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HomeMy WebLinkAbout079-080-068^ _ ' ` � ` � � . ` � . ` ' | � " ` ' ��--O RTI'' -NEW SF -HART LN,,OROVILLE 41 -DETACHED GARAGE 118 HART LN. OROVILLE CONV PORT GARAGE TO BEDROOM SF. - �NEW,,PRI SWIMMING.,. POOL' -03-3343 118 HART LN, OROVILLE INALE c6nt: SUN POWER GROUND SOLAR PANELS " cr)l. �'c .:ftM r"'^.- rri.1� +�y�73TF�Sr•►. ` '.?i?jy7+. �a�:w.+—��.r: �t yM._K:✓+�v�+'^"�*!. ....x..�. ' ��`:•„!b"}' 036-800-068` ,03-3343.. -- 'CHARRON, BONITA 118 HART LN, OROVILLE: Cont: SUN POWER GROUND SOLAR PANELS 9 ' i � r 4 i .r .• a A 1 �3 t r a COUNTY`O°F BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION A . 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7542 N (Rev. 12/96) APPLICATION AND PERMIT �J ASSESSOR PARCEL NUMBER ZONING S BUILDING PERMIT OWNER A TELEPHONE SO- FT. OCC. BUILDING VALUATION - OWNERS MAILING ADDRESS 11x "AlKI• L!% ,« y7ur 95966 1500.00 CONTRACTOR'S NAME SUN POWER 415- TELEPHONE ►59-4201 CANT 9193" _MLEAILING ADDRESS NSCO BLVD "W', SAN RAFAEL 94901 CONSTRUCTION END��.E�Rip�L'�'l1LL(�/+ LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 1500.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEEI S MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 118 HART LN OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S 8.00 IAT NO. SUBDIVISIONS NAME PARCEL MAP :40OLUMBING 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 as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ DesCriib W0 k SOLAR PANELS I Gas piping system 1 - 5 outlets 15.00 Building sewer15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Serviceeoov oR LEss 200A OR IESS 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 th Business and Professions Code, ( g ) and my license is ip,�'f'u {I foruce, and effect. TJ0q _ License Class �� Lic. No. b Ip 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 1000A 46,00NEW CONST. DWELLMIG OCCUP. so OR ADDNS. 8 ACC. BLD S. 3.5¢FT. N CONST. MULTI.OUTLET NON-RESID. 97.50 POWER APPARATUS a sINOLe ounEr aR. 00 EX. Occup. OUTLET OR FIXTURES BAL 0 1 0 Ex. Occup. pUT1EETS R=°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 • PERMIT FEE S 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 of the Labor Code, for the performance of work for which this permit is issued. My works com_pensato,�n,�`� iI,� ✓urance carrier and policy number are: Carrier I A� j [ tf�". ., Policy Number I Nk7l (The above sections need not 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 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 wittrthose provisions. /� r`-- /Q.� ,l� X ,' �,f i*hwy, (—fpik Date (/ Signature of Applicant - ❑Owner ❑ Contractor ,,VI'Agent An OSHA permit is required for excavations over 60" deep and demolition or construotion of structures over 3 stories in hei i MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee s Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 121.00 HAZ. p, FEES IMP I FLOOPICOF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicateddabove for who fees have been paid. Q /3�/�3 V�� /0/-, By Dat PERMIT EXPIRES ON/3A e I Dat® Receipt No. � 7a 7/L5/ 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) 538-754 (Rev. 12/96) APF!, ICATIONANDPERMIT 3' ASSESSOR PARCEL NUMBER 036-800-068 ZONING AR BUILDING PERMIT OWNER TELEPHONE SO. Fr, OCC. BUILDING VALUATION ! OWNERS MAILING ADD ESSnNTTA — 118 HART LN OROVILLE 95966 1500.00 CONTRACTOR'S NAMETELEPHONE SUN POWER 415-29-4201 CONTRACTORS MAILING ADDRESS 863 E FRANCISCO BLVD 'W' SAN RAFAEL 94901 CONSTRUCTION LENDER t LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 1500.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 118 HART LN OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 78.00 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 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ DesQRQUN&kMOUNT SOLAR PANELS Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 1 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Serviceaoov oR LEss 200A 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 th Business and Professions Code, and my license isW for; and effect.O(// License Class Lic. No. b Ip 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 1000A 46,00 NEW CONST. DWELLING OCCUP. OR ADDNS. & ACC. BLDS. s0 3.50FT. NEW CONS MULTI-OUTI-ET NON RESID. 97.50 POWER APPgRATUS 6 SINGLE OUTLET CIR. Ex. Occup. CUTLET OR Fix URES BAL p �_w Ex. Occup. ouritTs Ra D,DEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE S 43.0 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. 1 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 workerA'_pO1n29as n i rance carrier and policy number are: Carrier Policy Number (rhe above sections need not 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 not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo h ith comply wit se provisions. ] ��^ ` ,,// 101,-91613 v h l VV i {� Date GQ ,- 9 613 ature of Applicant - wner ❑ Contractor Agent An OSHA permit is required for excavations over 5'0" deep and demolition or constructionof structures over 3 stories in hei h MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee I $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 121.00 HAZ. D. FEES IMP 00 CDF pARC0. Po HD ISSU This permit is hereby sued under the applicable provisions Weuode and/or Resolutions to do work icq fees have been paid. Date PERMIT EXPIRES ON Daf Receipt No. :27 77/77 77 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ` 1 COUNTY OF BUTTE-DEPAR 7 County Center Drive, C PE "'ki'f'rj7sz.-w..� ^:r`sY*fel:. f.t `;vk', •�� ` `" -.. , .. . PF LOPMENT SERVICES -BUILDING DIVISION 55 Phone (530)538-7541 Fax (530)538-2140 ,TION DATA SHEET i i L D IJP -�0o OWNER: fir' ASSES OR PARCEL NUMBER Proposed Building Use: Counter Technician: k, Date: s quired in order to ap y'for a per it. All boxes USTbe checked OR marked NA in i der to apply. to plans,. 3 or 4 sets, signed by the preparer of the plans'. " Complete plans, 3 or 4 sets, signed by the preparer of the�pilans. S 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. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and 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. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ' Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 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 ....... :.............................. ❑ 12. 'Hazardous Material Form............................................................................... ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... , ❑ 7. Statement of Intent for Non-heated_and,A/C Buildings.......:. / 18. Sanitation and site plan appnixal from the:EnJironmental.Health Department in _ ❑ 19. City of Chico Plumbing permit....:....:.., .:..:::...........::::. r ..................................... ❑ 20. California Department of Forestry -plan, approval ❑ paid. Sent by: . ...................... ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: _ ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... _ ❑ 23. NPDES Form............................................................................................. _ ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. _ ❑ 25. Pre -Inspection for required ................ _ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... _ 0j27. Worker's Compensation Carrier and Policy Number ............................................. _ ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... _ ❑ ,29. Letter of Signature authorization.................................................................... _ ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... _ ❑ 31. Manufactured home utility clearance............................................................... ❑ 32.`Existing violations and/or expired permits......................................................... _ ❑ 33. b Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ •. ❑ 34. Other: When issued Telephone and hold for pickup. I have been infor ned of the aboveit ms`/and requirements for obtaining a building permit. Applicant //k- Date: a ld:3 1. Index perrf d application for t e above ife0d numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ count by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by:VW Date: Note transfer by: Date: Yellow: Building Division 'RA NDSW'�' � E)Nimme�al NB? 0 D 0 w rn OD 0 0 0 m OD -r PROPERTY OWNER/L❑CATION: Bonita Charron 118 Hart Lane ❑roville, CA 95966 (530) 532-1236 A a'p�s � 2 g 3 m -g Ic -r PROPERTY OWNER/L❑CATION: Bonita Charron 118 Hart Lane ❑roville, CA 95966 (530) 532-1236 A m � 2 g 3 m -r PROPERTY OWNER/L❑CATION: Bonita Charron 118 Hart Lane ❑roville, CA 95966 (530) 532-1236 Sunny .Boy.2500U,- The jemy leading grid -tied photovoltaic inverters in Europe and America Shown with optional display ModularThe SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter in Europe, is • inverter now UL' 174`1 Listed and available in North America. Sunny Boy's extensive track record in i'gn• • • • some of the world's most demanding markets has made it a favorite among PV professionals �Ually any tern size everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Having achieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance ' in the US'and Canadian markets. Superior design, rock -solid German engineering, and - exceptional real-world efficiency have made Sunny Boy the top choice for American solar ° designers. These professionals know that Sunny Boy is a grid -tied inverter that they can IQTFT recommend without reservation and install with confidence. Specifications Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 211-264 (240 V AC) or 183-229 (208 V AC) AC Input Frequency 59.3-60-60.6 (60 Hz), 50 Hz also DC Input Voltage 250-600 V DC Peak Power Tracking Voltage 234-550 V DC (at 240 V AC) Minimum DC Input Voltage 207-256 V dependent on available line voltage Maximum AC Power Output 2500 W (240 V AC), 2200 W (208 V AC) Current THD Less than 4% Power Factor Unity Peak Inverter Efficiency 93%-94.4% Cooling Convection cooling (no fan) PV Start Voltage 300 Vdc Maximum AC Current 10.4 A Maximum DC Current 13 A DC Voltage Ripple Less than 5% Power Consumption 0 W nighttime, < 0.25 W standby Ambient Temperature I -25 °C ... +60 °C Enclosure NEMA 4X stainless steel Size 434 W x 295 H x 214 D mm Weight 32 kg Certifications United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 C1 & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 DISTRIBUTED BY DISTRIBUTION PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufac- turing philosophy that combines simple Design with robust execution. SMA's state-of- the-art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exception- al due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets new ultra -strict FCC EMC standards. SMA's unique String Inverter tech- nology makes future system expansion simple. Sunny Boy's option- al power line carrier communication capability allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communica- tion options are available to satisfy almost any application. 1117%�`=='' J AP SMA America , Inc., 20830 Red Dog Road, Grass Valley, CA 95945 Phone 530-273-4895 • Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 • Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de Advanced System Technology for A the Successful Photovoltaic Future ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Module Current -Voltage characteristics of Photovoltaic Module KC167G at various cell temperatures KC167G at various irradiance levels 10 IRRADIANCE: AM1.5, lkW/m2 8 75 �5C�°C25°C Q 6 c ' a� U 4 r 2 0 0 10 20 30 Voltage (V)' CELL TEMP. 25°C i10 800W/m2- 8 400W / m2 - 200W / mz Qr 6 c of . U 4 2 •0 0 10 20 �' 30 r - Voltage (V), 1000W/mZ 7812 East Acoma Drive Scottsdale, AZ 85260 Phone: (480)948-8003 or (800)223-9580 Telefax:(480)483-6431 *-Kyocera 800W/m2- 600W/mz 400W / m2 - 200W / mz QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules exceed government specifications for the following tests. • Thermal cycling test • Mechanical, wind and twist loading test • Thermal shock test- • Salt mist test • Thermal/ Freezing and high humidity cycling test • Light and water -exposure test • Electrical isolation test • Field exposure test • Hail impact test Please contact our office to obtain details without hesitation. CCI(YOCER3 . KYOCERA Corporation ■ KYOCERA HEAD OFFICE SOLAR ENERGY DIVISION - 6 Takeda Tobadono-cho Fushimi-ku, Kyoto - 612-8501 Japan Phone: (81)75-604-3476 Telefax:(81)75-604-3475 ' hllp://www.kyocera.co.ip • KYOCERA FINECERAMICS GmbH Fritz Muller Stra/3e 107, D-73730 Esslingen, F.R.G. Phone: (49)711-9393417 Telefax: (49)71 1-9393450 • KYOCERA ASIA PACIFIC PTE. LTD. 298 Tiong Bahru Road, #13-03/04/05 Central Plaza, Singapore 168730 - Phone: (65)271-0500 Telefax: (65)271.0600 • KYOCERA ASIA PACIFIC LTD. Room 803, Tower 1 South Seas Centre, 75 Mody Road, Tsi mshatsui East, Kowloon Hong Kong - Phone: (852)2-7237183 Telefax:(852)2-7244501 - • KYOCERA ASIA PACIFIC LTD., TAIPEI BRANCH Suite 501, Asia Enterprise Center,' No.142-144, Sec. 3, Min Chuan E.Road Taipei, Taiwan Phone: (886i2-2718-3595 Telefax:(886)2-2718-3587 ,I •Kyocera Solar, Inc. Cnr Forbes St &Riverside Drive West End, OLD, 4102 Australia Phone: (61)7-3844-6686 Telefax:(61)7-3844-8569 • Kyocera Solar do Brazil Ltda. R.Mauricio da Costa Faria, 85, I *f -a ' Recreio dos Bandeirantes-Rio de Janeiro Cep:22.790.280 f --' i Phone: Solar Pty, Ltd. (55)21.2a37-8525 Telefax:(55)21-2437-2338 The contents of this catalog are subject to change without prior notice for further improvement. LIE/10110303S3SAGM (Recycled Papel') THE NEW VALUE FRONTIER 19 KYOEEM3 KC167G HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE U� LISTED MODEL KC167G HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES Kyocera's _ advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. The converseffi�cr�nor o J. Kyocera solar cell is 15% These cells are�=e"nc�aj�suPaSRI n tempered glass cover and an EVA pottant with back sheet to provide maximu cti ' Q then�Ironmental conditions. The entire aT lr "�' '..i . 4 I Or� r dized aluminum frame to provide structural strength and ease of installation. v�tl Equipped with IJPG-ir cdtr t D APPLICATIONS KC167G is ideal for grid tie system applications. • Residential roof top systems • Water Pumping systems • Large commercial grid tie systems • High Voltage stand alone systems QUALIFICATIONS UL1703 certified. PERFORMANCE WARRANTY 25 year limited warranty on power output SPECIFICATIONS ■ Electrical Specifications MODEL KC167G Maximum Power 167 Watts Maximum Power Voltage 23.2 Volts Maximum Power Current 7.2OAmps Open Circuit Voltage 28.9 Volts Short -Circuit Current 8.00Amps Length 1290mm (50.8in.) Width 990mm (39.Oin.) Depth j 36mm (1.4in.) Weiaht I 16.0ko 135.3lbs.1 ■ Thermal parameters Nominal Operating Cell Temperature 47°C Isc Current temperature coefficient (A /°C) (8.60x 10-3) A/°C Voc Voltage temperature coefficient (V/°C) (-1.12x 10-t) V/°C Note: The electrical specifications are under test conditions of Irradiance of 1 kw/m2, Spectrum of 1.5 air mass and cell temperature of 25°C Kyocera reserves the right to modify these specifications without notice ■ Physical Specifications (Unit: mm) 990(39.Oin.) 36(1.41in.) NN M N O> C NN OR e 0 CD u c M NN N � 6 NN In N O) XPower output of the module after 25 years will not be less than 80% of the minimum power specified in the data sheet. THE NEW VALUE FPONT1ER KYGEER&..... KC167G HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE U� LISTED MODEL KC167G HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology' and automated production facilities produce a highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is 15% These cells are encapsulated between a tempered glass cover and an EVA pottant with back sheet to provide maximum protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation: Equipped with plug-in connectors. APPLICATIONS KC167G is ideal for grid tie system applications. • Residential roof top systems • Water Pumping systems • Large commercial grid tie systems • High Voltage stand alone systems QUALIFICATIONS UL1703 certified. PERFORMANCE WARRANTY 25 yearlimited warranty on power output SPECIFICATIONS ■ Electrical Specifications MODEL Maximum Power KC167G 167Watts Maximum Power Voltage 23.2 Volts Maximum Power Current 7.2OAmps Open Circuit Voltage 28.9 Volts Short -Circuit Current 8.00Amps Length 1290mm (50.8in Width 990mm (39.Oin.) Depth 36mm (1.4in.) Weiqht 16.0kd (35.3lbs.) ■ Thermal parameters Nominal Operating Cell Temperature 47°C Isc Current temperature coefficient (A /°C) (8.60X 10-3) A/°C Voc Voltage temperature coefficient (V/°C) (-1.12 x 10-1) V/°C Note: The electrical specifications are under test conditions of Irradiance of tkw/mz, Spectrum of 1.5 air mass and cell temperature of 25°C Kyocera reserves the right to modify these specifications without notice ■ Physical Specifications (Unit: mm) 990(39.Oin.) 36(1.41in.) NN M Nai � NN Cb < m 0 C> �c Cn N N "N NOl IL �1 j -Power output of the module after 25 years will not be less than 80% of the minimum power specified in the data sheet. ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Module KC167G at various cell temperatures 10 IRRADIANCE: AM1.5, 11kW/mZ 8 75°C 50°C 25°C Q 6 U 4 2 0 0 10 20 30 Voltage (V) Current -Voltage characteristics of Photovoltaic Module KC167G at various irradiance levels 10 CELL TEMP. 25°C 8 1000W / mz 800W / m2 Q 6 C 600W/m2 U 4 400W/m2 2 200W / m2 0 0 10 20 30 Voltage (V) QUALITY ASSURANCE Kyocera muticrystal photovoltaic modules exceed government specifications for the following tests. • Thermal cycling test • Mechanical, wind and twist loading test • Thermal sock test • Salt mist test • Thermal/ Freezing and high humidity cycling test • Light and water -exposure test • Electrical isolation test • Field exposure test • Hail impact test Please contact oar office to obtain details without hesitation. :4Kua[ERa KYOCERA Corporation ■ KYOCERA HEAD OFFICE SOLAR ENERGY DIVISION 6 Takeda Tobador.0-cho Fushi mi-ku, Kyoto 612-8501 Japan Phone: (8 1 )75-604- 3476 Telefax:(81)75-604-3475 http://www.kyocerz.co.jp • KYOCERA FINECERAMICS GmbH Fritz Muller StraRe 107, D-73730 Esslingen, F.R.G. Phone: (49)711-93!13417 Telefax:(49)711-9393450 • KYOCERA ASIA PACIFIC PTE. LTD. 298 Tiong Bahru Finad, #13-03/04/05 Central Plaza, Singapore 168730 Phone: (65)271-0500 Telefax:(65)271-0600 • KYOCERA ASIA PACIFIC LTD. Room 803, Tower - South Seas Centre, 75 Mody Road, Tsimshatsui East, Kowloon Hong Kong Phone: (852)2-723.-183 Telefax:(852)2-7244501 • KYOCERA ASIA PACIFIC LTD., TAIPEI BRANCH Suite 501, Asia En•erprise Center, No.142-144, Sec. Min Chuan E. Road Taipei, Taiwan Phone: (886)2-271E-3595 Telefax:(886)2-2718-3587 • Kyocera Solar, Inc. 7812 East Acoma Drive Scottsdale, AZ 85260 Phone: (480)948-8003 or (800)223-9580 Telefax:(480)483-6431 • Kyocera Solar Pty, Ltd. Cnr Forbes St & Riverside Drive West End, OLD, 4102 Australia Phone: (61)7-3844-6686 Telefax:(61)7-3844-8569 • Kyocera Solar do Brazil Ltda. R.Mauricio da Costa Faria, 85 Recreio dos Bandeirantes-Rio de Janeiro Cep:22.790-280 Phone: (55)21 -2437-8525 Telefax:(55)21-2437-2338 The contents of thi> catalog are subject to change without prior notice for further improvement. LIE/10110303S3SAGM (Recycled Paper) Sunny The leading grid -tied photovoltaic inverters in Europe and America Shown with optional display ModularThe SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter. in Europe, is ing inverter now UL 1741 Listed and available in North America. Sunny Boy's extensive track record in ran • • • some of the world's most demanding markets has made it a favorite among PV professionals fern'lly any size everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Having achieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German engineering, and exceptional real-world efficiency have made Sunny Boy the top choice for American solar 00, designers. These professionals know that Sunny Boy is a grid -tied inverter that they can JSTED r recommend without reservation and install with confidence. Specifications Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 106 -132 (120 V AC nominal) AC Input Frequency 59.3-60-60.6 (60 Hz), 50 Hz also DC Input Voltage 156 - 400 V DC Peak Power Tracking Voltage 156 - 350 V DC Minimum DC Inpul Voltage 139-170 V DC dependant on available line voltage Maximum AC Power Output 180OW Current THD Less than 4% Power Factor Unity Peak Inverter Efficiency 93%-94.4% Cooling Convection cooling (no fan) PV Start Voltage 190 V DC Maximum AC Current 15A Maximum DC Current 12A DC Voltage Ripple Less than 5% Power Consumption 0 W nighttime, < 0.1 W standby Ambient Temperature -25 °C ... +60'C Enclosure NEMA 4X stainless steel Size 434 W x 295 H x 214 D mm Weight 27 kg Certifications United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 Cl & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 DISTRIBUTED BY DISTRIBUTION _ PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufac- turing philosophy that combines simple lesign with robust execution. SMA's state-of- the-art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exception- al due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets new ultra -strict FCC EMC standards. SMA's unique String Inverter tech- nology makes future system expansion simple. Sunny Boy's option- al power line carrier communication capability allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communica- tion options are available to satisfy almost any application. SMA America , Inc., 20830 Red Dog Road, Grass Valley, CA 95945 Phone 530-273-4895 • Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 • Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de Advanced System Technology for the Successful Photovoltaic Future RESIDN"J71,OL r , 036-8'0-0=068---- MARTIN, 36-80=0=068 ---MARTIN, FRIEDA 93'3379 BPEM� HART LN, OROVILLE NEW SF Address GAS Meter By Date7-17— ELECTRIC --ELECTRIC i I Meter By Date Gy n D-a� ELECTRIC Meter By% Date V=OK } O = Not OK NotNo Ready b1e MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Locatlon-Teat-Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ ./Amp -Concrete 6. Gas; Location -Teat -Wrap: / /"L"ft." / /"Nat. or/ /"L"ft./, /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Teat -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fail -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged . 9. Exits; Insp.-Sketch ' 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements '%� ► 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel) 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftre: Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Caroorts: Windows -Doors 7. Electric 1 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mash 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining - 4. Elec.; Receptacles and Lighting, Distances-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 in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test v V=OK O = Not OK - = Not Applicable = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s RESIDENTIAL (Single & Duplex) 7 ' Main; Soils-Elec. Fig. Depth e.AFtg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /Fig. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwells, Garage; Steel-Blockouts-Wrapped 6a. tjGId Downs and Special Anchors �OV fi-."Slab; Steel -Wrapped 8. P -Fireplace Ftg.-Steel D.W.V.; Fell -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Materiel -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING Permit OK except #'s ater Htr.; Vent -Access -Combustion Air -Baffle Ater Pipe; Test & Anchor -Nail Protection 8. D.W.V.; Test -Fittings & Anchor -Nail Protection 19 --Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access LK Gas Pipe; Size & Anchors i.22. Fixture & Transformer Clearance -Ins. Protection & Switches at Doors Si Boxes & No. of Conductors -Stapled El�R x Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mach. Fastners-Bond Gas & Water 2 ADDliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 28 Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. In ulated Neutral ❑ Yes ❑ No a&. -Riser Conductors & Ground -Main Disconnect - quip. Clearances Panels -Motors -Mach. Equip. lothes Closet Light -Shower Light -Spa Light 3. Smoke Detector Date/Initials ME HANICAL Permit OK except #'s C. Ducts Insulation & Support Vent Fan; Exhaust above insulation Condensate Drain & Overflow; Size & Grade urnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 8. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING Plans OK except #'s IA. Sils, Proper Material & Anchors Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing 2. raft Stop in Walls (rat proof) 3. Fire Stops; Furred Ceilings -Stairs -C ases-Tub t44. Headers & Beam -Size & Bearin s Date/Initials FRAMING (Continued) ngers-Post Caps -Anchors -Connectors Cing. Joist-Rftr. ties -Purl in -roof Brac-Truss-Shthng.-Rfng. Flue -Fireplace Throat clearance 61 . Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles 69"J13drm. Windows or Exiting Doors -Sill Hgt. & Dimensions C-9'0. Ga ge Fire Protection Framing roperty Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits -52-6telra;-Width-Headroom-Rise-Run-Landing-Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers —� ailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 . zing Area -Glass Protection -Skylights -Plastic 1.54'Sjwer"Wifils; Nailing -Bolts 8'Insulation ells- flings 60. Infiltration -Walls -Windows Dateflnitials FINAL (Plans) OK except #'s 42-5-moke Detector urnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection Bath Fixtures & Tub 66 ec Trim & Subpanel; Breaker Sizes & Labels TAAtairs & Rails { e; Clearances -Hearth . lq Outlets at Wood Panel; Int. & Ext. Kit. xt. & Appliance; Grnd: Air Gap -Cooking Clearance _ Elec.Putiets & Receptacles at Kit. Counter l L araae Fire Door. Swina-Landina-Closer ! v ) 7'Inr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. i In Ga ge; Above Floor -Mach. Protection I 17 b., Elec. & Mech. Equip. Listed for Location �7eceptacles in Garage; (G.F.I.)-Romex Protection i sulaUon-Foam-Looked in Attic ❑ Yes eck Construction -Post Caps I -Hole Door -Drainage & Wood -Earth Clearance Looked under FlogO Yes 80. Following instld.; Drive es ❑ No; Walks ❑ Yes o; Plaoters ❑ Yes 62`oA.C,_tdrr1t; Disconnect, Electrical, Plumbing 4ants Above Roof; Plbg.-Appliance-Fireplace -Clearance to Openings isconnect, Electrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground /Of,4ano0on Throughout House Glass Protection 88. Corr ons from Previous Inspections s Test:Meters Tagged; Gas -Electric Ware'r & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Comments at Final: / COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95365 - Telephone (916) 8-7541 PERMIT NO. APPLICATION -AND' PERMIT R3-3379 ASSESSOR PARCEL NUMBER �— ZONING AR BUILDING PERMIT OWNER FRIEDA MARTIN TELEPHONE 533-9323 SQ. FT. OCC. BUILDING VALUATION 1930 R 422 • 00 OWNER'S MAILING ADDRESS 195 PARSON LANE ORO9ILLE 95966 828 M 14904.00 CONTRACTOR'S NAME SAME 1 TELEPHONE + n 1716.00 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is n Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 463 45 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS �3�I�ART LANE PERMIT FEE $ 1, 1 - OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. 61 SUBDIVISION'S NAME COPLEY ACRES UNIT 3 PARCEL MAP 122-27 Each gas water heater or vent 15.00 USE OF STRUCTURE SF Ck Duplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK A New X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ DescribeWork: 2 BDRM PERMIT FEE $ i 4 -nn Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 11111 LESS ) 200A OR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLOS. ) 3.5C FT.SO. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force„jn�ffect. License No.�/ ?2/.;E Classification 66 ❑ I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) ' @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAD @ 1:0Soo Ex. Occup.FIXED APPS. OR ( OWUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23:00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. AL I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 150 50 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating SPLIT ATTIC 15.00 Cooling 3 1/2 25.00 Hood 6.50 6.50 Ventilation PERMIT FEE $ 66.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all1655.45 liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X /�Vd ///ow -1— Date 1,V1%XIV 3 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 ocC CONST. TYPE TOTAL FEES HAZ. D. FE IMP F100D COF PARCEL I PID HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indi ab a for which fees have been paid. RE TOR OF PUBLIC WORKSS By Date O NG v 3 PERMIT EXPIRES ON ND v I /Date! Receipt _ _ 153216 WHITE-D.D..D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENTOF DEVEL:OPMENTSERVICES -BUILDING DIVISION s. � v�J 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER f%2 /e">J:�) /�' 44-4 Proposed Building Use 45f"� Building Inspector P. No. -3 6 -�D T- Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3, Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings . ....................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Fees of $ Ye– Impact fees as shown on attached schedule. ........ p .. Al2. California Department of Forestry plan approval/fees. 0o vation letter (100 year flood) by California Engineer. .. ............ . 14. Sanitation and plot plan approval 1,011.P41 Health Department. ............. 15. City of Chico plumbing permit . ............................ . 16. Plot plan and business license approval from City of Biggs/Gridley. .............. 17. Planning approval for (A) Use: (B) Parking: ...... 18.. Contact Land Development.about (A) Improvements (B) Drainage. .......... . Q� Driveway permit (construction approval required prior to occupancy). . r 20. Pre -inspection for required. .. o e;, ngnspedorr (Date) 21. Contractor's license information. (No., Name Style, Classification) . ............. 22. Certificate of Workmans Compensation Insurance . -- 23, . Owner -Builder Verification (Given to owner , Mail to owner ) ............ r25�1–�. corded copy of Agricultural Acknowledgement Statement . .. ............... Letter of signature authorization. ........................................ . Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ................................................. . 33. •34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation�y_ Acreage Applicant ` �'" %� `� Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitt 1. Index permit for above items No. 2. Additional items required: permit issuance: (Circle new item not checked above). Contr, tor, designer, o , was advised of above required data by _ phone —mail Counter b4/ --Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by Date Plans checked by Date Plans approved by 2 Date -a= –1– 3 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works M/T A13 COUNTY OF BUTTE BUILDING DIVISION >� DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751. 7 County Center Drive, Oroville, CA - (916) 538-7541: 747 Elliott Road, Paradise, CA - (916.) 872-.6307 ' T CORRECTION -NOTICE ® - OWNER PERMIT O. . y A routine inspection indicates that the following violations of Butte County Ordinances exist at - the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1 ;'4 l_ "L K Date /%/�j� Inspector REV 1/0/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 4'11 H OWNER PERMITINO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, piecontact this office immediately. 7 f A k -(_&S `! t c�ok1:; a k"¢.4 fA Date y�/����/ Inspector REV 10192 ' /�` II Installation Certificate: Residential CF-613 DING OWNER: , BUILDING LOCATION: BUILDING PERMIT #: 9 2 - An installation certificate is required to be posted at the building site prior to the issuance of the occupancy permit. This form may be used to meet these requirements. All appliance categories listed below are the actual equipment installed. Note that the efficiency and type of the appliance installed must be equivalent or better than the appliance specified on the Certificate of Compliance (CF -1R). This certificate (or its equivalent) shall be prepared and signed by the person(s) assuming overall responsibility for the appliance installation. I, the undersigned, verify that the equipment listed in the category above my signature is the actual equipment installed and that the equipment. meets or exceeds the requirements of the Appliance Efficiency Standards. In addition, I have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS Note: Hydronic boiler information is entered here. Other hydronic or combined hydronic equipment is listed under Water Heating Systems. Heating Equip. CEC Certified Actual Distribution Duct or Heating Load Heating Type (furnace, Manuf. Make & Efflclency Type and Piping Before Over- Equipment heat pump, etc.) Model Number (AFUE, etc.) Location R -Value Sizing (Btuh) Capacity (Btuh) CEC Certff led Cooling Equip. Compressor Unit Actual Distribution Duct or Type (air cond.; Manuf. Make & Efflclency Type and Plping heat pump, etc.) Model Number (SEER) Location R -Value The building design heat loss and design heat gain rate have been determined using a method specified in Section 150(h) of the,,6ergy Efficiency Sta rntis�aand== are two of the criteria used//for equipment sizing/and selection. Signature 6ate HVAC Subontractor (Co. Name) or General Contractor or Owner WATER HEATING SYSTEMS Energy External Water Heating CEC Certff led Rated' Tank Factor or Tank System Type Manuf. Make & Input (kW Capacity Recovery Standby' Insulation (storage gas, etc.) Model Number or Btuh) (gallons) Efflclency Loss R -Value :5'To7aj,- JAS -37-0 Doe, So fA��1= -<, b R — /G .-7 A . o. vviA illL 1. For small gas storage (rated input:5. 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input >75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. For Instantaneous electric water heaters, list Rated Input. FAUCETS & SHOWER HEADS All faucets and showerheads installed are listed in the Commission's Directory of Certified Faucets and Showerheads, pur ant to Title 24, Part 6, Subchapter 2, Section 111. C Al - Signature 4Date Plumbing Subcontractor (Co. Name) or General Contractor or Owner THIS CERTIFICATE MUST BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AI0j A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 Descf.tption. of -Installation ROOF Material Brand Na= Wickncs; (inches) 71=*W RcT;tf-2ncC (R -Value) CEILING Battorl1briketTypc FIBERGLASS Armd Na= CERTA IN!rEED Thickness (inches) LC=FdITYPC INSULSAFE III BrxidNa= C E*RTA Cord:ractor's minimum installed weight/ft Ib Knimum thicknis Manufacturer's installed wtightpersqpm foot to acheivC.ThunwC= 3 �L- R i tuxe(R-Vailue) EXTERIOR WALL Mazrial . PTR P Briadd Nzme CEgTATN' - Thickness (inches) 41loM=Mal Pxlis�'oxValue) RAISED FLOOR -MajejW FIBERGLASS DMdNamc QERT4INTEED Thickness (inches) -rh=ul Resistanm (P I SLAB FLOOR Material Brand Name Thickness (inches) ThcMul Resistance (R Va!ur) Width (inches) FOUNDATION WALL FIBERGLASS BrandNarne: CERTATNT FFD Thickness (in6p) Thermal Resistance (R -Value.) Dedara'tion I hereby certify that the above ksul3tion was installed in the building at the above location in wnro ntnt Building 'Enety Efficicn residential rm incc with the cu cy Standards for new. resid tial buildings contained inTitle. 