I 11 � I , f � DATh # I I �_ -J -lr--- - - I I T� \ I 1Y L ': �11`1-:`!`.l "I I I � I \ - I I I � I I 1. � _'l il�, , ', " , ,,:,, i"; '�. 1 - � \, � i I I I , I �rl . ,�,'�,:�"",?�,-�,-�,,-,.���;,� f : � � 6 1 i I \ _', � , I -1 I I _,: � I I I I I � 11 - . �, - 1�1 , I I 11. , , , � I _� !�­_ - ' I I -1 I- .9'CL'G: / _TlQE ­-+ , I � i - � . I � I . - I I 110- I I � � 7 � I - , �l , -';�, " r�"�' ' I __� , , t- � - -, � � i ", I � -t,, __ - - V I _­ ; " � - . L - ' I � , '. OT � - I I t--- _j _7 _., I I 'A , � c- ) . � q I I '' 1 "I - � � I I ___T � I - - -, I I I ,� I I �� 1� \, � I-, : -1 : I Y?HL)2 , I . � - ir -il* � _: , I I ,, _� 1.i ,�11.1� �, , " �",� -1 � � � : I I � , Z � , - , z� rl I I I - i I 'T , I I I , . .1�i,� , , � . - , I � - "" -, I �x \_1 . I � i I � �� - I , �l . "" , i ___ --I ,-- � - - A - - L I " .� -� , - - , "D i L � --- - �, _�) � - . I I I � - ":, � "'; ,� - , _. - __ � - ---.- - � - . -1 . I : ! I 'I'll _. k --- - - I I � I 1,11 1'1�­' ��. , , 1, -1 - I � � \ , , ___ � �� ll:�,_, �. � - I � 1 .__,,�_,�; r- 11. ___fl . , I . I I I - � , - " , � I I I - , _ - __ ___ ­ 11 - ----- �- I l_11__-_-___ _­_­ __ - - , - .- _ -,,,] " [ � = ___.jl___-____* , - - , 1-1, � I I I -, �,\ "j, � I 1, I . .1 ,�_ , � , `13 C2) I (f) I C2 -) 10 I � r ,�, � � � 1. , - 'I, - . - I . i�,, -11 - .r I G UNIT5 �l __U_ . i I I I I F_ \Xl I �l I 1-1, I I I - I I , ��,', :�,',ii, _,_ �'._ - �� 11 ,�, - " , . I ,� I I - � 11 �, ;'. , �; , ��-­ ,` � ,,, , CONDEN5ING UNIT5 � � �� � I I 11 "�� \ I ��,�,' , i` - I 1, I I I I 1. - " - - : �l ,,, - �� - I e, , � �� - I 'I- �, -�, - " - �� -1 -z,�­111_ I ; ��,11_01 - I ,l 1. _--l- 3wll I _� I ', , - -�,,­�, I lf- -VFF?,IfY 51ZE ,f LOC'N ��> li , I L ; _lr__ � ��__ ��, I I I I I , I I � � I � I I I I I I , ,_ ' , ;l , li, r __ I , _N : I V, I " I - - , �, ,, �,�,��_ _ I , , �: ; , i ? � i ; , � I I ! I � . I I \'�,,;"i­i,�, "Ir vl�. 11 � � I , � . �T I � ", ;� I I q, - I I I .1 � 11 . " , , " ,,z,:'�i:": -�F�',. I I - flH1)2- F'HD2 _____ _j I ,' I \ �� �,_" " I -,, � � I I , � , ! 11 I _ � � - I I I I I I i� ­­ �' ";' , "I 1-11 1� ­ I , �, ". � � , - - L : - � 11 , - I I -, , - I I I �� , � ,7 � -, _ �_ i'. ,"'; ,,, , . I , , . �_ -, � - , - � �:, -, - " , I . , I I I I � �'li _ � ` -, �,`,�,, �, ��,i '; "t ; - _` / _rlD2 I I -, � � ". I , -�,, I , I � - - � � ,; \ , I I . � rr , I , - �,�, r i '�,A ____ fle I � � \ I I " 11 . I" I . I . ,_ : I I .1 �, , , , �� _�-�_"-",-��'i, .��'�, I "I - I I I �., I I I 1�' i _,v �­;-', , � : I 1-1,11 I \ I -, I , 1� j I ,,��, � I I I _�`. , .­-, , " I I - . � . " 1, " - I - I I 1, - I " I I �, � � I � , " - I � , , � - - , ; -- �,�'- ��-.'Z, �__- � I I I - , -- a- � . 1 1 � � I I I . ,% 11 � �l I . ,: ., � " ,,,�,L ', . , ,�, ; I ,. I I � � ,L� I - , I., - " " , - ____,.______�_ ." , I - I Ir 11 �� 1.1- I I - - I I I 11 I I - � I I - " - ` �-�,�_ , �_`,' 1,`� � --­'�- ,_ - _! ­ - � _4 - ,:k,A11c__,__ � I I - --- - r _\� I '___l I , , " � 1� , � \ . � I �, , , , _. '' 6 I , I ��, , _�' -, 4__� , , - -Z\ - ___ __ - __ - �_ � , I L �, " _,�� ___�,." � - - " - , , � , , _, 'r. - 1�) , I I . L - __ __ __ .__ ----. _1'1�_ I o- - _ ., PHD2 < I" F�, - ,�_l 1_� " - --- , - , - : I /_ � - N . i 1 L � I ll� , I , - '. ,�, I � 11 � 1� � ,- , ,:: , `�,�-�,, , , 4 � I I _i �:: _,�_, �.� I L - .� , - I I I \ '__�� , , " , , , I "I - I �. - I -1 i I I I ___� � -I" - _,_'�' i , I ; . I ., 0 1 ; I 1. 11 , I I \ I I I I ,; , � r � I - ==---77 1 �' : i � ­­ A , , I I I - � I I � �_l ::� , ��­� I I I I I I- I I I i , , . , -,i �,, 0-1 I _�* f � �1_11 I �: I J�—� I �__�Sl � I � t � I I �__ c ." " , r I I \ 2 : I 1, . I - � I I I ; I I I i I :: DINIEN510N POINr � %, '­ �� � I � ;l " � I , I � I I I I i =�� .. --- -VEPJFY FlIN15H ", � I � , � - CA) PH D 2 - ��ll I � ; I z � � I ; - , , � I � � - I � I I - 11 - I I , I � ,�� I - - "" I , t - � `� , - : I 1, - ''. , . I r - � � I . I ­ " �, i, - " � -,; ��, I'll.f - � � I I � ­­� I 11 I I I . � I I , -, - � : ., � I &11 - ­ , - , - � ,� __ I --- __ � _ - , c\1 '\_1 I � �� �, . ,; I � ,--',' - , -, , , I I � ! I ,, I , 1. C? �, I 1-11---11 ! � ( f I LU I _FI­-JD2 CC) �? A � ZL I- � I JO ObTAIN TRUE I I I � I I �_ � k,,�S) I I 11 I . - � 1 3 � i , z :3'-9" � I ! ., - 11 \ I I I , I I � I . I : ": ,- 'i'l , 3'-9' - 1 3-9. . I 11 < I : I I I - I '� . � I_i, I , _!�:l I I I I 5'-0` 5 (Y 'ANGLE' I I - � I � I - I ��,-, -*---*-- V----- , - '� � I I __�,K \ \ � �2 1 1 1 1 1 1 . I I - I I , - - - I � I - , " - - " - - I � I 11 - � I � I I I � �­: � r I , , : , - I ��il­ � , �,� -: L' ' � �� " .. I ,­_�, ,� ,�� I � �l - i � : � � �', ___ - \ '_�l , , 1, ­ 11 .1 ", I '\ I I I 11 A , ,,r lll� _:: '', ,, I'll , , 'r I � �­ � I I , 4 � """, , � ;_ o, I I ___ I \ , I , � � � _ -1 . I I '; , '� ,, � - .1 ,� �� I i, - � . - � F_--� ---I - I , I , I A - - � � _,�', : � I , � :ill � �,��, -, 0 -- ,�� . I ­ I I ,­ �_ �,r I , . . 