24 of the Calif=�a Administruive Code. GCMj&1.ConQhC,0C (Builder) Licauc Humba Sirnu= WThk Due SHASTA INSULATION 2729.41 icaw Nwb= W. T11k. D&w y.')t Ce 1 (3 L.t a it c JUN -22-1994 14:25 FROM GEORGIA-PACIFIC/SAC•TO. TO BLDR'S SLIP. ORO P.02 "TEN'GIN a �`� ��'�� ��� � ,t, � ! ��*•�'�x; �' ,w�E . [3 �•� tK,Srt� A�' anta�l�J,. i L 1 S i 4 i E H t Certificate O 19683 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of Amei ican Wood Systems (AVMS) were man- ufactured in accordance with the specifications indicated below. [Y) ANSI Standard A190.1-1983, for Structural Glued Laminated Timber (:] NER 267 10 Proof loaded end joints Job Name GEORGIA PACIFIC CORPORATION SACRAMENTO; CA Jot: Location SAC --36130 072693 Customer's Order No. __ _ _ Date ._. Mfgr's Order No. 5643 Signature Title Quality Control 1 Watson Bohemia Inc. Vaughn, Oregon 072793 Company _ Address _ Dace lT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named manufacturer which carries a collective mark of American Wood Systems'(AWS) is subject to regular audit by American Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction'and the adequacy of glue bond. 1Z__ by� Michael R. O'Halloran Executive Vice President i COUNTY OF BUTTE - DEPARTMENT OF DEVELOMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER ! V �i ��1 I A, A. P. # 0 -3 PROPOSED BUILDING USE_ <j DATE OZ q_3 REC. # DATE REC K1.SCHOOL DISTRICT FEES LQ (paid at District Office)............ ........... 2. SHERIFF FEES (paid at Building Department) Residential...... . x =$ y� unit amt. Commercial (sqft) x =$ sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. /—V11 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES /yam (Contact Land Development Division) .............. VI/ 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTHER 4 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT c' � ��'t `.S DATE A/y PERMIT NO: 71-93,4 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 / 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the -Butte County -Department of Public Works Building Department prior to. issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: September 7, 1993 Applicant: Frieda E. Hart -Martin Applicant Address: 195 Parson Tone, Orbuille, CA 95966 Applicant Phone No.: 533-9323 Property Location (s): 118 Hart Lane, Oroville, CA 95966 A. P. No. (s): Fees due: Copley Acres Sub II Phase III Unit 3 Lot 61 .� regional facility charge totalin Application for service approved: PUBLIC UTILITY D Inspection(s) made and successful test(s) observed: Location: M Date: Lake Oroville Area Public Utility District release to close permit: Date: By: 00.00. A ICT RESIDENTIAL`," l 036-800-068 PERMIT#94-2743 1 CHARRON , ' BON ITA. j 118 HART LN., OROVILLE NEW PRI SWIMMING POOL € g 5 � 'JOB FINALED (Date) 13AS — Signature J=OK O = Not OK r: = Not Reaadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ P'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card 6-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Valve—Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DEC S, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s Zoning Requirements -Setbacks -Easements 2. ootings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date V Card B-1 Date Card B-1 Date Card B-1. Date Card B-1 Date , PQOLS_(Plans) OK except #'s %f// 1/46&-Ietbacks-Easements !_Q SO l Gtimpaction-Structure Stability col Structure; Steel -Connections -Thickness Dead Men -Lining ec.; Receptacles and Lighting. Distances-GFI 5. lec.; Pool Lighting; 15 volts-GFI c.; nclosures; Conduit Entries -Terminals -Listed ec.; Bonding; Metal w/5' -Circulating Equip. -Heater c.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9, He Department Approval Plumb.; Cir. Test -Water Supply Test Date and B-1 �'� Date Card B-1 Datey43 93 Card B-1 �]— Date Card B-1 s J=OK O = Not OK t = Not Applicable ' = Not Ready RESIDENTIAL (; Date UNDERFLOOR (Plans) OK except k'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 -Bloc kouts-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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 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 ft's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ------------------ ---------------------------- 17. Water Pipe: Test & Anchor -Nail Protection -- -- 18. D.W.V. Test -Fittings & Anchor -Nail Protection -- -- --- 19. Showe- Pan: Test. First Floor -Tub -----------20.-Test-Tub & Shower, -- Second Floor -Tub Access ------------------ ------------------- 21. Gas Pipe: Size & Anchors Date Card B-1 Date Card B-1 --------------------- -------------------- ----------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. -Protection 23. Elec. R=eceptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled ----------- - --------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. - -------------------------------------------------- 26. Equip ,;round made up w/Mech. Fasiners-Bond Gas & Water -------- -------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFl 28. Subfeed Wire Size i ga. Cu or AI-A.C. Wire Size / ! ga. - Cu or AI - ------------------------ 29. Range Circ. ! ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ----------- -------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect --------------------------------------------------------------------------------- 31. Equip_Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light -------------- -------------- --------- -------------------------------------------------------------------- 33. Smoke Detector ------------------------------ -------------------------------------------------- Date Card- B-1 Date Card B-1 - ---------------------- -------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except h's 34. A.C. Ducts Insulation & Support ------------- ---------------------------------.................................. 35. Vent Fan: Exhaust above insulation ------ --------------------------------------------------- 36. Conden=ate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -------------- --- ------------------------------------------------------- -- 38 Attic Access & Platform if Furnance in Attic ------------------------------------------ - ------------------------------------ Date Card B-1 Date Card B-1 ---------------------------------------------------------------------- ---------- Date Card -B-1 Date Card B-1 Date FRAMING (Plans) OK except ft's 39. Sils. Proper Material & Anchors - -- - - --------------------------------------------------------------- 40. Walls St ids -Nailing. Spacing & Bracing -Plates -Sound --------------------------------------------------- - --- 41. Bearing Walls over Girders & Floor Nailing - ---- --------------- - - ----- 42. Draft Stop in Walls (rat proof) -------- --------------------------- ----------------------- -------------- 43.. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing ►ingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings _ 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ____________ 55. -Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date _ ___ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except 4's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ------------ --------------- 64. Bedroom Exiting 65. G F.I & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth -------------- --- - --- ---------------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance - -- ------------------ 71.-Elec. ----- - 71. Elec. Outlets & Receptacles at Kit. Counter ----------- ------------------- -- 72. Garage Fire Door: Swing -Landing -Closer 73.-.A.C.-Duct in Garage -Damper 74. Wtr. Htr. Vents -Clearance -Comb Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location ------------------- 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes ------------------------------------------ - - 78. Guard Rails & Deck Construction -Post Caps ---------------------------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ------ ------------------------------------------- 80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters--O-Yes ❑ No ----------------------------------------- 81. Stucco: --------------------------------------Brown Brown-Finish -- --- - 82. A.C. Unit: Disconnect. Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings ----------------------------------- -------- 84. Water Well: Disconnect,- Electrical, Plumbing ------------------------------------- -- 85. Exterior Elec. Trim. G.F.I. Receptacle -Underground - - - --- - - -- --------------- 86. Ventilation Throughout House - -------------------------------------- - 87. Glass Protection -- ----------------------------------------------- 88. Corrections from Previous Inspections -- - - - --- ----------------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric ------------------------------------------------ 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates -- --- ...-------------------- Date Card B-1 ------ --------- - -- --------- Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINGI DIVISION _,7 County Center Drive - Oroville, California 195965 - Telephone (916) 538-7541 PERMIT NO. APPLICAT40N AND PERMIT ASSESSOR PARCEL NUMBER 036-800-068 ZONING AR BUILDING PERMIT OWNER TELEPHONE 53. 533-6808 SQ. FT. OCC. BUILDING VALUATIO OWNER'S MAILING ADDRESS 118 HART LN OROVILLE.. 66 EST 10,000.00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 117.00 ARCHITECT OR ENGINEER LICENSE N0. Pian Checking Fee $ 7 6.05 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 118 HART KXXX LADLE PERMIT FEE $ 213.05 OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAMEPAFICEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF O Duplex ❑ Mobilehome O Other PVT SLUMMING P00I SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK NewXCX Addition O Remodel O Utilities ElInstallation O Other ❑ Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 8001 OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLOS. ) SO, 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, 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) I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. 50 . Ex. Occu FIXED APPWS. OR p' (OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELEC. 30.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 50.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in cons e uence of the gr ting of this permit. X % ,_ Date / O Signature of Applicant Owner ❑ Contractor O Agent Iof An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in[hheight. XW Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CDNST. TYPE TOTAL FEE $263.05 HAZ D. FE IMP FLOOD XX I CDF I PARCEL PD HD SSU This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indic a above or which fees have been paid. By Date 2_4 PERMIT EXPIRES ON U17, S /Date/ Receipt ZL/ 7 -t � .D./ WHITE-D.D.S.-B.D. CANAR - SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r COUNTY OF BUTTE BUILDING DIVISION > DEPARTMENT OF DEVEL6PME'Nt SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville,'CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE CEA 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, plea, e cont this office immediately. ALF Date Inspector REV 10/9 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Please contact this office immediately. / Pro o Y' Jer �G7'en I 4r In ryll^ L.�, Date Inspector REV 10/ COUNTYOF BUTTE - DEPARTMENTOF DEVEL• OPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - ORvILL�E, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER rxz Y1, A. P. No..v 0 - 1e-7 fT Proposed Building Use ILU06 Building Inspector 4Q6Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items h e been submitted. . -� 2. Plot plans(Y4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . lood elevation letter (100 year flood) by Cal' ornia Engineer . ................. . and plot plan approval y9 P Health Department . ............ 4anitation ity of Chico plumbing permit . ................................... `.... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . Pre -Inspection request 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ........... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33 34. . When you issue the permit, process as follows: Mail__W owner. Mail to contractor. Telephone a?- and hold for pack pat office. Deliver with inspector. Other Parcel `Creation �aiv�.o-, Acreage Applicant- 9, Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted pri9gr to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. IAF 2. Additional items required: Contractor, designer, owner, was advised of abov requ%.red data by _ phone _ mail Counter by _ Date Contractor, designer, own r was advised of ab e- �'bired data by _ phone _ mail Counter by _ Date Plans checked by ��o / 7 _ Plans approved by Date �`� / 9 Sets of plans/oIn hold in File cabinet AP folder Copy - Department -of Public Works COUNTY OF BUTTE Department of Devel6pment Services Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. L I personally plan to provide the major labor and materials for construction of the proposed property improvement. (yes or no) �. 2. I (have/have not) signed.an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name 0�u CRa.Mk>_►-- Address A a s W a City Phone Slo (03q— Contractor's License No. ("Y 7n 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractor's License No. 5. 1 will.provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Ownero-— Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. 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Ul M r 4 It It' , ;� . �\ f� M ls.. % M. — I r IF -it n i: ®•7` e:z,p�, Mme% - '5 -I 1-7DO - o Ck q 41 2, IT</ 0, tj lea % C�,.33�_(30 �y2 5.3 � Z Z:y ��>(5-- ---------------- tl rn�•tc_�ne_rr 4- e L67 zL3�3 o 7,��3 j5o 3 /1 f. - � -� eco C a,��C� �3 _ o, zs� &_75-•4-1 ,3 7z 1I.,Nt2 ' �`l�75_� . �, s � + 372,.;9.5 ` : v, $3.3 - fJ � �" � �, (o Z S- (-v_��) . _ • C--,173 2'9, -E II �____ � II . 1 ., - � ' I�� . � • ��) A F w • �II 1 � I� ��� � . � �Ffi,R�.S'. � JI.P yl �- � � � If . r`r{` it �. .F�31 �) 5�.. �� � .. - + ��1 � s .. 1 /I� :�1 fI _ � � 11 . � .. �. I - � - _ __ � �� ., it 1 ;. G � _ 2 (�3 I{ - _ _ = c5 C U (a? l 7(v5 . 15cr0 OVA �C5 T M1. 2 3-78 - x t��zZ 0. 95 3x � l.¢.'Gn/ U�'�.._�Q.4'i/1���_ •(�JV O IGS � •' 77 jo� 4 III) . ( _ • . � ,` ;ul i�� ui —: — ��� : iu -- ,._-moi— -- iu - � — iii ------ _.__ -- __-_ iii iii --- -- _ -- — viii -----.ii . -- ___ _ —__— , iu _. _ — -- iii __ ___ ___ in __ u� -_ — _ �„ Rl kY V=OK O _ Not OK =Not Ready Applicable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special•MH Support Sketch 3. Sewer; Location-Test-Fell-C/O Concrete 4. Water; Location-Teat-Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp-Concrete 6. Gas; Location-Teat-Wrap: / PV ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks Easements 2 Footings; Size-Spacing-Marriage Line 3.. Gas; MH Teat-Demand-Valve—Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Teat-Fall-Flex'Connector 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval 8.. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS 3. Dec!p; Griders and/or Joists -Decking -Bracing -Stairs -Rails d sts-Beams-Rftrs.-Connectors -'Shthg.-ft.-Bracing 5. Alum. Awn.; Columns-Connectlons-Splice-Decal-Enclosures 6. Car ; Windows -Doors 7. ectric 8 g; Sils-Anchors-Studs-Rftrs-Truases 9. S Ing; Nailing -Veneer -Stucco -Mesh I / . Roo hthg-Roofing 4,.( V>--fxt.; Steps -Doors -Landings Date/Initials 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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equlp: Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panel boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLC OR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Gerage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwells, Main; Steel -Bloc kouts-Wrapped 6. Stemwells, Garage; Steel-Blockouts-Wrepped 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 Fipe; Test -Anchor -Regulator -Service Test 12. Electrim Underground 13. Pienume & Ducts; Clearance -Material -Support -Ins. 14. GlydersrSills-Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Fipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nati Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 22. Fixture ,& Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. around made up w/Mach. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Dirc. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulat3d Neutral ❑ Yes ❑ No 30. ServicerRiser Conductors & Ground -Main Disconnect 31. Equip. clearances Panels -Motors -Meth. Equip. 32. Clothee Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fen; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnan:e-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING Plans) OK except #'s 39. Sils, Paper Material & Anchors 40. Walls Suds -Nailing, Spacing & Bracing -Plates -Sound 41. Bearin£ Walls over Girders & Floor Nailing 42. Draft Scop in Wells (rat proof) 43. Fire Steps; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ina. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation-Wells-Ceilinas 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66.. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Meth. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg: Appliance -Fireplace :Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Commonts at Final: COUNTY OF BUTTE .rDEPAIRTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Courity Center Drive - Oroville, Califorriia,95965 - Telephone (916) A8-7541 PERMIT NO. APPLICATION AND PERMIT ;vvJ 93-3380 ASSESSOR PARCEL NUMBER C1`sl:� 036-800-068 ZONING AR BUILDING PERMIT OWNER FRIEDA MARTIN TELEPHONE 533-9323 SQ. FT. OCC. BUILDING VALUATION 720 M 12,960 OWNER'S MAILING ADDRESS 195 PARSON LN OROVILLE 95966 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 144.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 93.60 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 61 HART LN OROVILLE PERMIT FEE $ 257.60 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOTv.l v SUBDIVISI ftY ACRES PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other DETACHED GARAGE SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New )(I Addition ❑ Remodel ❑ Utilities ❑ Installation 1:1Other El Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW OR ADONS.T ( DW & ACCLLINGBLDS. I 3.50 F°* 25.20 CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my_!icense is in full force and effect. License No. �/ =� 3 : / Classification ❑ I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS I @7.50 POW ER APPARATUS I & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAL. @ 1:OS00 Ex. Occup.FIXED APPLNS. OR (OUTLETS IRESID.) EA. I 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. 1Q I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 45.20 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes.D I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. -e-A2 ,//�J X r_r Date /6/,y/`�J' Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ �O %� YPE TOTAL FEES 302. 0 HAZ• '� I D. FEES IMP Fl •s COF PARC PD '�' U This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate above for which fees have been paid. 6gEC OR OF PUBLIC WORKS By Date O N p PERMIT EXPIRES ON IDe tel Receipt No. 153216 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ..^...`L"=�r.:.w,;,K��y,:. .C.:' � ."Y`�.�:!'t�'k^`�,�..`�� ,�ie •.�,�{`�t�l.!6�'r%i�"=1}1ta�s.i1'.�J-r}�"?'i:..Y.X3a,.�,�1e•:.r•'rl'r. '9 }-. F COUNTYOF BUTTE - DEPARTMENT OF DEVELOPNIENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA65 -TELEPHONE (916) 538-7541 . � PERMIT APPLICATION DATASHEET C� OWNER � ! 1'tllY�-1 A. P. No. - G '� Proposed Building Use Building Inspector Date / i At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ................... ... . A. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ....................4 . . 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. .......... . 10. Fees o ......................................... 11 I act fees as shown on attached schedule. ......... . ..---- ...... Calffornia Department of Forestry plan approval/fees....cy� .... �. . 13. 14. Flood elevation letter (100 year flood) by California Engineer . ................. . Sanitation and plot plan approval L()APUZ) Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 20. Pre -inspection for Pro4�spection req°st required. . to Building lnspeaor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ). ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use. ........................................ . 28. Mobilehome utility clearance ..... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing, violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. Where you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephong�1 9.•e'��annndd hold for pickup at 01,e Z2 office. Deliver with inspector. " Other Parcel Creation /a�2AR-P Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phonemail Counter b.y Date _ Contractor, designer, owner, was advised of above required data by _ phone _ mail ounter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 'T9�ty�yel���\fF•'.�7. � TQC-'-�7i�N1t�'4�,. 4. .wrypy..§ia, y...Kv.�^r.-, n r ,.—_�....x<....f'Rl;'�7IYt�by�YV•—�7+�Nvp.nfS..�-•--..r+'� 1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM. '<e . (One Form Per Building) School District Building Department No. A.P. Number -3 6 eJurisdiction 0 City ®,-County / Property Owner � !2 77 Alof ,, Property Location/Address f4 )Q� % ! �-- '� d Gr- 4) 411 i Subdivison C,rovo� `' S Lot No. Residential Development E No. of Living Units Commercial/Industrial e Building DepartrKent Representative /Flnnr Plans rovi Sq. Footage 3 D Addition (Group R) Sq"`Footage Addition District Personnell ' , (Including Exterior Roofed Areas) District Identification No. l�z School District certifies thatit�c2_ (App ICI ant) (Street Address) (City) (State) has complied with the requirements of Resolution No. �� -y3-0 representing �% 3 square feet. /1 /%_ School District Representative (Phone Number) (Zip Code) by payment of $ Date R Paid by Check Number / - Remarks: C14 . 'xo Bank Number U : (W/ Paid by Cash If, 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 mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkf (4/92) ' Y 8/91 RESIDENTIAL PLAN CHECKING GUIDE (S.F.,• DUPLEX & MISC. ONLY) Bldg. Permit # OWNER ///,�tRT��I A.P. # Plan Checkers GENERAL 1.�oning requirements: (sideyards and number of permitted living units). � Valuation. 3.4_4>r�r9 signed by designer. roper description of work on application. fisting violations on property. �Items.on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). ecor ed notice of violation. >PLOTomplete parcel size and dimensions. 2� t acks, sideyards, easements, etc. 34. ' --Other buildings or structures. r ding, fills, drainage. 5 ood hazard. 6 Special conditions on creation map, ly us e, and foundations). FAU & _'AS road setback. (noise, CDF, fire sprinklers, non-comb- uilding or utilities across lot lines (Record form). FLOOR LAN omplete"to''scale plan with'dimensions: i �/�0P .'Y- �equired windows; for light and ventilation (Sec. 1205). l 3� Requir'ed windows for "second exit (Sec.,1204). t y fights (Chapter 34 & Sec...•5207). Human impact,glass.(Sec. 5406). .N ' AC-_ q,uired room sizes,.ceiling heights (Sec. 1207). 7GF I,s `in baths, garage, kitchen; an& exterior outlets (Article 210.-8). et Light fixtures, switches, receptacles, and exterior receptacles for main- t�nce of mechanical equipment. 9 L� ocations of water heater, heating and cooling equipment, other electrical omegas equipment. 10' _G e f* 11 door size, and closer (Sec. 503(d)(3)). 1 1 3' " exterior -,..exit-, door (sec:,3304• (f). ace and wood stove location, alcoves, and clearance..'! oke detectors (Sec. 1210). 1 Plumbing fixtures, water closet clearances d shower size. STRUCTURAL DETAILS Standard bracing or en inee design ( able 25V) usua shape, size, or s i ouse requiring lateral design. r3-,--rnrestory requiring balloon framing and/or engineering. r e story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. I F+aor- construction details complete enough to construct building. ��evations and wall construction details complete enough to construct building 8e.- Roof construction details complete enough to construct building. eplace construction details and talcs if necessary. 1 er ties or bearing ridge beam. ltuage door or porch header sizes. 1 Stud heights. 1 Adobe soils - special foundation design. 1 Retaining walls requiring design. 1 . Special Inspection required. .AP rev. RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO -LOOK OUT FOR 8/91 _J_,--St-airway details: landings, rise and run, head clearance, handrails (Sec. 3306). / Gua drail details (Sec. 1711 & 3306(j). -3: ri r stone veneer (Chapter 30). 4Lor plaster - weep screeds (Sec. 4706). 5. �e-per roof pitch for roof convering (Chapter 32). 6 -'Roof co ering type - (fire hazard). • o insulation - protection. 8 36" halls and stairways. ng area over garage - complete 1 -hour separation required on garage side includin orting walls and posts, etc. on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1?.' -Attic access and ventilation (Sec. 3205). er o access and ventilation (Sec. 2516). 1 Combustion air for fuel burning appliances - L.P.G. requirements. ise requirements on duplexes. . Enemy design. l lashing at all exterior openings. responsible area requirements. r �Q A'1 Vi loo muss z_y -. -�6 Q, Z si 1 SIE V I q ,S3 I� v Ibl'tj1 _ "F- VV3AI MICHAEL MOONEY Title : CItJIL ENGINEER Scope ' : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc 1916-533-2131 Dsngr Date:l6-Nov-92 ------------------------------------------------------------------ SQUARE FOOTING DESIGNPage -------��-------------------------------------------------- DESCRIPTION I » B ---- LOADING DATA ---- --------I - ---�I -------I-------- I -------I------- DEAD LOAD k 9.857 � LIVE If k SHORT TERM " k SEISMIC ZONE (0=wind) OVERBURDEN WT psf COMBINE LL+ST? y/n Y `Y-� Y Y Y Y ---- FOOTING DATA ---- LENGTH & WIDTH ft 2.83 THICKNESS in 18 # OF BARS 4 —4 BAR SIZE # 4 -�- COLUMN SIZE in 5.5 - f'c. psi 2,000 -2-,A" 3,000 3,000 3,000 3,000 Fy psi 40,000 48;696- 60,000 60,000 60,000 60,000 BAR COVER in 3.25 3 3 3 3 CONCRETE WT. pcf 145 -1-4-5- 145 145 145 145 ----- SOIL DATA ------ BASIC ALLOW. SP psf 1,500 SHORT TERM MULT. 1 1 1'.33 1.33 1.33 1.33 DEPTH BELOW SOIL ft 1 1 INCREASES...... PER FT DEPTH psf WHEN BELOW.... ft PER FT WIDTH psf WHEN WIDER.... ft -- CALCULATED FORCES - -------------- I-------I--------I-------I-------I Max. Static SP psf 1,448 1741 - Allow Static psf 1,500 X5.6$ Max. Short SP psf 1,448 4-7 Allow Short Term psf 1,500 +75 -ab One Way: Allow psi 89.44 89-74-4 Vu/phi psi -0.23 --2-.-+6 Two Way: Allow psi 178.89 146-:89 Vu/phi psi 10.76 -6,-3-& Mn k-ft/ft 13.40 14---92 Mu/phi: Actual it1.58 -01&b ---- REINFORCING ----- -------- I-------I-------I--------I-------I------- Actual Bar Depth in 14.50 orb"' 12.50 12.50 12.50 12.50 MIN ALLOW. o STEEL 0.0014 6•.401-4- 0.0014 0.0014 0:0014 0.0014 200 / Fy %, 0.0050 G -v- 6 Req' d Per Analysis 0.0002 0 -v -8A8 -Y USE ....... % 0.0014 0-v40-1-4— -r8@-1-4—In"2 In-2Req' d per Foot 0.244 &�.ii•0"" Total Req'd in"2 0_689A�4-3.6"' --- REBAR CHOICES ---- ---I-------I-------I--------I-------I------- Quantity of: #4 4� #5 3 #6 3 #7 2 #8 2 #9 2 #10 2 MICHAEL MOONEY Title : CIVIL ENGINEER Scope': RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA-, .:,;;,, Misc 1916-533-2131 Dsngr :,,,,,`�., Date:17-Nov-92 --------------------------------------------------------------------- GENERAL FOOTING ANALYSIS & DESIGN Page ---------------------------------------------------------------------- - YZ4 DESCRIPTION >>�6 c ------------------------------ DESIGN DATA ----------------------------- ALLOW. SOIL PRESSURE = 1,500 psf OVERBURDEN DL WT = psf SHORT TERM INCREASE = 1 COMBINE LL & ST ? N y/n BASE PEDESTAL HEIGHT = in CONCRETE WT. = 145 pcf SEISMIC ZONE (0=wind) = BIAXIAL ANALYSIS ? N y/n ----------- AXIAL LOADS ------------- --------- DIMENSIONS ---------- DEAD LOAD = 5.744 kips WIDTH ALONG X -X = 1.5 ft LIVE LOAD = kips LENGTH ALONG Y -Y = 3 ft SHORT TERM = kips THICKNESS = 16 in 'X' LOAD ECC. FROM CL = in COLUMN X -X DIM. = 5.5 in 'Y' LOAD ECC. FROM CL = in if Y -Y DIM. = 5.5 in ------ Y -Y AXIS ROTATION FORCES ------ --- X -X AXIS ROTATION FORCES -- ....Pressures @ Left/Right ..Pressures @ Top/Bot MOMENT: DL = ft -k MOMENT: DL = ft -k LL = ft -k LL = ft -k Short Term = ft -k Short Term = ft -k SHEAR: DL = k SHEAR: DL = k LL = k LL = k Short Term = k Short Term = k ------------------------------ SUMMARY ------------------------------- ......... Soil Pressure ........ .... Moments & Shears ..... D+L D+L+ST �. Max. Allow. Max Pressure = 1,470 1,470 ps�;./Mu/Phi = 1.6 --- k -ft Allow. " = 1,500 1,500 psf Vu:l Way= 2.1 76.0 psi 'X' Ecc. = in Vu:2 Way= 4.3 152.1 psi 'Y' Ecc. = in OTM Ratio= 999.00 1.50 Service Load Pressures...... Left Right Top Bottom DL + LL .1,470 1,470 1,470 1,470 psf DL + ST + LL (if LL & ST= Yes): 1,470 1,470 1,470 1,470 psf Factored Load Pressures...... Left Right Top Bottom ACI Eq 9-1 21058 2,058 2,058 2,058 psf Eq 9-2 1,543 1,543 1,543 1,543 psf Eq 9-3 1,323 1,323 .1,323 1,323 psf ---------------------------------------------------------------------- ----- FOOTING DESIGN DATA ---------------------------------------------- f'c = 2,000 psi 'm'= Fy /(.85f'c) 23.53 Fy = 40,000 psi Vn:1...2(f'c)".5 = 89.4 psi REBAR CL TO SOIL = 3.25 in Vn:2... 4(f'c)^.5 = 178.9 MINIMUM STEEL % = 0.0014 .----FACTORED SHEARS -------- 9-1 -- 9-2 --- 9-3 --------- Vn * Phi ---- TWO-WAY 4.3 3.2 2.8 psi 152.1 psi ONE-WAY: Vu @ Left = 1.0 0.7 0.6 psi 76.0 psi Vu @ Right = 1.0 0.7 0.6 psi 76.0 psi Vu @ Top = 2.1 1.5 1.3 psi 76.0 psi Vu @ Bottom= 2.1 1.5 1.3 psi 76.0 psi S Lz) Ndy --- MOMENTS ------ 9-1 --- 9-2 --- 9-3 ------------- Ru--- As Mu/Phi @ Left = 0.27 0.20 0.17 k -ft 1.7 0 2i in"2 " @ Right = 0.27 0.20 0.17 k=ft 1.7 0.21 /ft " @ Top = 1.60 1.20 -1.03 k -ft 9.9 0.2 " @ Bottom= 1.60 1.20 1.03 k7ft 9.9 0.2 1 GW Ifs S1 CZ �i2_ PK*j s C�� S 2k aim aKi r..' 2 --CG d �'6,� OC&Ck % c -r— \'lel U -Y Sc.Y� �b 1 ;3 i' 1CcSL��- -DE� Lo fi() L U E LO KV) MLS W (ti1�o L"y:) 8813 ! A &vza-1 -T, L�c CD -r 1 b `, (. a -7L- A `rR�, o I • S1 Q 147Z_ TR SKS (n -SO ((�s f �f2 t -o IdsCffz 2.S ' DEro Low) Z ) 0 L 47- DEW, o �C ►w, - Lo Lei IvIlTo �z — ( 00 kz or I`1.5 41' UFReti Q nsc- I Z.7 X L4,<- 4- 8.5,< Z BUILDING DEPARTMeNr) APPROVED 14.s >< I .O = 12.[y— 1�,Ikz 12.®C it, 5- & . V QG)I,t vQ,qf Y SASE 4xl.�x k-2 +x-75,S+t.sxF+.`S) z 25-- (-� I Lls Sr=�= s �IA L C— D€s,c,- Q u. UJ QztS- = -7 2 x \ �+unul.s (a.{ 4C{- �_�-� G W 21 \1) 2- S-) 1 z9 (--:,= Z -7. �SGL-� K Wa.JA = c_2> I�c�) x l5 S = S . SO l.L \A,1 3 3 _EDL V- L_=?2�(- -72d23,SDC 11 -- 0•H0V- j 1:2- 2 L C 6.30 K o s 2_-7 s d=-4.51. > 2:rc v - SE -1 aV c CTIAJ TQ -&u ' 2-,- L --Lk EUk-InN �(JY�1`j1U`nJ 1'Cl_ 1JJ = Z Phr X "Z1 ��X l�3 -� Z.�C 23 �XI �t- /12-k w =- -7L(-.5 d-- Fay L + SIB 2 24-20 IL 5 U-�,- 0.103► K 2y3u -2 <b �%� 4 •S i f o.?s - `-l. k > 3.4g-t� ui U = CJ • iv3 l U�.2 �- 0.1031 � �� ���� O, t 10.4 le -12s Z 3.9 �� C� �a� C.�.►.1� �z IJ -,CQ " L4 wuvd t. of Ec� o Auc_.c. , E, N I.- -T-02_ till til Q w Qz , Ik02 Cz' �4 T3") zz k ��� 559� 1=TT �q s/s kS 41 P e2 - vi 2 S�qm W::z 3ts-1(�,s f 4 ins zmmss Pj ( � 2-s- A 4n14 IL MICHAEL MOONEY Title : BOTH SIDES ? 11.2 --->> 1 CIVIL ENGINEER Scope : PLYWOOD GRADE: STR I:1, STR II:2 --->> RCE 20647 Number: «-- NAIL SIZE: ..Right.. 5A MADRONE AVE, OROVILLE CA Misc . 8 8992 ft-# SHEATHING THICKNESS: THICKNESS: 1916-533-2131 Dsngr : .50", .594" --->> 0.5 Date:21-Oct-92 STUD SPACING SPACING = 16 in I ---PLYWOOD-SHEAR-WALL-DESIGN-&-ANALYSIS----------Page- DESCRIPTION >> 41Sw n fRr 2tErXi_• <tt7 I PLA -,j U\e-w 1.5 in >> LJU'.Lrr.'u IQS1Q= TO U'J ;%ham 8 ft SEIS. FACTOR FOR WALL WT= ------------------------------- LOADS ---------------------------------- WALL WEIGHT = 17 psf LATERAL: #1 LAT. SHEAR APPLIED TO WALL= 281 plf x Length = 1124 lbs #2 LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 STRUT FORCE APPLIED TO TOP OF WALL C2 i 'KJ 1, Lf S = lbs #4 STRUT FORCE APPLIED TO TOP OF WALL = lbs #5 MOMENT APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------- ------ ------- #1 CONCENTRATED = 597 lbs ft #2 CONCENTRATED = 445 lbs 4 ft #3 CONCENTRATED = lbs ft #1 UNIFORM = 387 plf ft #2 UNIFORM = plf ft DESIGN DATA PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 11.2 --->> 1 «-- PLYWOOD GRADE: STR I:1, STR II:2 --->> 2 «-- NAIL SIZE: ..Right.. 6d, 8d, 10d --->> 8 8992 ft-# SHEATHING THICKNESS: THICKNESS: .3125", .37511, .50", .594" --->> 0.5 6572 STUD SPACING SPACING = 16 in WALL LENGTH = 4 ft LEAST DIM. OF END POST = 1.5 in WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= FOOTING DESIGN..... WALL WEIGHT = 17 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio= 2 @ Right ------------------------------- SUMMARY -------------------------/----I USE.......... 0.5 in Plywood Applied To --->> 1 Side/s Required Nail Size = 8 d Req'd Nail Spacing = 4 in Req'd Field Spacing= 12 in Shear Wall Capacity = 380 plf x # of Sides = 380.00 plf Actual Total Shear = 1124 lbs Required = 281.00 plf UPLIFT CHECK Moments about lower: ..Left.. ..Right.. Overturning Moment on Wall = 8992 ft-# 8992 Resisting Moment From Vert. Loads = 5964 ft-# 6572 Uplift @ End w/o D.L. reductions = 605.0 lbs 757.0 lbs L1 m9 12sU Use Simpson HIM @ Left Side of Wall : Capacity = 1970 lbs Use Simpson @ Right Side of Wall : Capacity = 1970 lbs L-c'T -t5 \ RI v Sill Attachment..... Use -i/2" Aneher Balt @ 36., " - �g 1j5-7== 5/8" Anchor Bolt @ c E) r- e o-�-Be' * @ + -e /e eFOOTING FOOTING DESIGN..... Reinf. Area @ Left = 0.248 in"2 Shear @ Left OK @ Right = 0.248 @ Right OK C2 i 'KJ 1, Lf S MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . Date:21-Oct-92 1916-533-2131 Dsngr : -----------------------------------------------------------------page- PLYWOOD SHEAR WALL DESIGN.& ANALYSIS ----------------------------------------------------------------------- FOOTING SIZE LEFT OF WALL = 4 ft CONCRETE WEIGHT = 145 pcf Wall Length = 4 ft REBAR COVER = 3.25 in RIGHT OF WALL = 4 ft f'c = 2,000 ------- Fy = 40,000 Overall Length = 12 ft MIN. As o = 0.0014 FOOTING WIDTH = 1 ft Total Vert Loads= 5,744 lbs THICKNESS = 18 in Kern.Distance = 2.00 ft Lateral Load Applied Toward ----->>> Left Right Ecc. of resultant @ footing CL = -1.91 ft 1.81 ft Soil Presure @ LEFT Side of Footing = 936 psf 46 psf. Soil Presure @ RIGHT Side of Footing = 21 psf 911 psf Mn @ Left Face Of Wall = 4913.0 ft-# 1181.4 ft-# Mn @ Right Face Of Wall = 1354.9 ft-# 4739.5 ft-# vu/.85 @ 'd' from. Left Face Of Wall = 9.37 psi 2.45 psi vu/.85 @ 'd' from Right Face Of Wall = 2.78 psi 9.03 psi Allowable Shear = 89.4 psi 89.4 psi Overturning Moment = 10678 ft-# 10678 ft-# Resisting Moment = 34160 ft-# 34768 ft-# ...........FACTOR OF SAFETY = 3.20-150W 3.26 MICHAEL MOONEY Title : BOTH SIDES ? 