11 '- v___ I P�x I _—F�j 1) 2 = �� (13j, I I ,_ ; I- i , , L": �, \ � � . I I , I - I - I , " �, � I ; I � I �, - - �­ I -, - ,, '. PH D 2 - , I � , I I -- I I � I � I , �� I I I '�­ � , � _, , , I I I ,,;. _ I " " � I , - , ,- 1? I I ,I _�)\ , , I " - \ I I \. _� I 11 � I I I I " I I I - � ,:, � . ,�;� , 1� I I I , . I I I ,� -,-, I � J I � , - - I I I � 1�1 ��­l - , :-i � i — I I- z 11 _ I I- 1� I . � I \� ,�'l , - I , - , :, 1, � - I - 1, I 'j ?/ — � . . 'i 1,�.� - - I ­ 7 i ,,, � I 1, , I I I L " - , -- - 11 L' ., I -111, I � I I � � 11 I I - , , ,,, � . -0 , , ,; ".1 ,�,­ �,,l 7111- 1 1 1 IL "I 11 \, I � I \ "I . I ,zl , � , I - I I � I I � i I � � ! � I i:l� I - , �41 - I 11 11. 11 I I � ,� ,� -� _ -11 -1. % - ", - , , I 1� I I �,, ,' I I 1, I I 11 I . . I �; ,., . I % 1, � �,` -": , " " I I - 1 5�`. 1 � , - '' , ,-, , I — 1� i I � � I I - - �?; , � - ,­ � I I . I \ I I I I I , . I L � ;"­­;� � , -, ,, � �,', - - , � ; I I 1�_ �l � � , \ , I I . � I - . il � ��, ­ -, ` ­_ , � , � � I � � , - . Irl i, \ I I I ,ci�,� , , I � � I ;�,;� :, I I \ 11 I :,_ � I ... - ,� I - , - �:� -_,�'�,-- � � � � ; - I � "' - �'. I 11 I I " � i I � " , I 11 , , � , � _1� I i-:_ , I 1=Lj ( L_Uj - I I I � , I � I I 1 I �� ; - "" . �[ !� � , � I � I � , I 1. \ I . ,­, - � _ ii � � ", �i ,� -, - - . ", ,g I I � I . � �,e�', _ �, i - - I- I . 1. F , : I � . I I I , � : � , ; , �,: ', I I I ,� i � l: , ,-! , , \ � lr� \ 1� � , � I I i, -J] � � '­ . � � ,, , �l � �!'- '��','� � 11 _1! � I'- , . " I ,,, . I ,,%�,�,, � . . ... . _ - I - I �, 1. -1 e I � \ , I - I -1 - �i � , � ,- " I � . - k` � w � � I . I I , � I, -,�,:,, I ., .r .1 - � I � \ " - , - I I � - : '' I q '­ __ 'I", ",, , , . 1 7 - - . � ,,"r,, I I \ , I i I - �n , , : I - �l I � � I I 'i . , _ � �* I 0 I ",� - � ­ I \ � � I I I . , I I , � , I I �� -1 " : - � � I � � I 11 I I I I I . `!_ 1� 1� I ;, , r " I I � " I �� . I I I I I I - ,,,�� ,� , :, - ,,i- -- " - , ." - � I , � ": �` i, � ,_ ��-,,i_',' � I I I I � I 'w'i �_ - \ I . I , I - , - " -1 , I I - I I .1 'j'. "�l . _ ' , ' , ' L ��' � " �� ' \ 11 I v � r � I I � p I , I � � : � I I , � - " , � i, - I � I ) . �*, "I . . �i -w\ ll,�� I F'1­02-7--�, , I I I � ,�, ,: _� I ,1_ � , - �, . 