1,2 --->> CIVIL ENGINEER Scope : 4a= -lbs PLYWOOD GRADE: GRADE: RCE 20647 Number: I:1, STR II:2 --->> 2 5A MADRONE AVE, OROVILLE CA Misc NAIL SIZE: SIZE: @ Right Side of Wall 1916-533-2131 Dsngr : 8 Date:.21-Oct-92 ------------------------------------------------------------------------- .3125", .375", .50", .594" ---» SHEAR WALL DESIGN & ANALYSIS Z� I ---------PLYWOOD ------------------------------------------- DESCRIPTION >> G. ` S vJ S rt T- \ 9- ------Page- >> 1,c � -- --,> Ov 6.125 ft ------------------------------- LOADS ---------------------------------- 1.5 in WALL HEIGHT = LATERAL: ft SEIS. FACTOR FOR WALL WT= #1 : LAT. SHEAR APPLIED TO WALL= 281 plf x Length =172.1.12 lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL Area @ Left = lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #5 : MOMENT APPLIED @ TOP OF WALL @ Right : = ft-# Load X -Left X -Right VERTICAL: ------- ------ ------- #1 : CONCENTRATED = 774 lbs ft #2 : CONCENTRATED = 597 lbs 6.125 ft #3 : CONCENTRATED = lbs ft #1 : UNIFORM = 387 plf ft #2 : UNIFORM = plf ft DESIGN DATA PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 1,2 --->> 1 4a= -lbs PLYWOOD GRADE: GRADE: STR I:1, STR II:2 --->> 2 U NAIL SIZE: SIZE: @ Right Side of Wall 6d, 8d, 10d --->> 8 « -- SHEATHING THICKNESS: .3125", .375", .50", .594" ---» 0.5 Sill Attachment... STUD SPACING SPACING = 16 in WALL LENGTH = 6.125 ft LEAST DIM. OF END POST = 1.5 in WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= WALL WEIGHT = 17 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio=1.30612 Area @ Left = 0.248 in -2 Shear @ Left ------------------------------- SUMMARY -------------------------/---- USE.......... 0.5 in Plywood Applied To --->> 1 Side/s Required Nail Size = 8 d Req'd Nail Spacing = 4 in Req'd Field.Spacing= 12 in Shear Wall Capacity = 380 plf x # of Sides = 380.00 plf Actual Total Shear = 1721.125 l.bs Required = 281.00 plf UPLIFT CHECK Moments about lower: ..Left.. ..Right.. Overturning Moment on Wall = 13769 ft-# 13769 Resisting Moment From Vert. Loads = 13467 ft-# 14551 Uplift @ End w/o D.L. reductions = lbs 4a= -lbs (No Holdown Needed) @ Left Side of Wall Capacity = lbs U @ Right Side of Wall Capacity = -t2W lbs Hal Sill Attachment... (_2-) -or.- 5/8,_' Agg aO1t c FOOTING DESIGN..... Reinf. Area @ Left = 0.248 in -2 Shear @ Left OK @ Right = 0.248 @ Right : OK ---------------------------- )--,w0 --4------------------------------ MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647Number: 5A MADRONE AVE OROVILLE CA Misc 1916-533-2131 Dsngr : Date:21-Oct-92 ----------------------------------------------------------------------- PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page -�VA I FOOTING SIZE LEFT OF WALL = 4 ft CONCRETE WEIGHT = 145 pcf Wall Length = 6.125 ft REBAR COVER = 3.25 in RIGHT OF WALL = 2.67 ft f'c _ 2,000 ------- Fy = 40,000 Overall Length = 12.795 ft MIN..As % = 0.0014 FOOTING WIDTH = 1 ft Total Vert Loads= 7,357 lbs THICKNESS = 18 in Kern Distance = 2.13 ft Lateral Load Applied Toward ----->>> Left Right Ecc. of resultant @ footing CL = -1.88 ft 2.56 ft Soil Presure @ LEFT Side of Footing = 11083 psf psf Soil Presure @RIGHT Side of Footing = 67 psf 1,279 psf Mn @ Left Face Of. Wall = 6216.6 ft-# 2.027.3 ft-# Mn @ Right Face Of Wall = 1081.4 ft-# 3030.7 ft-# vu/.85 @ 'd' from Left Face Of Wall = 11.80 psi 4.15 psi vu/.85 @ 'd' from Right Face Of Wall = 1.14 psi 6.31 psi Allowable Shear = 89.4 psi 89.4 psi Overturning Moment = 16351 ft-# 16351 ft-# Resisting Moment = 49568 ft-# 44568 ft-# ...........FACTOR OF SAFETY = 3.03 ft-# 2.73 MICHAEL MOONEY Title : 1,2 ---» 1 Actual Total Shear = CIVIL ENGINEER Scope : I:1, STR II:2 ---» 2 about lower: RCE 20647 Number: 6d, 8d, lod --->> 8 8992 5A MADRONE AVE, OROVILLE CA Misc . .50", .594" --->> Date:21-Oct-92 ft-# 6120 1916-533-2131 Dsngr : WALL LENGTH = 4 ft ---------------------------------------------------- PLYWOOD SHEAR WALL ------------------ ANALYSIS Page ---- -�----- Cr' W -DESIGN -& - a) \ ��- WALL WEIGHT = DESCRIPTION >> psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio= >> UK cl'-j L \ til cw a�- ------------------------------- LOADS ---------------------------------- LATERAL: #1 : LAT. SHEAR APPLIED TO WALL= 281 plf x Length = 1124 lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #5 : MOMENT APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------- ------ ------- #1 CONCENTRATED = 484 lbs ft #2 CONCENTRATED = 774 lbs 4 ft #3 CONCENTRATED = lbs ft #1 UNIFORM = 387 plf ft #2 UNIFORM = plf ft DESIGN DATA PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 1,2 ---» 1 Actual Total Shear = PLYWOOD GRADE: GRADE: STR I:1, STR II:2 ---» 2 about lower: NAIL SIZE: SIZE: ..Right.. 6d, 8d, lod --->> 8 8992 SHEATHING THICKNESS: THICKNESS: .3125"1 .375", .50", .594" --->> 0.5 ft-# 6120 STUD SPACING SPACING = 16 in WALL LENGTH = 4 ft LEAST DIM. OF END POST = 1.5 in WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= WALL WEIGHT = 17 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio= 2 ------------------------------- SUMMARY ------------------------------ USE .......... 0.5 in Plywood Applied To --->> 1 Side/s Required Nail Size = 8 d Req'd Nail Spacing = 4 in Req'd Field Spacing= 12 in Shear Wall Capacity = 380 plf x # of Sides = 380.00 plf Actual Total Shear = 1124 lbs Required = 281.00 plf UPLIFT CHECK Moments about lower: ..Left.. ..Right.. Overturning Moment on Wall = 8992 ft-# 8992 Resisting Moment From Vert. Loads = 7280 ft-# 6120 Uplift @ End w/o D.L. reductions = 718.0 lbs 428.0 lbs L-7 - \q 1 Z So Use Simpson HOW @ Left Side of Wall : Capacity = lbs Use Simpson ROM @ Right Side of Wall : Capacity = lbs LTT- t G l 2so Sill Attachment..... TT a 3S` =eh Ba -e� 5/8" Anchor Bolt 4 - FOOTING DESIGN..... Reinf. Area @ Left = 0.248 in"2 Shear @ Left OK @ Right = 0.248 @ Right : OK C 21 tJ <i QZa ---------------------------------------------------------------------- MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . 1916-533-2131 Dsngr : Date:21-Oct-92 ------------------------------------------------------------ PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page ---------------------------------------------------------------------- FOOTING SIZE : LEFT OF WALL 1 ft CONCRETE WEIGHT = 145 pcf Wall Length = 4 ft REBAR COVER = 3.25 in RIGHT OF WALL = 4 ft f'c = 2,000 Overall Length = 9 ft FOOTING WIDTH = l ft THICKNESS = 18 in Lateral Load Applied Toward ----->>> Ecc. of resultant@ footing CL Soil Presure @ LEFT Side of Footing. Soil Presure @ RIGHT Side of Footing Mn @ Left Face Of Wall Mn @ Right Face Of Wall vu/.85 @ 'd' from Left Face Of Wall vu/.85 @ 'd' from Right Face Of Wall Allowable Shear Overturning Moment Resisting Moment ...........FACTOR OF SAFETY Fy = 40,000 MIN. As o = 0.0014 Total Vert Loads= 5,308 lbs Kern Distance = 1.50 ft Left Right psi _ -2.85 ft 1.17 ft = 2,144 psf 128 psf = psf 1,051 psf 956.9 ft-# 62.3 ft-# 609.0 ft-# 5687.7 ft-# psi psi 4.51 psi 10.89 psi 89.4 psi 89.4 psi 10678 ft-# 10678 ft-# 19439 ft-# 28329 ft-# 1.82 ft-# 2.65 c2 &'TA tjC=� S 4 , �kf k (- ilk Le m /r-R-Rti SC�tZx� Q S � 2�} 4x cl ocf -2.91 n 5-�� = t Lo -7 44- �.�z��zz�= z12� 4. z SS - Z3y f -tea 4- d f, 2'Lc- - 2 ^7 9 9 J11 a LU1z �4S x --?'Z -L 'S - Z2I< I Lt S I (,s / A. V,1 I Vic �T v\6 = 2.41 1<, Ci LA,- co", ti `1 t()Ls S PL lG�S 10816 / til x 4/3 , 5� f_�✓��. C 1Pi1 i e EJ �� S�L(c \44 lL",/vJ 1 UOSILn x Hh3 = (3 -to � I "u �Ls= 76P R. k� -- `'-��`rD Iry L -Ts 510 X `'13 x /-2!S7 ,t_ 3 A 3 QAC �?,Zl '079 u-tJ �m s al �1. S :S�N 9S I l ab 1 -D,;3Z tC;3s Z�b - cl'�')Zb -b� o b(Q' n 'J'L.1-'*$o'� Ls x3-�'1� -DLI y-2 L-, y 3,7'S ��� AVO LS �) LL- ' - :�- _ /'A )o" STWM UN7 I LZ �C-L 3100 �t �z = loC) w rI P, GCJY3 wMal ti Lo -k- 3H 6 X09 PZ : 3 ccs 1� (>> 5.2S -d 37 a_ Cato -_s (�,s ij0 1u -C.-) 106w tj 233 ol -4. "uo isit« �l�CS PC, S. 17 .5-' l e�:, z3 s � z x 38,7 , 4— P�.R tIOL A 2JD Syj © `2- Cu �. PZ : 3 ccs 1� (>> 5.2S -d 37 a_ Cato -_s (�,s ij0 1u -C.-) 106w tj 233 ol -4. "uo isit« �l�CS PC, S. 17 .5-' l e�:, z3 s � z x 38,7 , 4— P�.R tIOL A 2JD MICHAEL MOONEY Title : BOTH SIDES ? 1,2 --->> CIVIL ENGINEER Scope : PLYWOOD GRADE: GRADE: RCE 20647 Number: I:1, STR II:2 --->> 2 5A MADRONE AVE, OROVILLE CA Misc . NAIL SIZE: 1916-533-2131 Dsngr : 8 Date:22-Oct-92 ------------------------------------------------------------------------ .3125", .37511, .5011, .594" --->> WALL DESIGN &-ANALYSISPage I -------------------PLYWOOD-SHEAR -------- �_ ------------ DESCRIPTION >> 2.75 ft ------------------ ---- OADS -------------------------- WALL HEIGHT = LATERAL: ft SEIS. FACTOR FOR WALL WT= #1 : LAT. SHEAR APPLIED TO WALL= 2.33 plf x Length = 640.75 lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #5 : MOMENT APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------- ------ ------- #1 : CONCENTRATED = 3,100 lbs ft #2 : CONCENTRATED = 609 lbs 2.75 ft #3 : CONCENTRATED = lbs ft #1 UNIFORM = 387 plf ft #2 UNIFORM = plf ft DESIGN DATA PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 1,2 --->> 1 PLYWOOD GRADE: GRADE: STR I:1, STR II:2 --->> 2 « -- NAIL SIZE: 6d, 8d, 10d --->> 8 SHEATHING THICKNESS: THICKNESS: .3125", .37511, .5011, .594" --->> 0.5 STUD SPACING SPACING = 16 in WALL LENGTH = 2.75 ft LEAST DIM. OF END POST = 1.5 in WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= WALL WEIGHT = 17 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio=2.90909 ---------------------------- SUMMARY ------------------------------I USE.......... 0.5 in Plywood Applied To --->> 1 Side/s Required Nail Size =-8 d Req'd Nail Spacing = 6 in '=•�J Req'd Field Spacing= 12 in Shear Wall Capacity = 260 plf x # of Sides = 260.00 plf'i Actual Total Shear = 640.75 lbs Required = 233.00 plf' UPLIFT CHECK Moments about lower: ..Left.. ..Right.. Overturning Moment on Wall = 5126 ft-# 5126 Resisting Moment From Vert. Loads = 3652 ft-# 10503 Uplift @ End w/o D.L. reductions = (No Holdown Needed) Use Simpson LTI� Sill Attachment..... lbs 535.9 lbsl @ Left Side of Wall : Capacity = lbs @ Right Side of Wall : Capacity = 147:0 lbs 1 Z -13D Usk /'c -gitr 5/8" Anchor Bolt -Fft� or --3y ""A-iehcT -Boit--@--o-f�- FOOTING DESIGN..... Reinf. Area @ Left = 0.248 in"2 Shear @ Left OK @ Right = 0.248 @ Right : OK C 1 Q� 4 s MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . 1916-533-2131 Dsngr : Date:22-Oct-92 --PLYWOOD-SHEAR-WALL-DESIGN-&-ANALYSIS----------Page _ ,l ----------------- FOOTING SIZE LEFT OF WALL = •1 ft CONCRETE WEIGHT = 145 pcf Wall Length = 2.75 ft REBAR COVER = 3.25 in RIGHT OF WALL = 2.5 .ft f'c = 2,000 Overall Length = 6.25 ft FOOTING WIDTH = 1 ft THICKNESS = 18 in Fy = 40,000 MIN. As % = 0.0014 Total Vert Loads= Kern Distance = Lateral Load Applied Toward ----->>> Left Ecc. of resultant @ footing CL _ -2.06 ft Soil Presure @ LEFT Side of Footing = 4,055 psf Soil Presure @ RIGHT Side of Footing = psf Mn @ Left Face Of Wall = 1905.4 ft-# Mn @ Right _Face Of Wall = 380.6 ft-# vu/.85 @ 'd' from Left Face Of Wall = psi vu/.85 @ 'd' from Right Face Of Wall = 1.48 psi Allowable Shear = 89.4 psi Overturning Moment = 6087 ft-# Resisting Moment = 13048 ft-# ...........FACTOR OF SAFETY = 2.14 ft-# 6,507 lbs 1.04 ft Right -0.18 ft 1,225 psf' 857 psf 530.4 ft-# 2826.1 ft-# psi 3.35 psi 89.4 psi 6087 ft-# 27619 ft-# 4.54 MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . 1916-533-2131 Dsngr : Date:22-Oct-92 --------------------------------------------------------------------- PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page ---------------------------------------------------------------------- DESCRIPTION >> 5110" SHEAR WALL >> FRONT RIGHT ------------------------------- LOADS -------------------- -------------- LATERAL: #1 LAT. SHEAR APPLIED TO WALL= 233 plf x Length =1358.39 lbs #2 LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 STRUT FORCE APPLIED TO TOP OF WALL = lbs #4 STRUT FORCE APPLIED TO TOP OF WALL = lbs #5 MOMENT APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------- ------ ------- #1 : CONCENTRATED = 1,016 lbs ft #2 : CONCENTRATED = 3,100 lbs 5.83 ft #3 : CONCENTRATED = lbs ft #1 : UNIFORM = 387 plf ft #2 : UNIFORM = plf ft DESIGN DATA PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 1,2 --->> 1 PLYWOOD GRADE: GRADE: STR I:1, STR II:2 --->> 2 NAIL SIZE: SIZE: 6d, 8d, 10d --->> 8 SHEATHING THICKNESS: THICKNESS: .3125", .375", .5011, .594" --->>. 0.5 STUD SPACING SPACING = 16 in WALL LENGTH = 5.83 ft LEAST DIM. OF END POST = 1.5 in WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= WALL WEIGHT = 17 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio=1.37221 ------------------------------- SUMMARY ------------------------------ USE ......... ---USE.......... 0.5 in Plywood Applied To --->> 1 Side/s Required Nail Size = d, Req'd Nail Spacing = 6 in lanJ Req'd Field Spacing= 12 in Shear Wall Capacity = 260 plf x # of Sides = 260.00 plf' Actual Total Shear = 1358.39 lbs Required = 233.00 plf' UPLIFT CHECK Moments about lower: ..Left.. ..Right.. Overturning Moment on Wall = 10867 ft-# 10867 Resisting Moment From Vert. Loads = 26961 ft-# 14811 Uplift @ End w/o D.L. reductions = lbs lbs (No Holdown Needed) @ Left Side of Wall : Capacity = lbs (No Holdown Needed) @ Right Side of Wall : Capacity = lbs Sill Attachment..... C-2>5/811 Anchor Bolt& -4,k-c 0�---3f4-''-Prnehe�-Belem —4S-.--�S FOOTING DESIGN..... Reinf. Area @ Left = 0.248 in -2 Shear @ Left OK @ Right = 0.248s @ Right : OK -Z-) Nb --------------------------- -------------------------------------------- MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . Date:22-Oct-92 1916-533-2131 Dsngr : ---------------� ------- ------ PLYWOOD SHEAR ----- ------- WALL DESIGN --------- & ANALYSIS Page 2� ------------------------------------------------------------------------ FOOTING SIZE : LEFT OF WALL = 2.5 ft CONCRETE WEIGHT = 145 pcf Wall Length = 5.83 ft REBAR COVER = 3.25 in RIGHT OF WALL = 1 ft f'c = 2,000 ------- Fy = 40,000 Overall Length = 9.33 ft MIN. As % = 0.0014 FOOTING WIDTH = 1 ft Total Vert Loads= 9,194 lbs THICKNESS = 18 in Kern Distance = 1.56 ft Lateral Load Applied Toward ----->>> Left Right Ecc. of resultant @ footing CL = -0.16 ft 2.65 ft Soil Presure @ LEFT Side of Footing = 1,086 psf psf Soil Presure @ RIGHT Side of Footing = 885 psf 3,040 psf Mn @ Left Face Of Wall = 2812.7 ft-# 951.6 ft-# Mn @ Right Face Of Wall = 122.6 ft-# 1239.4 ft-# vu/.85 @ 'd' from Left Face Of Wall = 4.42 psi 1.48 psi vu/.85 @ 'd' from Right Face Of Wall = psi psi Allowable Shear = 89.4 psi 89.4 psi Overturning Moment = 12905 ft-# 12905 ft-# Resisting Moment = 54340 ft-# 31443 ft-# ...........FACTOR OF SAFETY = 4.21 2.44 0U-- 6V- MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc 1916-533-2131 Dsngr : Date:2.2-Oct-92 ----------------------------------------------------------------------- PLYWOOD SHEAR WALL DESIGN ------------------------------------------------------------------------ & ANALYSIS Page 1� Izq DESCRIPTION >> 61SHEAR WALL >> FRONT RIGHT ------------------------------- LOADS ---------------------------------- LATERAL: #1 : LAT. SHEARAPPLIED TO WALL= 233 plf x Length = 1398 lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = lbs. #4 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #5 : MOMENT APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------- ------ ------- #1 : CONCENTRATED = 630 lbs ft #2 : CONCENTRATED = 1,016 lbs 6 ft #3 : CONCENTRATED = lbs ft #1 : UNIFORM = 387 plf ft #2 : UNIFORM = plf ft DESIGN DATA PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 1,2 --->> 1 « -- PLYWOOD GRADE: STR I:1, STR II:2 --->> 2 NAIL SIZE: SIZE: 6d, 8d, 10d --->> 8 SHEATHING THICKNESS: THICKNESS: .3125", .375", .50", .594" --->> 0.5 STUD SPACING SPACING = 16 in WALL LENGTH = 6 ft LEAST DIM. OF END POST = 1.5 in WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= WALL WEIGHT = 17 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio=1.33333 ------------------------------- SUMMARY ------------------------------ USE .......... 0.5 in Plywood Applied To --->> 1 Side/s Required Nail Size = Req'd Nail Spacing =� Req'd Field Spacing= 12 in Shear Wall Capacity = 260 plf x # of Sides = 260.00 plf Actual Total Shear = 1398 lbs Required = 233.00 plf UPLIFT CHECK Moments about lower: ..Left.. ..Right.. Overturning Moment on Wall = 11184 ft-# 11184 Resisting Moment From Vert. Loads = 15510 ft-# 13194 Uplift @ End w/o D.L. reductions = lbs lbs' (No Holdown Needed) @ Left Side of Wall : Capacity = lbs (No Holdown Needed) @ Right Side of Wall : Capacity = lbs Sill Attachment., �Z 5/8" Anchor Bolt o FOOTING DESIGN... Reinf. Area @ Left = 0.248 in -2 Shear @ Left OK @ Right = 0.248S @ Right : OK --------------------------�� ---------------------------------------- MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . 1916-533-2131 Dsngr : Date:22-Oct-92 --------------------------- --------------------------------------------- PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page ------------------------------------------------------------------------ FOOTING SIZE LEFT OF WALL = 1.5 ft CONCRETE WEIGHT = 145 pcf Wall Length = 6 ft REBAR COVER. = 3.25 in RIGHT OF WALL 2.5 ft f'c = 2,000 Overall Length = 10 ft FOOTING WIDTH = 1 ft THICKNESS = 18 in Lateral Load Applied Toward ----->>> Ecc. of resultant @ footing CL Soil Presure @ LEFT Side of Footing Soil Presure @ RIGHT Side of Footing Mn @ Left Face Of Wall Mn @ Right Face Of Wall vu/.85 @ 'd' from Left Face Of Wall vu/.85 @ 'd' from Right Face Of Wall Allowable Shear Overturning Moment Resisting Moment ...........FACTOR OF SAFETY Fy = 40,000 MIN. As o = 0.0014 Total Vert Loads= 6,959 lbs Kern Distance = 1.67 ft Left Right _ -2.09 ft 1.73 ft = 1,592 psf psf = psf 11419 psf = 1538.7 ft-# 282.6 ft-# = 506.1 ft-# 3950.6 ft-# = psi psi = 1.48 psi 5.90 psi = 89.4 psi 89.4 psi = 13281 ft-# 13281 ft-# = 33561 ft-# 36029 ft-# = 2.53 ft-# 2.71 NDTE ed -IIrt---------------------- �eepe--t---------------------------- 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc 1916-533-2131 Dsngr : Date:22-Oct-92 ---------------------------------------------------------------------- PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page -----------------------------------------------------------------------�/Z� DESCRIPTION >> 61SHEAR WALL >> FRONT RIGHT ------------------------------- LOADS ---------------------------------- LATERAL: #1 : LAT. SHEAR APPLIED TO WALL= 233 plf x Length = 699 lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #5 : MOMENT,APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------- ------ ------- #1 : CONCENTRATED = 4,819 lbs ft #2 : CONCENTRATED = 630 lbs 3 ft #3 : CONCENTRATED = lbs ft #1 UNIFORM = 387 plf ft #2 UNIFORM = plf ft DESIGN DATA PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 1,2 --->> 1 «-- PLYWOOD GRADE: STR I:1, STR II:2 --->> 2 «-- NAIL SIZE: in 6d, 8d, lod --->> 8 «-- SHEATHING THICKNESS: .3125", .37511, .50", .594" --->> 0.5 «-- STUD SPACING = 16 in WALL LENGTH = 3 ft LEAST DIM. OF END POST = .1.5 in WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= WALL WEIGHT = 17 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio=2.66666 1VI USE.......... 0.5 in Plywood Applied To --->> 1 Side/s Required Nail Size = 8 d Req'd Nail Spacing = 6 in Req'd Field Spacing= 12 in Shear Wall Capacity = 260 plf x # of Sides = 260.00 plf Actual Total Shear = 699 lbs Required = 233.00 plf' UPLIFT CHECK Moments about lower: ..Left.. Overturning Moment on Wall = 5592 ft-# 5592 Resisting Moment From Vert. Loads = 4244 ft-# 16811 Uplift @ End w/o D.L. reductions = lbs 449.5 lbsl (No Holdown Needed) @ Left Side of Wall : Capacity = lbs Use Simpson @ Right Side of Wall : Capacity =-197a--lbs, L-TT1� 12-SZD Sill Attachment..... (j 5 "-Rftec FOOTING DESIGN..... Reinf. Area @ Left = 0.248 in -2 Shear @ Left OK @ Right = 0.248 s @ Right : OK MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . 1916-533-213.1 Dsngr : Date:22-Oct-92 ------------------------------------------------------------- PLYWOOD SHEAR WALL DESIGN &ANALYSIS ----------Page - Z� ---------------------------------------------- - FOOTING SIZE LEFT OF WALL = 1 ft � CONCRETE WEIGHT = 145 pcf Wall Length = ft REBAR COVER = 3.25 in RIGHT OF WALL = 1.5 ft f'c = 2,000 Overall Length = 5.5 ft FOOTING WIDTH. = 1 ft THICKNESS = 18 in Lateral Load Applied Toward ----->>> Ecc. of resultant @ footing CL Soil Presure @ LEFT Side of Footing Soil Presure @ RIGHT Side of Footing Mn @ Left Face Of Wall Mn @ Right Face Of Wall vu/.85 @ 'd' from Left Face Of Wall vu/.85 @ 'd' from Right Face Of Wall Allowable Shear Overturning Moment Resisting Moment ...........FACTOR OF SAFETY Fy = 40,000 MIN. As % = 0.0014 Total Vert Loads= 8,214 lbs Kern Distance = 0.92 ft Left Right _ -1.79 ft -0.17 ft. = 5,686 psf 1,771 psf = psf 1,216 psf _ 2716.3 ft-# 838.4 ft-# = 228.4 ft-# 1396.9 ft-# = psi psi = psi psi = 89.4 psi 89.4 psi = 6641 ft-# 6641 ft-# = 14551 ft-# 30627 ft-# = 2.19 4.61 0 ov LeAukl I t ,C -71,4-00L 1 iL u rS t AA P 6,UkA5 QD s to 11/� If "�3= 2 �� dA MICHAEL MOONEY Title : mit 2c� CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE.CA Misc : 1916-533-2131 Dsngr : Date:21-Oct-92 -------------------------------------------------------------------g-- GENERAL TIMBER BEAM ANALYSIS & DESIGN Page9-1 ------------------------------------------------------------------------ < <e c.�.t C� �c �: tea. c DESCRIPTION >> 3 �� y l2 U to U. tN r 0 2r� ---------- BEAM DATA ------------- ---------- DESIGN DATA ---------- TIMBER SECTION =-------- LOAD DURATION FACTOR= 1 BEAM WIDTH = 3.125 in USE BEAM WEIGHT ? N y/n BEAM DEPTH = 12 in REDUCE SHR BY 'd' ? Y y/n LAMINATION THICKNESS = 1.5 in Fb - BENDING = 2400 psi' --------- END CONDITIONS -------- Fv - SHEAR = 165 psi' FIXITY CODE ----->>. 1 << Fc - BEARING = 650 psi 1=Pin/Pin, 2=Fix/Fix ELASTIC MODULUS =1800000 psi 3=Fix/Pin, 4=Pin/Fix BEAM DENSITY = 33 pcf 5=Fix/Free ---------- SPAN DATA ------------- -------- UNBRACED LENGTHS --=---- CENTER SPAN = 11.5 ft Le : CENTER SPAN = ft LEFT CANTILEVER = ft Le : LEFT CANT. = ft RIGHT CANTILEVER = ft Le : RIGHT CANT. = ft ------------------------------ APPLIED LOADS --------------------------- ........ Use '-' distances for left cantilever ! ......Uniform........ @ Center: .................. Trapezoidal ................. Dead = 410 plf Live = 344 plf Dead @ Left = plf @ Left Cant: @ Right= plf Dead = plf Live @ Left = plf Live = plf @ Right= plf @ Right Cant: ...X -Left = ft Dead = plf ...X -Right = ft Live = plf ........... ..... Concentrated ..... ..... ..... ...... Dead = lbs Live = lbs Dist. = ft ............ .......... Applied Moments .... ...... ...... ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6.. .#7.. ..#8.. Dead = in-# Live = in-# Dist = ft ---------------------------- SUMMARY ------------------------------- USING: 3.125" x 12.00" Beam, Bending = 83.1%, Shear = 86.60% Reactions: Dead Max. Max. M+@ 5.8 ft = 12.4645 ft -k Left = 2.36 4.34 k Max. M-@ ft = ft -k Right = 2.36 4.34 k Max @ Left = ft -k Deflections: Max @ Right = ft -k Center. _ -0.20 -0.37 in Max. Allow Moment = 15 ft -k ...L/Deft.= 693 377 ...Dist. = 5.75 5.75 ft fb : Max. Actual = 1,994 psi Left = in Fb : Allowable = 2,400 psi ..L/Deft.= fv : Max. Actual = 142.9 psi Right in FV : Allowable = 165.0 psi ...L/Defl.= Max. Shear @ Left = 4.3355 k Max. Shear @ Right = 4.3355 k Ck = .811(E/Fb)".5= 22.21 Sxx - Supplied = 75.0 in -3 Cs = (LeD/B"2)-.5 = MICHAEL MOONEY Title : ..#4.....#5..•..#6..•..#7.. CIVIL ENGINEER Scope : Dead = 387 RCE 20647 Number: Live = 344 5A MADRONE AVE, OROVILLE CA Misc . plf @ Left Cant: 1916-533-2131 Dsngr : Date:22-Oct-92 Dead = -----------------------------------------------------------------------_ GENERAL TIMBER BEAM ANALYSIS & DESIGN Page(;Z ----------------------------------------------------------------------- DESCRIPTION >> GARAGE HEADER 16 FEET ,r S ` 0 /\ /2 /�/ i U (� 1.� - Y2,1 >> SPAN ...X -Left = ft Dead = ---------- BEAM DATA ------------- ---------- DESIGN DATA ---------- Live = TIMBER SECTION = ---- LOAD DURATION FACTOR= 1 BEAM WIDTH = 5.125 in USE BEAM WEIGHT ? N y/n BEAM DEPTH = 12 in REDUCE SHR BY 'd' ? Y y/n LAMINATION THICKNESS Fb - BENDING Fv - SHEAR Fc - BEARING ELASTIC MODULUS BEAM DENSITY ---------- SPAN DATA CENTER SPAN LEFT CANTILEVER RIGHT CANTILEVER 1.5 in 2400 psi = 165 psi 650 psi =1800000 psi 33 pcf ------------- 16 ft ft ft --------- END CONDITIONS FIXITY CODE ----->> 1=Pin/Pin, 2=Fix/Fix 3=Fix/Pin, 4=Pin/Fix S=Fix/Free -------- UNBRACED LENGTHS Le : CENTER SPAN = Le : LEFT CANT. _ Le : RIGHT CANT. _ APPLIED LOADS ft ft ft ........ Use '-' distances for left cantilever ! ............#1..•..#2.....#3.. ..#4.....#5..•..#6..•..#7.. ....Uniform........ �@ Center: .................. Trapezoidal ................. Dead = 387 plf Live = 344 plf Dead @ Left = plf @ Left Cant: @ Right= plf Dead = plf Live @ Left = plf Live = plf @ Right= plf @ Right Cant: ............ ...X -Left = ft Dead = plf ...X -Right = ft Live = plf ..#4.. ..#5.. ..#6.. ...#7.. ..#8.. Concentrated ..... •••••• ............#1..•..#2.....#3.. ..#4.....#5..•..#6..•..#7.. ..#8.. Dead = lbs Live = lbs Dist. = ft ............ .... .... Applied Moments .... ..... ..... ...... ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6.. ...#7.. ..#8.. Dead = in-# Live = in-# Dist = ft ---------------------------- SUMMARY ------------------------------- USING: 5.125" x 12.00" Beam, Bending = 95.1%, Shear = 75.38% Reactions: Dead Max. Max. M+@ 8.0 ft = 23.392 ft -k Left = 3.10 5.85 k Max. M-@ 16.0 ft = ft -k Right = 3.10 5.85 k Max @ Left = ft -k Deflections: Max @ Right = ft -k Center. _ -0.43 -0.81 in Max. Allow Moment = 24.6 ft -k ...L/Defl.=. 447 237 ...Dist. = 8.00 8.00 ft fb : Max. Actual = 21282 psi Left = in Fb : Allowable = 2,400 psi ..L/Deft.= fv : Max. Actual = 124.4 psi Right = in Fv : Allowable = 165.0 psi ...L/Deft.= Max. Shear @ Left = 5.848 k Max. Shear @ Right = 5.848 k Ck = .811(E/Fb)".5= 22.21 Sxx - Supplied = 123.0 in"3 Cs = (LeD/B 2)".5 = MICHAEL MOONEY Title : CIVIL ENGINEER Scope.: RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . Date:22-Oct-92 1916-533-2131 Dsngr : ----------------------------------------------------------------- GENERAL TIMBER BEAM ANALYSIS & DESIGN Page ---_ ---------------------------------------------------------------- REQUIRED Sxx & Area ------ ------- ALLOWABLE STRESSES ------ Max. Center Mom = 23.4 ft-k 'Center Fb Fv ksi ....Sxx Req'd = 117.0 in"3 Span =. 2.40 Max. Left Mom = ft-k Left Support = 2.40 0.17 ksi ....Sxx Req'd = in"3 Right Support= 2.40 0.17 ksi Max. Right Mom = 0.0-ft-k ....Sxx Req'd = 0.0 in-3 ---------- QUERY VALUES--------- Design Shear @ Left = 7.6 kips Left Center Right ..Area Req'd = 46.4 in-2 Dist. = ft Design Shear @ Right = 7.6 kips Shear = 5.85 k ....Area Req'd = 46.4 in-2 Moment= ft-k Defl = in Brg Req'd @ Left = 1.76 in ...... Live Load Location ....... Brg Req'd @ Right = 1.76 in @ LEFT CANT. ? Y y/n Camber @ Left = in @ CENTER SPAN ? Y y/n @ Center = -0.64 in @ RIGHT CANT. ? Y y/n @ Right = in--------------------------------- RESIDENTIAL _ 036-800-068 PERMIT#94-1664 MARTIN, FRIEDA 118 HART LN . , OROV ILLS , CONV PORT GARAGE TO BEDROOM/SF j JOB FINALED (Date) -_ Signature J=OK o O = Not OKNot = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 7. Well Clearance & Disconnect 1. Zoning Requirements -Setbacks -Easements 8. Utility Clearance 2. Soils; Special MH Support Sketch 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete MISCELLANEOUS Date 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-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, Distances-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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (; = Date UNDERFLOOR (Plans) OK except ti's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Fig., 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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 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 ti's 16. Water Htr.: Vent -Access -Combustion Air -Baffle -------- ---- - ---- --------------------------- 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.;- Test-Fittin s & Anchor -Nail Protection ----------------------- ------------------- 19. Shower Pan: Test, First Floor -Tub Access ---- -------------------------------------------- 20. Test Tub & Shower, Second Floor -Tub Access ------------------------------------------------ -- 21. Gas Pipe: Size & Anchors -------------------------------------------------------------------- - Date Card B-1 Date Card B-1 --------------------- ----------------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except h's 22. Fixture & Transformer Clearance -Ins. Protection --------------------- ------------------------------------------------ 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- --------------------------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled ------------------------------------ - ------- - ---------------------- ------ ---- 25. Romex Installed Close to Edge of Studs & C.J. --- --------------------------- ----------------------------------------- 26. ---------------- 26. Equip. Ground made u w/Meth. Fasiners-Bond Gas & Water ------- ----------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor SizerGFI --------- ----------------------------------- ------------- 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or .41 - ------ -------------------------------------------- 29. Range Circ. ! / ga. Cu or AI -Oven Circ. / ! ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ----- ---------------------------- ---------------------- 30. Service -Riser Conductors & Ground -Main- - Disconnect- ----------- ------------- 31 Equip. ---- ---------------- q p. Clearances Panels-Motors-Mech. Equip. ------ ----- ------ --- ------------------ --- ----- - - - - - - - 32. Clothes Closet Light -Shower Light -Spa Light - - - -- - - -- -- --------------------------- 33. Smoke Detector -------------------------- -------------------------------------------------------- Date -------------------------------------------------- Date Card B-1 Date Card B-1 ------------------ - - ----------------------------------------------- ---------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ti's 34. A.C. Ducts Insulation & Support --------------------------------------------------------- 35. ------------------------------------------------- 35. Vent Fan: Exhaust above insulation --------------------- 36. Condensate Drain & Overflow: Size & Grade ------------------------------- ------- ------- .-. --- ._ 37. Furnance-Vent: Access -Comb. Air -Return -Air Vent -115 outlet ----------- --- ------ -- -------------------------------------- - -- 38. Attic Access & Platform if Furnance in Attic -------------------- ------ --- ----- -- ----------------- - ----------------- Date Card B-1 Date Card B-1 Date Card B-1 Date CardB-1 Date FRAMING iPlans) OK except h's 39. Sils. Proper Material & Anchors ------ ------- ----------------------------------------------------------- -- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------ ------------------------------- ------------------------------ 41. Bearing Walls over Girders & Floor Nailing --------------------------------------------------------- ------ 42. Draft Stop in Walls (rat proof) ------ ------------------------------------------------------------- 43. Fire -Stcps:- -Furred- Ceilings -Stairs -Chases -Tub- ----------- ---------------------- --------------------- 44. Headers & Beam -Size & Bearing 'ingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing 51. Property Line Firewall & Openings ------------------------ - - 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53 Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts ____________ 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows --------------------------------- - Date ________ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ti's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector -------------------------- -- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection 64. Bedroom Exiting 65. G F.I_& Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. ------ --------------------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance -- 71.-Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection ------------ --------------------- -- - 75. Plb.. Elec. & Mech. Equip. Listed for Location ----------------------------------- 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection -- - ---- ------------------------------- 7 . Insulation -Foam -Looked in Attic ❑ Yes ------------------------------------------- - 78. Guard Rails & Deck Construction -Post Caps --------------------------------------- - 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes . -------------- - - 9 ----------------------- - 80.. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No ------------------ ------ 81. Stucco: Brown -Finish ------------------------------- I --- - 82: A.C. Unit: Disconnect. Electrical, Plumbing - ------------------------ 83. ----------------------83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings - - - - ------------ ----------- ----------- '84. Water Well: Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground 86. Ventilation Throughout House - - --- -------------------------------------- 87. Glass Protection -- ------------------------------------------ 88. Corrections from Previous Inspections ------------------- --------------------------- 89. Gas Test -Meters Tagged: Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval - - - - - ------------------------------ 91. Energy Compliance Certificate -Other Certificates - --- -1 ------------------ ---------- ---------- Date Card B-1 Date Card B-1 ------------- ----- ------------------------- -- ---- Date Card 6-1 Date- Card B-1 ------ ---- ------------------------------ Date Card B -t Date Card B-1 Comments at Final: COUNTY -OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754J� E T No. APPLICATION AND PERMIT jj ASSESSOR PARCEL NUMBER 036-80-0-068 AR ZONING BUILDING PERMIT OWNER �- ` ems/ TELEPHONE 533-9323 SQ. FT. OCC. BUILDING VALUATION 173 M—R 3,460.00 OWNER'S MA -I; DflE - L/ lc� � OROVILLE 95966 CONTRACTOR'S NAMNGE _ TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 40.95 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 118 HART I N PERMIT FEE $ 123.95 OROVITI-E, 95966 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF (ADuplex O Mobilehome ❑ Other , SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W ` 20.00 TYPE OF WORK Yy Ne Addition�Remodel ❑ Utilities ❑ Installation ❑ Other DescribeWor i Iplb T CONV . PORTION OF GARAGE TO BEDR00N1 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 11OV OR LESS Main service 1 2ODA OR LESS ) 23.00 Main Service 1 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. I & ACC. BLDS. ) S 3.50 ST". CONTRACTORS LICENSE LAW I decl a under penalty of perjury (check one) am a licensed under provisions of Chapter 9, Division 3 of the Business and Code and my license is in full force and effect. License No. Classification O I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. 