17--�- � I �, , , -,�� ,_ .,I -,,'�iz�i��i ',i,"--, '116`,�­ r. I I I . , . I I'll "'i ,�i', i" "", , _1 � . I � � J-1 I . � _� ", ,- .� . -i " ll� , - 11 I = L0_KTllc0_ ­ I - �','�l � I __ I 1�, , "I ,�:� , -, - � r- I I � 11 I ­�_ - ,,; ­ ' - �- :: '""' , ,: ,`� ���,','��,:� ­­ I 1 I ., -��,��`, -,,,,v,;,,�� �, �. , I I � - I , , ;- � I - I _ . - , ,­ :,, � __�r �L_ �1',� -1 "': �:,", ., � .1 - �_-; _', L; �, �, ': � � ,�9,; i-�'i,'­,", -,- ", " 1� ', �,,'.�" __��, ­`� - � 1, � l-, ., ­ ­ �',"",­,­,., _ I . �_ ,i%��,� - __, , L - �: _ "�, ' ,� 1­­�_­­ . -, .; , - , `:� , , ,,, � _,��,�,��_,, -, _,,�­!��'­,'�` - ,� I , _�,��, _� .. � _�', �.�, . � I _ , _ L,; , - - _ _ _ _ '­ '' I I ; � � I I I I I I'll , I I - 7 ; " ­� - ,� J , ­ �, _ ��_ _ '' - I 1, , %1� I , �, , , � I , - I I f- .1 --- , i ': ��,,�`z.,,,�,�', � _,i_, _ �� ­ � I 11 I I - ,� I � � ­ , � � �,�; - , - ,', I v -� i , I I L � � � I " _1 " . . . � _ � _ � , , , " -- , , , 1 - I I . - I I I � \ - 1 I I " - - ­­ ji,�� , -­ ': `� "I ` - '.."r I � � I I I ""', , 11 � - I I ',L I � �, I I � I - I I I �, � P,�,,,rt,�,-!,�5,_, -ilil-W" -ll,_,,Zl_,-,�­ "'L :., �i',­'�,,,X;�,,',,,_ � r,t,f�,�i��,,,��,,�,,',,',,�.',,,, �, I I , I I � I ;�_ � " s`,", - , , � �!� , ��, �,2,'��,,, �, ��',�,�'t,�,,� ,'�# - , - , I I I 11 I I I , ,,,, I �� , , I I I � I , I I'll . I I I � I � I " I - I " � " - - �l � �. I . ,,, - �,_ - _,, f_ I I I . "', ", 11 I I .� - . - � 1�­_ , I r, -- -­,­ - I I I I -11 , -,,, 11 ", �,._, - ,---,--- -- �,, ; � - - -, -�`� .,� lll� , I � I I I .1 � , , "" , '�' I -- - I I - ,:. ,, ", _� _ ki­­ -, �� I � , I I , � ;, N��,i _�_ -1 - -, , ,�, - .11 � I I I . , " �,,-,-,_ _-, - :� ., _ ��_ I I , , :. I I , I I ;g_!i,.��,"n �� ,Q � I - I " - iz, , ,,, " , 'I- -, - l , , , - I , -, 1 5 �, - . , I . " , , _ - , - -, 11 - I : � , I i�� ,� -, - . T, 41 ,_ , K,_I, __ , , 1­�' 1�vsi-,,' . , . ­ � � - " _1 � �l I _ � � _ _ _1 _ _ "I � -� � " , , , � - , '-1 Ifff - , "" , _� " t ;;� r ­.- ­,_ I ��,� - ll.� �­�A - . " - � � I I I �� 11 .i ,� _,'_,�'l - ��,,� I I � I , I � � - _-_ - - I . . - � - , � I ,',�_ � , I I , - il � , F _ , I , , , , , , , , . - ", - ", - ", - "�, - ", - ", - ", - I- I I , , '_� - "� I , ll� - , � - ' -'- " 5, �:� , � - , � - , � - , � - , � - , � - - 1:, " � -, , 71, __ ZI , F. , , 1- , , , , , , - , � , , , , - _ , � -1 I I . I , . � 1 _� I . , � e ­ � ,7, - , , .- v , � I I r � I 1, ': I �, ,, , �,�� t_� 7,' , - ��,��,Ri­ ,, �,�� _� �,�� _� �,�� _� �,�� ti ,� �,�� ti ,� �,�� ti ,� - . I I . �1�1� \ , , ,�� i , ,� � � - " - - - k , �"-, , � - �__t - �_, ," 't - �_, ," 't - �__,, - �__,, - �__,, - �_, ," 't 11-1 � � I I I � I _�, __', . , �; �. �� � I I �l :11 1� ,,­�_ ,� � , - I I— I _ , _ , _ , _ , _ , _ , _ , �', , --1 � I I I -- I �, I ­ I , ,',���,,�"""""������k�,�-,�", - ":L , , , , , � -_ - - . � � ­ - r I I - " �l - , _ _t, ,,,� I i - � ,11 ;� , " "I ' ", ", ". , , _ ': ,- - - - I I � ", - , I I :­ . ',, I " , � " _r , " - , � , , , - I - " " ��� � , , , , %. I � _ _ _ , , , , , , , , """"""",, ,, ,, ,, -11 � ­ � I - I L I I I e " I I i ��_ � - -,�, ,_ ,., , - �­_ , , -, -- -- _�,,,, - � . I - � � __ 1, I - '. I �i, �i� , . . 1� , , il . . 11 ''I -,,-,, � - J-,,�.�, " - . I I I I I , - I I I I , I . I �?, � ; � , ', , - , � ". " - - , , �� ­­ " , --i';;, -, i , I I i �� � . � I 1� ­,� , , - � , . I � 1� i- ,,,,, _ , ­­ � -�­ - �L , - � ,_1 ,_�ll n F�l . . . I . - . I - �,, , ; I I , , , '-, , ­'. - - , , - I � - � �,_ I I ­ I ,- , , _ " , , , , I - �: ­� 1, 7 . , , I - � � " , � ,, ,, �',,_�,,,, � � - i ,�� , �' ,� - � -, , I � I i� ," � , 11 L " '��,��r,���,-,�,,,�-,5",�,,,�,,�.�""�-,,,,��,Z,-F-�',��,�,�,-.'� I LY_ - I I :, , . _'l , -1 I I , - , � _, , � , � ,�_ , g . � -1 - � 4, - __ � � I , - ,,�,_ - - � I I I - ,,, : : , .141, � � I ') I \ ,��, ,� ) , �,_,� ,�� , , � , 11 - I , - ; I � . - , _,_ , , I � � � - - "' , , I I W', , , � ,,L , I I �,.� - � ,,� , , ,,,,� i, I . le "' K I / :� 11, � _ � � , �1' I a - `�;` �` i`�l �l , , , - , - " _ - I I I � 1 115i , � _� 7; - ­ I �� - I � _ , I . _', " �_,�. , , � . , I , �P � - I -1 I � -1 - � I � � - � -i -, - , _� ,., , _ � - . I , ',_v,, � , , �li` i� �, - L , "', , , � I � I ?I � I I I "I , __, :K -;l'-`Al I I - 1��_� �_, �,:,i_ - - _:,, ,_� , ,� � - "" ��­ - � � 1- I ,,;_5 " ��,_ ,��2,� ,� - 01 : . 441� I I I ,- I ��,' �__ , ," -,- - , - . . . . . . . I ,- , I " � I I I - ,_ �, - --,�-,�,, ��,e -, -1 ,' 11 I - — - v, �Jll r � I , , 7 � 1_­­.,_��l -11 , , � i- -y'n �11�zz " _L tz _1`14 - I �llj I - .1 - ­� - , ­ - , , 1-1-1- ". I—- I - �z --- �7"�_ r,_ _ I . 1-11 , - I . � - I � � �' '. _ �� � , , - _- ,_ __ ,� � ,,, ,ZA� �,.,�_7. 1 ,%%� I ll,z;.�� -_,­�� 7��,,­­ 1 \ I 1; . . : ,_��l U � ._� � - ! I , ", I I \ I 1-1 �,� , , , � ", 11. I ; ", " - I'll _� K - - — I \ I ., :. 