1 BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAG @ I.00 L.Professions Ex. Occup.FIXED APPWS. OR 1 OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. �? I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and. keep harmless the County of Butte against all liabilities, jud mems, costs, and exp sesw ich may in any way accrue against said Cou co equence of t e gr n g of it. Date Signatur6 of Ap icant L,6 Onef"Olvtqfitractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height.Yf— Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. T PE TOTAL FEE $ 123.95 HAZ- F S IMP — F100D CDF — P; / PD ND I u This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ByateReceiptNo. /I 2 �} PERMITEXPIRESON (O TD;el 166863 WHITE-D.D.S.-B.D.CANARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ufJ u•r'y _ _ .�..,.a rik«;�:!ifL�liJh+^✓•ASpT.'•�:T+r.7f�`f�.iN4.r..JNA..�^.,NrpC^e+•w•sT..-.r•^...�y.•��.....w^v.:v �.,si'dn.�.tiLn.,...-ter .e,.. .. , Pr . COUNTY`OF BUTTE -DEPARTMENT OF DE�VEL' PMENT SERVICES -BUILDING DIVISION t 7 COUNTY CENTER DRIVE - OROVILLE, GALIFQP NIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET ,. �1 /!(Gfi ✓ 1, �'1 �� A P No �G- R6(% ' nl Proposed Building Use Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets,,signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . •9. Mobilehome data and manufa curer's installation instructions, 2 sets ........ . 10. Fees of $ � ............ . // / 11. Impact fees as shown on attached schedule. �.�lc d . �. t . .......... . 12. California Department of Forestry plan appl*oval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ...Pr� �eo; r6qu eT 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34 When you issue th^permit, process as follows: Mail to owner. Mail to contractor. _ Telephone nd hold for pickup at OV -0,/ �Q - office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail'"" Counter by _ Date Plans checked by Date Plans approved by Date 9r Sets of plans on hold in File cabinet AP folder Copy -..Department of Public Works G%iii"� --•z, •� Y4 �'�c41�"i'"F;��'':'d�3i'�i�3^'rrscr,�.t��-�y'�sr:xr �;m.Y;��-r+�'r.�.,7•r5c''�„M�. �� �:.a.;ry: ki����•arFr'�?r"g' i C � k BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM • (One Form Per Building) - School District A.P. Number ��h - (� ,�(�Jurisdiction 0 C Property Owner ✓' , /; a r f ! r7 ` Building Department�o. [] County, Y Property Location/Address 11011, Is a r t � h , � i© ✓ i Subdivison Lot No. Residential Development U k.. U LX Sq. Footage No. of Living MHI Addition (Group Units hv, �Or�iQh U �Got Y �L .. 'f � Commercial/Industrial. 0 Sq. FA)e rDp tn1 New Addition ,. (Including Exterior Roofed Areas) I Building De Date 4 �., . District Identification No, o j, k\e e vy, School District certifies that Ti- e k, (Applicant) (Street Address) (Phone Number)' o;11e cla 9 5q 6b (City)ti (State)_ (Zip Code) �S has complied with the requirements of Resolution No. 13 - q`-'0-"3 by payment of $ 2 R's representing _� "1 3 square feet. ❑ Check here if fee received rep sents'hFull Mitigation". School District presentative t Date` y . --- Paid by Check # Sg� , ; Remarks: -13 a aj,-L, - 4- cxl,,-�� µl� Bank Number ` ✓ d �• bS as �,� . ~", �? t Paid by Cash If, 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 mitigate its impact on the school district's schools. White (applicant), Yello-.w,.(building department), Pink (school district) teeiorm.wkl (a/ea) % Point System Summary: Climate Zone 11 - Point Scores 1. Ceiling Insulation or - R -v[ al U-vue 10.0281 D 2. Wall insulation or - R -v 1191 U -value (0.065] 3. Raised Floor insulation or R -value 1191 U -value 10.0371 4. Slab Edge Insulation or R -value 101 F2 factor 10.751 5. Infiltration Any Ducts in Unconditioned Space? ( Y I N) [Y] 6. Fenestration Heat Loss( LL_ Type lJ-value (. J Total % Fenes!'(16J 7. Fenestration Heat Gain - 0% ain%AFnestration SCShade open Elf. % Fe s. Shade Elf. Ratti North x e = 3P1 East x = South X West x ' Skylight ® x Overhangs? (Y / N) air S. Interior Thermal Mass to or v % Esp. Slab (20] Int Mass/CFA 9. Exterior Wail Mass E -Z WaU Masa 10. Heating System "j g x to AAF�U€orHSPF Duct Effic. (1 story: Effective AFUE Zonal Control [78% or 6.81 0.83; 2+ story: 0.881 or HSPF Adjustment (01 11. Cooling System x$061_ _ $� SEER 110.01 Duct Effic. (1 story: Eftecuve SEER Zona4400r d 0.81: 2+ story: 0.871 Adiustrnent (01 12. Water Heating System 1 567 It •31 t -7" Heater Type Energy r Ext Ins. R=value [scsal 1 i (s3] < 'A"1121-- System tt [12}•System 2 Heater Type (None] Fn erpy,Fector IExt. Ings: R•value � ;Ww1s 1. Ceiling Insulation -72 •57 Number of stones -7 R -value One Two *tie - R-0 -74 48 -27 R-19 -5 -4 •2 R-30 -1 -1 0 R-38 0 0 0 2. Wall Insulation 1 1 Shva• Sing*. -58 Family Famiry MuBtl- . R -value Detached.. Attached- _.Famlty R-0 -72 •57 .3 R-11 -7 -6 -4 R•13 -5 -4 -3 R-15 -4 .3 .2 R-19 0 0 0 R-21 1 1 1 3. Raised Floor Insulation Su 1.6 Su 9 Auxiliary Input Distr1 Iavtlation in Floor [None( IST01 Numov of stones R-vmue One Two Thrt R-0 -14 -9 -5 R-11 .3 .2 -t R-19 0 0 0 R-30 2 1 Su 1.6 Su 9 Auxiliary Input Distr1 1.21 Io, : 130 [None( IST01 1.01 to 1.10 Auxivary Input Distribution .81 10 .90 .76 to '.8M U -value .71 .66 .61 .56 to to to to --.75 70 65 --60 Point Total: 50% 4. Slab Edge Insulation Number of Stones R -value One Two Three R-0 0 0 0 R-5 6 4 2 R-7 7 4 2 6. Fenestration Heat Loss S. Infiltration (Duct Air Leakage) Ducts in Unconditioned Space 0 No Outs in Unconartionea Space 3 Total 1.31 ?eicem or lestmnom more 1.21 Io, : 130 1.11 to 1.20 1.01 to 1.10 .91 to 1.00 .81 10 .90 .76 to '.8M U -value .71 .66 .61 .56 to to to to --.75 70 65 --60 .51 .46 .41 to to to = 55 •-:50 ==d5 50% -100 -76 -69 -62 -55 .48 -41 -38 .34 •31 .27 -.24 •20 -17 407. -77 -58 .52 -47 -41 -36 •30 -27 -25 -22 -19 -16 -13 -11 35% -06 49 -44 -39 -34 -29 •25 -22 -20 -17 •15 -12 -10 -7 301. -54 40 -36 -31 -27 -23 -19. -17 -15 -13 -11 -8 -0 -4 287. -50 -36 -32 -28 -25 -21 -17 -15 -13 -11 -9 -7 -5 .3 267. -45 -33 -29 -25 -22 •18 -14 -13 -11 -9 -7 -5 -4 •2 24% -41 -29 -26 •22 -19 -16 -12 -11 -9 -7 3 -4 -2 -1 227. -36 -25 -22 -19 -16 -13 -10 -0 .7 .5 -4 .2 •t 1 20% -31 -22 -19 -16 -13 -11 -0 -6 -5 -t •2 -1 1 2 18% -27 -18 -16 -13 -11 -8 -6 -t -3 -2 •1 1 2 3 16% -22 -14 -12 --10 -8 3 -3 -2 -1 0 1 2 3 4 14% -18 -11 -9 -7 -5 -3 -1 0 1 2 3 4 5 6 12% -13 -7 -6 -s -2 -1 1 2____j3_;;_4 •2 4 .1 5 6 7 10% -6 -t .2 -1 1 2 3 4 5 5 6 7 8 8 81. i 0 1 2 3 4 6 6 7 7 8 6 9 9 .36 .35 10 .or. -13 -10 -0 -5 .5 -3 .2 0 •1 1 0 2 1 3 2 4 3 5 4 6 6 7 7 8 8 9 9 10 10 11 7. Fenestration Heat Gain (baseo an Shaae Eftecuveness Ratio) Eff Horth East .3 Sotto -21 Weft -15 Sky�gM 7. W .67 .52 51 .87 .67 .52 I .51 .87 .67 S2 .51 .87 .67 .52 .51 .67 .66 Fen- or to to., or or to to or or to to . or or . to to or or or I astra- more .86 .66 less more .86 .66 less more .86 .66 less more .86 .66 less more less 18% -5 -4 .3 -2 -21 -20 -15 -12 .26 -23 .16 -12 •36 •32 -23 -16 -75 -50 16% -4 -4 .2 -1 -18 -16 -13 .10 .21 •19 -13 -9 •31 -27 -19 -14 .65 -dd 14% -4 -3 .2 .1. -14 •13 .11 -8 •16 -14 -10 •7 -26 •23 -16 -11 •55 •38 12% -3 -2 .1 -1 •11 -10 -8 -6 -12 -10 -7 -4 -21 -18 -13 -8 -46 -31 11% •2 -2 •1 0 -10 -9 -7 .6 -10 -8 •5 •3 •19 -16 -11 -7 -41 •28 iC1. •2 2 1 0 8 8 6 5 -0 7 1 2 t6 •14 9 6 37 •ZS 9% '-2 -1 .1 0 -7 -7 .5 -4 -6 -5 -3 •1 -14 --1 -8 -5 •32 •22 8% 1 1 1 0 6 S 7 d d 80 90 2 0 tt t 6 d 28 •19 7% •1 -1 0 0 -5. -4 -4 •3 •3 -3 -1 0 •10 -0 -5 •3 -24 •17 6% •i -1 0 0 -4 -4 -3 .2 -2 -2 -1 0 -8 -7 -d •2 .20 .td 5% •10 to to 0 -3 -3 -2 •2 .2 .1 0 0 e6 -5 •3 -1 -16 -12 4% 0 0 0 0 -2 •2 •1 -1 -1 .1 0 1 -4 -d •2 0 -12 -10 3% 0 -16 0 0 •1 -1 -1 0 0 3.4 -40 0 1 -2 -2 0 1 -9 .7 2% 0 0 0 1 0 0 0 0 0 0 1 1 0. 0 1 2 -6 •5 1% 1 1 1 1 1 4 1 1 0 0 0 0 1 0 2 2 •3 .2 0% 1 1 1 1 1 1 1 1 0 0 0 0 3 31 3. 3 0 0 8. Interior Thermal Mass 10. Heating -System Ad)ustment for No Taabt Insulation All 6 5 4 Method A (Slab -on -grade Construction Only) . 0 -11 Houses With Ducts (R4.2) SEER 12. Water Heating Perceru One Two Three Spin Pckg -25 or -24 to •14 to .4 to Sum of 1.6 1 6 Exposed Ston Stones -5 +5 Stories Gas Spin Pkg -25 -24 -14 .4 +6 16 0 •3 •2 1000 -1 AFUE HP HP or to to to to or 10 -2 -1 0 -1 - NSPF HSPF less •15 -5 +5 +15 more 20 1 •5 0 781. 6.8 6.6 0 -25 0 0 0 30 1 1 -20 1 807. 7.0 6.8 1 1 •1 1 1 1 0 0 40 Sum of 7-9 2 3 1 85% 7.4 7.2 5 4 3 2 2 1 50 4 3 AC less -15 2 90% 7.8 7.6 8 7 5 4 3 1 60 5 3 15 2 95% 8.3 8.0 11 9 7 5 4 2 70 6 4 -4 -3 2 100% 8.7 8.5 13 11 9 7 4 2 80 90 8 9 5 6 AO 3 3 7.9 0 0 0 0 Effective AFUE or HSPF -7 100 10 6 3 2 4 0 (AFUE or HSPF x duct etiloeney) 10.0 9.7 9 7 5 3 1 Effective House Stu Adjustment 11.0 Sum of 1-6 7 4 2 0 Method B House Size (it) 120 Gas Split Pkg -25 -24 -14 -4 +6 16 Int Slab Floor Raised Roor AFUE HP HP or to to to to or Mass Stories Stones or Hsi* NSPF less -15 -5 - .5 .15 mom /CFA One Two Three One Two Three One Story House 5.0 4.9 •35 -27 -20 •13 •5 0 0.0 -11 3 3 •1 -1 0 33% 29 28 -62- '-S3 -20 -44 -34 •25 -16 0.1 -10 -7 -6 0 0 0 40% 3.5 3.4 -40 -34 -28 -22 -16 -10 0.3 -9 3 •5 1 1 1 50% 4.4 4.2 -19 -16 -13 -10 -7 -5 0.5 -8 -5 -4 2 2 2 . 60% 5.2 5.1 -4 -4 -3 -2 -2 -1 1.0 -6 3 -1 4 4 5 64% 5.6 5.4 0 0 0 0 0 0 1.5 -4 -1 1 6 6 6 70% 6.1 5.9 6 5 4 3 2 1 20 -2 2 4 8 8 8 817% 7.0 6.8 13 11 9 7 5 3 25 1 3 5 9 9 9 90% 7.8 7.6 19 16 13 11 8 5 3.0 3 '6 5 11 10 10 100% 8.7 8.5 24 20 17 13 10 6 4.0 4 6 7 13 13 13 Two or Three Story House 5.0 4 6 8 14 14 14 33% 29 28 -69 •58 48 -37 -26 -15 6.0 5 7 9 15 15 15 40% 3.5 3.4 -46 -39 -32 •24 -17 •10 7.0 7 8 10 16 16 16 50% 4.4 4.2 -24 -20 -16 -13 -9 -5 8.0 8 9 11 18 17 17 60% 5.2 5.1 -9 -8 -6 -5 -3 -2 69% 6.0 5.8 0 0 0 0 0 0 70% 6.1 5.9 1 1 1 1 0 0 9. -Exterior -Wall Thermal :. Mass �% 7.0 _6.8 9. - - .8 6 .. 5. �. 3.. 2 Esterior �_ Si'ngte- Single• Multi _ . Wall Family Family Family 100% 8.7 8.5 20 17 14 11 8 4 Mass Detached Attarsled Zonal Control Adjustment 0.00 0 0 0 System Type 0.20 3 3 2 Resistance 6 d 3 2 1. 0 0.40 7 5 4 Omer 3 3 2 1 1 0 0.60 9 8 6 080 12 t0 7 11. Cooling System Ad)ustment for No Taabt Insulation All 6 5 4 - Houses With Ducts (R-42) 0 0 -11 -0 SEER 12. Water Heating Sum of 7.9 12 9 9 Spin Pckg -25 or -24 to •14 to .4 to +6 to 16 or 1 6 1.20 AC AC less •15 -5 +5 .15 more BMW Sbz Adjustment Hage Site (lt2) 10.0 9.7 0 0 0 0 0 0 11.0 10.7 d 3 2 2 1 0 Subtatal lets 1000 120 11.6 8 6 5 3 1 0 Water A lam g am to 13.0 126 11 9 6 4 2 0 Pott Soom 1000 1499 14.0 13.6 13 11 8 5 2 0 -30 -17 •5 15.0 14.6 16 12 9 6 1 0 -25 •14 -4 SG75 Effective SEER 0.48 -2 -20 •11 -3 -2 (SEER x duct effMmq) 22 (138 .15 -0 .3 Eff SEER Sum of 7-9 .1 3 .10 -6 .2 . Split Prig -25 or •24 to -14 to d to +6 to 16 or .5 0 3 0 .1 0 AC AC less -15 -5 +5 .15 more 5 10 3 6 1 2 One Story House 5.0 4.9 -29 .23 .17 •11 •4 0 15 9 3 6.0 5.8 •16 -13 •9 •6 -2 0 20 11 3 7.0 6.8 •7 3 -4 -3 .1 0 . 25 14 4 8.0 7.8 -1 0 0 0 0 0 SGSO AO 8.1 7.9 0 0 0 0 0 0 -7 9.0 8.7 5 4 3 2 1 0 1 10.0 9.7 9 7 5 3 1 0 House Stu Adjustment 11.0 10.7 12 10 7 4 2 0 -22 -17 House Size (it) 120 11.6 15 12 9 6 2 0 13.0 126 18 14 10 6 3 0 slag al ism 2000 14.0 13.6 20 16 11 7 3 0 Water Heating to or 15.0 14.6 22 17 12 8 3 0 Form Scam 1999 more -W 0 3 Two or Three Story House 5.0 4.9 •35 -27 -20 •13 •5 0 45 0 2 6.0 -21 -17 •12 -0 -3 0 -20 0 2 7.0 ,5.8 6.8 -11 -9 -7 -4 -2 0 -15 0 1 8.0 7.8 -4 •3 •2 •1 -1 0 -10 0 1 8.7 6.4 0 0 0 0 0 0 .5 0 0 9.0 8.7 2 1 1 1 0 0 0 0 0 10.0 9.7 6 5 4 2 1 0 5 a 0 0 1 11.0 10.7 10 8 6 4 1 0 10 0 t 120 11.6 13 10 7 5 2 0 15 0 -2 13.0 126 16 12 9 6 2 0 20 o •2 14.0 13.6 18 14 10 6 3 0 25 15.0 14.6 20 16 11 7 3 0 Zonal Control Adjustment Ad)ustment for No Taabt Insulation All 6 5 4 2 1 0 0 -11 -0 .1 12. Water Heating id 12 9 9 0.66 Out water Hester - No Ansillary C edits 9 7 .4 1 6 1.20 ofonhtaion SySSM2 Numo r of Wrier Mssere SE A9 0.87 -22 Racm Systems Water cLi acs Energy STo HWR Pipe No TimererndDD Heater Tvoe1 Zones Fatsor POU Insul fhb •7 -12 SG50 AO om 0 3 1 -0 -5 0 SG7S •3 -0 .G 0.63 5 8 6 -4 0. 5 0.73 8 11 9 0 4 8 SG75 AN 0.48 -2 1 -1 -12 -7 -2 200 22 (138 3 6 5 -S -1 4 .1 3 am 7 10 8 -1 3 7 SE AD 0.87 -20 -12 -17 ji 32 -19 0.93 -17 -0 -13 38 -28 -16 M... .. .0.80 2. S 3 ,IE. At 0.99- -21 -12°" HP 6.11,13,15 1.90 4 7 5 •5 -1 4 Two Water amiss - No Aasfaary Credits SGSO AO 033 -7 -4 -6 -17 -12 -7 a.M 1 5 3 -0 -4 1 0.73 5 10 8 -2 2 7 : SG75 At 0.48 -12 -0 -11 -22 -17 -12 Ad)ustment for No Taabt Insulation 036 1 3 0 -11 -0 .1 1.00 id 12 9 9 0.66 6 9 7 .4 1 6 1.20 1 T 13 Numo r of Wrier Mssere SE A9 0.87 -22 -14 -19 -A6 -35 -22 1.20 18 14 11 Water Heater Twos One Two 0.93 . .16 •7 -12 .39 -28 -15 SGSO -2 .5 1.60 21 17 13 SG7S •3 -0 .G Al 0.80 1 .1 .3 1.60 23 18 id SE -5 -0 1E At 0.93 -21 -12 200 22 18 14 HP .2 .4 HP 6-11,13.15 1.80 .1 3 1 10 -0 t1 Mandatory Measures Checklist: Residential MF -1 R NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent mmpliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures • §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. • §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). • §150(d): Minimum 8-13 raised floor insulation in framed floors: minimum R-8 in concrete raised floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 20 pernvinch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116.17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. k:. Exterior doors and windows weatherstripped: all joins and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §15Q(f): Special infiltration barrier installed to comply with §151 meets Commissan quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a Closeable metal or glass door b. Outside air intake with damper and control c. Rue damper and control 2 No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §1'10-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. §150(j): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined intenovextenor insulation (R-16 or greater). 2 First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55OF insulated. S. Piping insulated between heating source and indirect hot water tank. • §150(m): Ducts and Fans I. Ducts constructed• installed and seated to comply with UMC Sections 1002 and 1004: duan insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems nave backdraft or automatic dampers 3. Gravity ventiianno systems serving conditioned space have either automatic or readily accessible. manually operated Dampers.. §114: Pool and Spa Heating Systems and Equipment 1. System is certifiea with 78% thermal efficiency, on -orf switch, weatherproof operating instructions. no eiectric resistance healing and no pilot light 2 System is instaileo with: a. At least 36' circ oetween filter and heater for future solar heating. b. Cover for outcoor pools or outdoor spa. 3. Pool system has cvecuonai inlets ano a circulation Dumb time switch. §115: Gas-iirea centra: nimace. pool heater, spa neater at household cookino appliance have no continuously bunno piiot light. ( Exception: Non-eiecmcal cooking appliance wath pilot < 150 Btwhr.) Lighting Measures §I50(k): 40 lumenswar, or greater for general lighting in kitchens and rooms with water closets: and recessed ceding fixtures iC (insulation ccven approved. COMPUANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply -with Title 24, Parts 1 and 6, of the Califontia Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Spatial FeattrfesfRemarks section Designer or Owner (p« Burro." a Professions code) Name: ridwFirm: Address: Telephone: Lic. r. (signature) (date) Enforcement Agency Name: Title: Agency: Telephone: (srgnaturwstamp) (oate) 'Documentation Author. Name: Tide/Firm: Address: Telephone: (signature) (date) Certificate of Compliance: Residential Documentation Author Telephone Climate Zone 11 ui1dPe 8 rmit N in 1G 10 -SQ -42 C3edted 3y / Date Enfamantew Agency Use Only Fene; BUILDING DATA Area Conditioned Floor Area � �Q 3�— Number of Stories North Slab/Raised Floor �_ Number of _Units East Z &JOSOi5gle Family Detached (SFD) [ ] Addition Alone South (J West Single Fay Attached (SFA) [ ] Existing Building Family [ JMulti-Family (MF)[ ] Existing -Plus -Addition Skylight Total B LUDING SHELL INSULATION Component Insulation L bicaiiotyC,omments Type R -Value (ttuic, to garage, D3d:-CL ere.) Roof ............. IK �b Roof............. Wall .............. Wall. ---.---. Floor ............. Floor ............. . Slab Edge....: FENESTRATION -Eenestration Area Orientation (if) (l Shading Devices Type Interior Exterior Overhang Framing Type North East EastE ( ) ( ) East SO th SOU th ( ) West ( ) West ( ) Skylight.......�— TURMAL MASS Type/Coverir-g Area tstao/extoosea, lite, etc. ) tst) Thickness " - M / R, p G�-A IL HVAC SYSTEMS titinimum Duct Type (furnace, air Efficiency Location Duct Heat pump conditioner, heel vwmv) (AFUF, SEERMSPF) (audc, ctc,) R -Value Thermostat Tyne -(split or nke) C.