11 , , 11 , I " , I ,,,� Y ­ - :,�, � I I - - , �Z,,(_, , , I . , - � " �7 " �� I . - - , � , � 2� 1 -41 1 I,-- �,:,:; , ,, � -, " I � ll� I � I j I �l I I I I � ��_,���,,, . _,i, _," i� _-��', . "". , I � �,­-�_ - -7 1 �', - I S � "I I 1-:1 I - ', �. I ll� I I � . �,� � _;� I . I , , "' _", , - ,z�;' , �,� � �­I, ' I " - , �'��:, ;�; , " . " `L " L , ., �­ I , . _ I � 1%�. -� � ­ 1, . , , , � . - - -1 . �i, ill , - - ,� ,, , -, -�,'�,-,� "'��U� 11 _� ��`, "�,_:­ " .,"li­,-__ �l i 11 I ,�j � � , � , . , � i lx?�,:', � x�, ll,�� �. I I I I I cl, . �k � - �� ::��l , ''. I � ll� I . - � �- , � - I � " � " �_ 1, : - -, �­ I I � " " - I I � . ��,�_, � _�,, - - , � , ,11 � LL 1, .,_�A Ii, , � , I - � , �, , , . - L ,� ,� ,: , : - " : I . . . , , ; , : ,,, _ - " I I _', ." e_ : �� - , � �ml - , I I , ,':' N�,,� - �� � , , : �, " �, � : , -1- I I I � , , � , , ,, '� " �l .- - �, 11 � , � � . � . : , t', I I , .'_ - , - � . I I �: _ �, ,,_ri ,- - .- " - I � I . . I I - I . . � - , -1 , , , - - I . �,,i ", ,­ ,,, I , - I , , , I � I i 11 -1 . . '. ` �, - I - I , " r �, . " 11 pl, � I I � . i -1 - : -,;%;��; '� - 1; I , I " -, ,.:- � _ �� -11 '2,1 - , � ��,,,�,, "`,", " I 1 91-01 1 1 11 I �� - -0- 2'-O' - 1 ?47 1 1 2'-O' 1, 1; 4' \ � I �:, rl - . - - I """ '1� , ,,, i",;;�,-,,, , I _��:, ;�; _��:, ;�; . \ _��:, ;�; .. - 11 - _1� p I � ,11 2'-O' 1 4'- 1 It I , �� - ' I - _"-.�:. I ii, ­­ I L ; , , " " �, ,�-""7,.,. � '­ , , I 1 4� - - ,,; I . Z, L - I �, ,� L" ,_ . 11 � I ­�­ , � , r, � - 2' , - � - � ;� , I , " -- � " I � , , - , .;-" ��,i,�,,_z i_s __ - - ---A,- , ., � 11, �. � . � �_4 1 - ,� 1, I ,� i� , �', , ­,'­,�,��,;_­ �4_­ 4' - ___ ___ - � . 'I'll , - ., , , _____/f_ - - - - 11, '1� I � � , 1�' I 1� �', � , ___ , L_2�4 __T "A 1�e I I -1 , . .­ , i � ... I - 11 ­­­ " 1, '. ., . I I r , i -­�� �,, - , " j" . � � '' , � , �,- ­� U j ---, � 1�',��-�-,­'�� / I _�l " ­ ,; - , , - � 11 , - , � . ­_�f, �� .1 � - - �'� ", ��,� - _4, -, . � ,��_ ,­_""�"�­" . �',�� - �',"�­,­ ' - I , , �� ,� - � � , , , ... � �, z I '- - 1, : ': I , I �, _' - , - -, � , . � � " "" ` , , - _ ;'zi . _ " ,,� , , I I I I � ", i ._ , 1, - ;� : . �, ,, - �. - , 'r;�,",�',., �.:� I , `;-_�, �,,.-" I I 'i". ,I' I., - _ - I I ` "I' I k � 1 , I`, �!­ "I I , , � - " .; I � , I - I - I I i,- - .;,� ��­�', " " r',� �' � � "." -.' � , i� �-,�.;' , - ! - I , , � I I , , �­ ,. i% - !", - , _- , , - I � � �) -, 'r ,� , "', Ill: - 2'-G' 12-0 " � , F - � - " �T-:: , 1, , ,,. ,� _�� , 1,311 -A� 12'-r.' 2'G' , , �, 11 - � , � -1 `1 S �j-lr- -1 I e___ --- 11--_'.. ____ � ,; 1: 1: "I . - � � - , �� - - . � "', .; , � -�,, 'r, , .- , , " , 'N �tj _� I — /_ ___ — I , -, , ,�,, 11 11, I � - . , - ,,i, , � I � - I '11L I r � � , ,?�, _ " -1 I I I r - . J_ - V , ,1, _ , �_ , . � - I ,r - 'k3 -;, Z_ __.,� _/ - lir ---/-- � - , - - � , t ',' ,,'�,� 5'-27 1 G`_(Y 5--27'� 1 \ - -��, -�-�-� �l I - ""�'11� �: �r, 5� 1'_'� I � I , __ I e_ � ,,��,, , , , -- � .,�,�` - , - -1 - ;l , �- , , ." �� - - �__ � �. , . , I 1; �l I ! . -) , _J� - - .� , �, , , � � I - - � 1. ' ' - � _ . i r"", ___ " , , �,, , �,�;� i ,,,,,� � ,, , . ,� , - , F- 1�4#101,%Awl"E', - _/__ I- I � " I � . �'i I �`, , ,.i', � ,,�q gu _� , ­ . , i� 1, , .� , 1, �_ " I ,� * - , ,_ � I I I " ' � - I I I , ,,, � 11 , I,- "' " i� ' r ' - , , - , , *-,,,� ,, -1, �: \ _PHDS I I I ;, I- '_,`�'��"� "' - 'L ' r 1� I i ,- 1 2_�, ­��:, : ,_; - , , - ,t��_�,,, � , ,,� "" �� I -i, I " �� � � -, �� - , 'r, _-i - - 'Z,� -1 v:' - �`, . I I � ., - � - 1; - , 1z"_ ­ j% ': � , � , , -, , - , -1. - I i, , , I I " , �: , , I i , ;­ " - �� 4'. � ,�l . I'll I -, I I , �­ , ,_ , , - I � , - ,,R' ,�_� - �; ��, - � , . -1 Y�7` 1 " � ,,, �,,, , �: I I � , � I- � r 110, - � 0 1-1 � ` � I I I— ? rl � , � I i T h N " I , . 1-1-1, Lil ,w f , — V-,),* - — — ' L� - - - ___ r_-,,_--_ 7P 9 4 1 1 15'-O' 1, ___ __ I I I , I , 14 , " _ I �l �­ 1_�, , _.- '��_�,�.­' '�,'�' - ,,, _ _ ,_ , _ ne, � I I 5'-(� 51-01 2(Y-5' 61-71 1 \ I I I _, " , I 11". I ,", " 11, I � I � I , -, 21 q I . 11 �', I I � 11,; , " , ___ I - , , _ li �','l , , q I , I __ ', - A I , " e____--- I __ — x - 11 4- I � __,�,_ � � � . � , � I , , I � i�, - " - �� , , JNN'l, 2 8 U � �, � �_ � �,� I ,� ,. I AL -. '-, W� u - / � I 11 �, " I 11 - - 2', � � - , ­,�, -.",_ :,f, . -:, " � , I . *�,� " I � -, � , , � I � , - I r I I "� �;� I �­�., � I � I I I � , � , .4 _- � I , .11 " - - , , I , - - _: .�� - , 1, . , � i t� , _J, J & . � I 11 � 1!_�,�,�,�,� I I - ,,, I I I : I � - - ''I 11-1 , _�' ll '' - , I 1_11� �i I- - , I \0 ,;,_� '1,, . ,,'�' , , -'z 1-111 �,'�;,�',.,-��!,'� , �_; - - - ; ., I I - I _� . 1� "'.-r-71 -,­�, _ ,_,�� I rl I I "" �- � ,�; � - � _,��,, - �, I I I :,�, .1,; 1, � , , , , I 0-0' � � : 1� � ,,_ , `­ , , - - I ", � � t, - ;6�_11_11 � � � I , , , I L ,- 'r:: ­ � 14 1 1 , �� �, ---------------- e_ - r .4 _ I'll � � _1 1: , I --U ,­ ,-, --�i\ , , _\,�_� ___ __ ------------- __ ----------- . � .� I �� ,_� . " 11 � , �, - , , ��, " , ­��,,� — r , �,, "'J_,_ ,,-��­,�_75, � � "', �� � � �, -, .". - / ,_ � "': �., �2, - �, I . L ; I I , ,,, - , ` �, , , . � I , - . , I , - . , " . I I .1 '- 11 - � �,. I , , . , � I . I :11--- " - " _ v 'I, , . r" I I i r� T,-.-. ��l " I � _,�______________________ APPROVED � , - 4' 1 1� I , I , � , , .1, � �,,:� �, - z :, - �l I , ,�!',�,,,,� ­ , ,��_ I � r,,,,,�, � 11 1, _� . , ,,�, , ,,, , ': -- ��� _, ­ hL I :,, �', , , I I I - , I - �, I , ,,, : 1-1 � - ,,, _ ,�_ _ .. , , , , � , , .. 11 11 - : - � . I , - � �,�, I'll, I , _� 4,�. 11 " -, ,�, �o,_�� , ,,-J, ,� �, t � . � I I � j _ ,,,, ,Z �_,�,\ �, 11- I , �.lil �l " - - � * � . " - - I - _-� , I I � , , 7 � " , pi � I , I 1'1�'l r, ,_4 I I ,�, I I . - , 1, , � I - , , ��, � - � �­l "I. � � 1 79 ,�;i � I Butte County � 1�� ��", \ '�51 � � 1. - � �:r , . I 11 , I - , 1_11 , � ,�� I , , , -i ", \ - -1 ., I I � "'', - , I ­ �, ,'- � � " ­ 14 1 , :_ "l- � -'i �, � " � � -, � �;, , �',- ."'., I , I V4 - r" I I I � : , I I . , , " \11 I - " 1� � 11 �, , � . Ir , ,,, -� " � - I �� � ,� ­ 11 1. , I i 4, I I I � , " I I �l �1_i " � - � - ,,; " � I �- _�. rc% En*onmental He�lth I I ­ � 'I, , - I � � , ­ I , ,� , - ­­"; - I __ 1, - i� ,,,, , ,','� ,:, ­ I i I I - �, '�� ­ _ ­ . I �_l I � I 11 I 11 . - 11 I 11, I I .t �') - , �, � , �, , ;� . !� ,, I "''I :,� , � , � ,,� 117, "I I , ll�' , r I'll , , "I I � �� � _ ,; -i, � I I - , , : j - I I I i, : � .�Z. �_,_ . 1� - , .1 ,�­,� �_ - , ,e- , ,-�, � �­, � - � . � I ", �� -z�� " I - " 1, --ir) /, � --- � :1 1�' , , ,, " . ,� I ,� I I � ­ � , �: - , ` �, - , I I ,- , �,l : , z ,_ , I k 5-4 JV _�x -, , � e, I � 0� , , , : � i i N . G \ \ 111'1_�\ � �� fl I �%Q 1 \4 k_-� I I ll� _)�l-fAL-1- .,_� , I - ,l - � ­'� , : ., -, I ,-I ;_ � I ­ � � ­ -, ­;­­ , -- I, 1 I � .1 - I 1: �,, , 11 " i:::, , " �, -c, � - I I I I , �� — �,�,, -11 11 I I .: I I , I � I � � : I , - - I - � " " , " I 1� . � I -1 I I �­ , 1. ,� I I - , , ­ - x - - I - - - - , , . I , I I I � I � �� i ,� � � I I I I I � 1� . �, 1� I I 1. . I 1: i� " ,,,, .1 ] I - I : � -1 I , , ", �': , , : :1 1, , 11 I I ��, , " , - - , - , , 1�, Imilml