-_� • Z SET�3AG�IG IIOT NVATER SYSTEMS Tank R Value Svstem T (storage cls, etc.) Capacity Number Energy Factor Ext- Tank Tnl4 _ T)i atri heti nn • _� Ot s3 • I y SPECIAL FEATURES/REMARKS 140.99 x x tion m � g N m 168.BT A' � m m m � c HUM ` w v ? g9 OD a 0 m p yy O v Ly Q Q N g;9e, LOD a�g o m � r 294 PROPERTY OWNER/LOCATI❑N: Bonita Charron g 118 Hart Lane ❑rovitle, CA 95966 ge (530) 532-1236 N n g 1 Ground Mount - 22 Degree Tih Kr_1mr. � South Elevation ha PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER 81 GEOTHERMAL ENERGY CO.. INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER do GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Issue z p H F— IN, Q U p J Q� �D W � Z 0O 3 L M p L d dJU 1 >- -� (U F— U -P M W d L W lf') >o D �� O CO r PCI 4 O Sun Power Geothermal Energy 863 E. Francisco Blvd 'A' San Rafael, CA 94901 415-4594201 CA Lic. #759086 Drawhg Type - Elevation Job Charron 4.6 kW Draen Dy Andy Reimers (415) 257-2447 Date' 10/27/03 smle- 1/4' V Sheet. 3 of 6 tl Ground Mount 22 Degree Tilt - East Elevation (B104SH) Three Hole Adjustable ( Side Elevation h footing will be 12" in diameter 18" deep 1000 psi concrete. PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER do GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUrHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Issue z 0 Q U O J \ kD Q � W zo �, L°ri 3 L'mM L d CU 0JU Imo- L)4' •CN7 LLJ ty d d Lf') o O C 00 O M � (xl O MW Sun Power Geothermal Energy 863 E. Francisco Blvd'A' San Rafael, CA 94901 415-4594201 CA Lic. #759086 Drawtre Typo Structural DetaR JOIN Charron 4.6 kW b--Aendy Relners (415) 257-2447 Dates 10/27/03 Scale - 1/2' Sh"t J fr rV J In A rl qx nC Li 4,7N 51„ 2 9'-2" NORTH WEST EAST SOUTH In Ground Mount'22 Degree Tilt - Structural Layout 42'-10." PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., IN( CONFIDENML THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. �c Issue z O H F— Q U O J \ -D W � zLO N UO �D 3 L CQNM O L d Cd dJU I } S N F— U -P . M W d d to C --=>o O LO M �OD 0 Sun Power Geothermal Energy 863 E. Francisco Blvd 'A' San Rafael, CA 94901 415-459-4201 CA Lie. #759086 Dradnp Type - System Ground Layout Join Charron 4.6 kW Drava ABndy Reimers (415) 257-2447 Date. 10/27/03 Scat," Sheet ^ .� � ' �. . ' - ------ ' \ - .-' ----_- , / � ' -' ~' � �- / ' -''--- -' -'- . - . / '4[' . �. . 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' ~.. = � � ~ ~ ^ ~ ° � -` � ^- +� �^ ~ ' \ - .-' ----_- , / � ' -' ~' � �- / ' -''--- -' -'- . - . / '4[' 1 17 PV Modules I 1 16 PV Modules IDC y � 1 M� II D011 1 Charron 4.6 kW Photovoltaic System (1) #10 ground PV to Frame Bond fC (2) #10 THHN (2) #10 RHW 2 Disc(1) #10 Ground bond Cutler Hammer Non-Fusable Lockable 3R 2 -pole 30AMP 600Volt - DH 261 URK (1) #10 ground PV to Frame Bond (2) #10 THHN (2) #10 RHW 2 i Disc Cutler Hammer (1) #10 Ground bond Non-Fusable Lockable 3R 2 -pole 30AMP 60OVolt DH 261 URK 1 Array of 17 Kyocera KC -167G 167w Panels Array Total Open Circuit Voltage= 491 Volts Array Total Maximum Power Voltage = 394 Volts 1 Array of 16 Kyocera KC -167G 167w Panels Array Total Open Circuit Voltage= 462 Volts Array Total Maximum Power Voltage = 371 Volts 25 25 W ° (2) #10 THHN S=oy Inverter yen ver (1) #10 Ground AC (2) #10 THHN r"d11C1 Disc (1) #10 Ground bond 2Er- pole 30 amp SMA SWA PV Breaker 25000 -SBD Cutler Hammer 2.5 kW (2) #10 THHN Non-Fusable Lockable Sunny Boy 3R 2 -pole 30 AMP 24OVOIt Inverter 240 VAC (1) #10 Ground bond DG 221 URB — FP—CF Main House Grounding System SMA "Sunny Boy" SWR 25000- SBD DC input Voltage 250-600 VDC Peak Power Tracking 234550 VDC Minimum DC Input Voltage 207-256 VDC Maximum AC Power Output 2500 Watts Peak Inverter Efficiency (CEC) 94% PV Start Voltage 300 VDC Issue z o U O \ kD Q 410 W 3 O Ur) I'D C ON M O d 0i dJV I -C 0i �- U4-> .M Wd L W In o O C pp O co CL PCI O � Warning! Electrical Shock Hazard. Do Not Touch Terminals on Both Line and Load Sides. May be Energized PROPERTY OF SUNPOWER & GEOTHERMAL Sun Power Geothermal Energy 863 E. Francisco Blvd'A' San Rafael, CA 94901 415-4594201 CA Lic. #759086 Drawft Type SIngte Llne Diagram .bW Charron 4.6 kV Dram By. Andy Reimers (415) 257-2447 INC. CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER do GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Dat& 10/27/03 Scala NTS 7 MN Ir# t Charron Bonnie 118 Hart Lane Oroville, CA 95966 4,6 kW Photovoltaic Grid -Interactive System # (33) Kyocera KC -167G 167Watt Panels (2) SMA SWR25000 - SBD 2,5kW Inverters c Z M H Q U p J \ D �D W � 3O i0 CSM (U L C5 d J U U4-> ,(N Wd L Q)1!7 � f C:) p CDD L Ln O pq � 0 IV. Sun Power Geothermal Energy 863 E. Francisco Blvd'A' San Rafael, CA 94901 415-459-4201 CA Lie. #759086 Drawing Typo Cover Sheet Job Chorron 4.6 kW Drawn 1y Andy Reimers (415) 257-2447 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER Date, 10/27/03 INFORMATION CONTAINED HERON ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND Scala NTS SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & Sheen 1 of 6 GEOTHERMAL ENERGY CO., INC. ALL = RESERVED. J Ift az i 1 � b �, v i+�• 1 . � A• i `u S 7 ' w C. Y' 1 a 7 w K J C•,4.1 f I C .J ff tc ' r' • 1 s , � 1 t I \ _ ' 1 1 J NORTH WEST EAST SOUTH 135.02' Setback (Structure under 48" tall) fisting Fence AP# 036-800-068 'ROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER fit GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. I Issue 0/27/0 Z 0 l-" l Q U O W 10 OW 0i C5 Q dJU I U N'Co > o OO M 0 OD Sun Power Geothermal Energy 863 E. Francisco Blvd'A' San Rafael, CA 94901 415-459-4201 CA Lic. #759086 Drag Type, Plot Plan .b0+ Charron 4.6 kW Dram en Andy Relners (415) 257-2447 Date 10/27/03 Scale, 1/32' - F-0' Sheet C%l 10 IV La 11 I I Y���NO v_ U) 09 \ \ \ a m c CD o`•�\ .\. nli \ \ \ m \ \\\ Og;zNAz \ \ z f41 Zemrn -fm 04f, M OZW ZDTA�S C�tC/7 p mC v�CCZZZ M' �OCN(Cj� a'Qr^'c� g m \ `� O-Amv M CD � Ll m as O ns2Atll' �i p? rn Z \ W \ I N§ C R' BADDa1Q o 2Zvm fZi 00 WO PROPERTY OWNER/LOCATION: I� � C a < 9 ;�,y�y rvfu A A N Bonita Charron CUM A O 118 Hart Lane G7 dN 0%O 7 L-nl -1� O � tz Oroville, CA 95966 J (530) 532-1236 g Y���NO v_ Y���NO N a :�l� s: I• I _J •. i 1 1 3 ar- ci•• �. +, r I J, y wil .z�AC� y:y'• f r t ' i 1 ' i f . , � 1 I ! r r y r ' r r t ; 1 ! a r ! a � • _ � r t a , t i r r Ground Mount 22 Degree Tilt - Structural Layout 9,-2„ 7/1 42/ -10# NORTH WEST EAST SOUTH PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER do GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Issue z 0 H F— U J W 0� z LTA 'D 3 iOs (-) OC cu 0<--I d J U S 0i �— U , M Wdd a; Ln = 1 ^O D o OD0 (y)�PA-4o� AL Sun Power Geothermal Energy 863 E. Francisco Blvd'A' San Rafael, CA 94901 4154594201 CA Lic. #759086 DraebV Type, System Ground Layout .lob Charron 4.6 kW Dram Dye Andy Reimers (415) 257-2447 Date, 10/27/03 Scale, 1/4'=Y -D' Sheol - I VIA Al i AN ci __ t Y '�z • :� ='U i i � it ! ! 1 � C Yui y i 1 1 ' r~ I• � • z = r I r i { u ' # I Ground Mount 22 Degree Tilt - East Elevation (8104SH) Three Hole Adjustable ( Side Elevation 0 ;h footing will be 12" in diameter 18" deep 1000 psi concrete. PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL.. THIS DRAWING AND ANY DATA. DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER 8t GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Issue z 0 H Q U O J \ k0 r W Z '0 -Ln ,D 3 °�mr� o �dQ� C$ —J I �- S U (U lf) W d 6 � �'=>o O C ODO (') Cl- 0--, O v Sun Power Geothermal Energy 863 E. Francisco BIWA' San Rafael, CA 94901 415-459-4201 CA Lic. #759086 D-Wbv Typo' Structural DetaR ,loN Charron 4.6 kW Drum eye Andy Reimers (415) 257-2447 Dates 10/27/03 Scale Sheet Uo lk lk I T. 1 17 PV Modules I 1 16 PV Modules I Charron 4.6 kW Photovoltaic System (1) #10 ground PV to Frame Bond (2) #10 THHN (2) #10 RHW 2 0�(1) #10 Ground bond Cutler Hammer Non-Fusable Lockable 3R 2 -pole 30AMP 600Volt DH 261 URK (1) #10 ground PV to Frame BondCDIsc (2) #10 THHN (2) #10 RHW2I-- (1) #10 Ground bond Cutler Hammer Non-Fusable Lockable 3R 2 -pole 30AMP 60OVolt DH 261 URK 1 Array of 17 Kyocera KC -167G 167w Panels Array Total Open Circuit Voltage= 491 Volts Array Total Maximum Power Voltage = 394 Volts 1 Array of 16 Kyocera KC -167G 167w Panels Array Total Open Circuit Voltage= 462 Volts Array Total Maximum Power Voltage = 371 Volts SMA SWA. z k ° 2.5 (2) #10 THHN Sunny Boy (1) #10 Ground bond '4V0 VAC 2d (1) #10 Ground bond z 2.5 Wo .s kvu (2) #10 THHN Sunny Boy inverter 240 VAC (1) #10 Ground bond GFP SMA "Sunny Boy" SWR 25000- SBD DC input Voltage 250-600 VDC Peak Power Tracking 234550 VDC Minimum DC Input Voltage 207-256 VDC Maximum AC Power Output 2500 Watts Peak Inverter Efficiency (CEC) 94% PV Start Voltage 300 VDC AC (2) #10 THHN D1sc 1 (1) #10 Ground bond Cutler Hammer Non-Fusable Lockable 3R 2 -pole 30 AMP 240Volt DG 221 URB = Main House Grounding System 2ole 30 amp F Breaker Warning! Electrical Shock Hazard. Do Not Touch Terminals on Both Line and Load Sides. May be Energized PROPERTY OF SUNPOWER & z 0 U J �D W 0N Z Ln \D 3 i '01� us (n o L d< dJU I U -1-' (N w d �; Ln � P. p ,O M �MoLO Sun Power Geothermal Energy 863 E. Francisco Blvd'A' San Rafael, CA 94901 415-459-4201 CA Lic. #759086 Drawft Typed Single Une Diagram .lob Charron 4.6 kW Dram Bye Andy Reimers (415) 257-2447 L. INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Date- 10/27/03 Scale NTS Sheet rJ A r elf �i ry • ru$r�✓ w ]y r • v rel h' ' 1 J %N — , rJ A 1 J %N — rJ , ..,... � fit....« _ • 1 � I� 1l !� J rl •. I •r' 1 . V . tR k � � r t,. Ground Mount - 22 Degree Tilt KC _ 197G P -d South Elevation 1a PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Issue z 0 H ' Q 0 W ON z U) k -D 3 L C ON M D L d C5 -1 U I �- U r d d 0) U-) bi o O CCp O M rW�O� Sun Power Geothermal Energy 863 E. Francisco Blvd'A' San Rafael, CA 94901 415-459-4201 CA Lie. #759086 Drarhg Type - Elevation .bb Charron 4.6 kW Dram Bn Andy Reimers (415) 257-2447 Date- 10/27/03 Scale- 1/4' - 1' Shad 3 of 6 `. ► ' # _ � .... ..... Y _.1 _ r , .JL5 ,��� ` �� _ � r' � .� - f 1 1 { 1 1 i J ` — � y r, ` , r�, z �r ;y�'e�.,�t y .. M . ; ` !• f � let ,r'ni � • _.i_ �_ - - __ i11� f �i .`1 -_J_ i' �� �' ► , f <''.r�t,�r�x — � ' } r � � t •,. — 1 Jk T , r j r + Ins.fG 1 K 1 „� • f 1 a .. - t r l .. � 1 `. ► ' # _ � .... ..... Y _.1 _ r , .JL5 ,��� ` �� _ � r' � .� - f 1 1 { 1 1 i J ` — � y r, ` , r�, z �r ;y�'e�.,�t y .. M . ; ` !• f � let ,r'ni � • _.i_ �_ - - __ i11� f �i .`1 -_J_ i' �� �' ► , f <''.r�t,�r�x — � ' } r � � t Ground Mount 22 Degree Tilt - East Elevation (13104SH) Three Hole Adjustable ( Side Elevation h footing will be 12" in diameter 18" deep 1000 psi concrete. PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER do GEOTHERMAL ENERGY CO.. INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART. FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER At GEOTHERMAL ENERGY CO.. INC. ALL RIGHTS RESERVED. Issue z 0 Q U O I Ce \ I -O W Z L'ny �,D 3 L 01 C 0� M O L d 0 (1J U -P M W d d if o O L0 Cl) 00 rW�O� t Sun Power Geothermal Energy 863 E. Francisco Blvd'A' San Rafael, CA 94901 415-459-4201 CA Lic. #759086 m,awbV Type. Structural Detn0. .lob Charon 4.6 kW Aendy Reimers (415) 257-2447 Date. 10/27/03 smte, 1/2' = 1'-0' Swab a 51„ 2 Ground Mount 22 Degree Tilt - Structural Layout 42'-10 NORTH WEST EAST SOUTH PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER do GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WM40UT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Issue z 0 H Q U O J \ �D W Z LO �U)ID 3 L0rnM O L d Q 01 d _J U �- U +' - M Wd dd 1!") �-t=>o W LCp 0 M PCI --4 Sun Power Geothermal Energy 863 E. Francisco Blvd'A' San Rafael, CA 94901 415-459-4201 CA Lic. #759086 Drawft Type, System Ground Layout .kb. Charron 4,6 kW Dram Dya Anddyy Reimers C41S> 257-2447 Date 10/27/03 Scale L4'-1'-0' Sheet - 4 2'- 10 need Charron 4.6 kW Photovoltaic System (1) #10 ground PV to Frame Bond (2) #10 THHN 2525M ° (2) #10 THHN 17 PV Modules Di c Su= Boy (2) #10 RHW-2 (1) #10 Ground bond 240 AC (1) #10 Ground Cutler Hammer GFP Non-Fusable Lockable 3R 2 -pole 30AMP 600Volt DH 261 URK (1) #10 ground PV to Frame Bond (2) #10 THHN 252.5 kw ° (2) #10 THHN 16 PV Modules :Di9sjc Sunny Boy (2) #10 RHW 2 (1) #10 Ground bond 240 VAC 0) #10 Ground Cutler Hammer GFP Non-Fusable Lockable 3R 2 -pole 30AMP 600Volt DH 261 URK 1 Array of 17 Kyocera KC -167G 167w Panels Array Total Open Circuit Voltage= 491 Volts Array Total Maximum Power Voltage = 394 Volts 1 Array of 16 Kyocera KC -167G 167w Panels Array Total Open Circuit Voltage= 462 Volts Array Total Maximum Power Voltage = 371 Volts SMA "Sunny Boy" SWR 25000- SBD DC input Voltage 250-600 VDC Peak Power Tracking'134-550 VDC Minimum DC Input Voltage 207-256 VDC Maximum AC Power Output 2500 Watts Peak Inverter Efficiency (CEC) 94% PV Start Voltage 300 VDC —4 AC 1 (2) #10 THHN Disc 1 (1) #10 Ground bond Cutler Hammer Non-Fusable Lockable 3R 2 -pole 30 AMP 240Volt DG 221 URB Main House Grounding System 2 le 30 amp PV Breaker z 0 U O \ 1,D tY � W z 0 lf) 1D 3 L m (y) O L d 0i dJV 1 >- s N F- U 4' • M Wd d N In CL C) OO M ���O�lf) Sun Power Warning! Electrical Shock Hazard. Do Not Touch Terminals on Both Line and Load Sides. May be Energized Geothermal Energy 863 E. Francisco Blvd'A' San Rafael, CA 94901 415-459-4201 CA Lic. #759086 Drawing Type, Single Llne Dlagram Charron 4.6 kW Drawn By, Andy Relmers (415) 257-2447 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE Date 10/27/03 EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN Scale, NTS PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Sheet - f � ^ 1 ca. . V.. tom. �........ I FI ►�._ � - Jk C f' i n ti 1 I r - J � f7 .i C) ' i� Charron Bonnie 118 Hart Lane Droville, CA 95966 I z 0 Q U O J \ 10 W "0 3 oamM o Qcu d J I S (__) F— U +' (y) 4,6 kW Photovoltaic +_ Grid -Interactive System � � 4 o (33) Kyocera KC -1670 167Watt Panels (2) SMA SWR25000 - SBD `,,2,5kW Inverters BUTTECOUNTY BUILDING ®.IVISION APPROVED PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHT'S RESERVED. Sun Power Geothermal Energy 863 E. Francisco BMW San Rafael, CA 94901 415-4594201 CA Lic. #759086 I Dr°whp Type- I Cover Sheet ,oe Chnrron 4.6 kW Dram Hyp Andy Reimers (415) 257-2447 Daiv 10/27/03 Sc°1t' NTS Sheet' , 1 of 6 1 .• -... �'`•}��' .__•,1 r^ 1 .J , � i : ; .a '. 1 :+�`{ .' -.__.M_} ;moi. ,�� .- ! - ` jr � � •r ,y�l , �..! l x.1 rf .w UI I C��•pi i.� { � . r�N-7� `� Amt. 47� fry f ;u; _ •1. �1 r � f 1 I �i ' r ' 1 1 F 1 ' • 1 s r � t NORTH WEST EAST SOUTH 135.02' Setback (Structure under 48" tall) cisting Fence 1 Issue 0/27/0 Z 0 H Q U 0 J W Z Its '-,D 3 L a,mM O L cu 0< dJU }- S l.- U 0i +' : M W d d N lf� 000 CD LO Lrl .'—'—+ O v BUTTE C O U NWr Sun Power BUILDING D-IVISION Geothermal Energy 863 E. Francisco Blvd'A' APPROVED San Rafael, CA 94901 415-4594201 AP# 036-800-068 CA Lic. #759086 we" Type, Plot Plan Jobs Charron 4.6 kW Dram Hyp Andy Relmers (415) 257-2447 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER Date' 10/27/03 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND Scalae SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN 1/32' - 1'-0' WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & sheat GEOTHERMAL ENERGY CO.. INC. ALL RIGHTS RESERVED. I I Sri J f i3 • ' I Li FA 11 Ground Mount - 22 Degree Tift South Elevation W BUTTE COUNTY BUILDING DIVISION APPROVED PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HERON ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART. FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. Issue Z O I- Q U O J W � Oi (1.! d J U >— S (U U -p (') W(:3 d U) a-= > o ED00 O (') pq � 13 Lr) Sun Power Geothermal Energy 863 E. Francisco Blvd'A' San Rafael, CA 94901 415-459-4201 CA Lic. #759086 DroeYnp Types Elevation Job, Charron 4.6 kW Dram Bye Andy Relwers (415) 257-2447 Date' 10/27/03 Scales 1/4' = I' Sheen 3 of 6 71 - .._ sn 'Y Xf f` IL 1 t jt;i ..• LTi (a. . ^ t 1 s � j I c t ! ) i - r } r r � i 1 , ' e I 1 's t I ) � 1 I � t . 1 1 } '1 1 t 1 , / ! 1 � 1 I / - SOUTH Issue r z H U O Sun Power " h, 42 —10 // Geothermal Energy 863 E. Francisco Blvd'A' San Rafael, CA 94901 - - 415-459-4201 ` �y' 'BUTTE COU 1 �! � � " I a COUNTY CA Lie. #759086 DmwbV Tye system Ground Lcyout BUILDING ®.I V I S i o rl y �°' Chnrron 4.6 kV 6 A®R®VE® Dmundy An Reimers . <415> 257-2447 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. D°*v 10/27/03 r - CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER, ' INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE scade" .._ EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL. ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN 1/4' = V - 0' . { - WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN Sheet PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO.; INC. ALL RIGHTS RESERVED. . . Ground Mount 22 Degree Tilt - East Elevation (6104SH) Three Hole Adjustable ( Side Elevation 0 h footing will be 12" in diameter 18" deep 1000 psi concrete. BUTTE. COUNTY BUILDING ®MSI®N APPROVED PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER do GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. M rowo ww� wo i Issue 10/27/ z 0 Q U 0 J w o ° CmLO r�0i CU L Cs dJU I S CU U 4-' ('7 W d � � Ln > o PQ � O v �Bq ®d4 Sun Power Geothermal Energy 863 E. Francisco Blvd'A' San Rafael, CA 94901 415-459-4201 CA Lic. #759086 Drowft Type - Structural Detail Jobs Charron 4.6 kW Brown ADndy Reimers (415) 257-2447 Date' 10/27/03 scale Vweb w r i LJ Yr 1 "• s r , 4 C • C.. i t• w r i LJ Yr 1 "• s r 4 i , f •'ter .�� r t. - r a .rr Charron 4.6 kW Photovoltaic System (1) #10 ground PV to Frame Bond(2) #10 THHN 17 PV Modules D0 (2) #10 10 R 4 W -2 prs Cutler Hammer (1) #10 Ground bond Non-Fusable Lockable 3R 2 -pole 30AMP 600Volt DH 261 URK zsoouseo (2) #10 THHN z.s WV Sunny Bay (1) #10 Ground 2ao vac GFP SMA SWA 1 #10 round PV to Frame Bond zso.5 M O 9 (2) #10 THHN zs Mry 16 PV Modules 44==(1) SuDisc nny Boy (2) #10 RHW 2 #10 Ground bond i 0Ac Cutler Hammer GFP Non-Fusable Lockable 3R 2 -pole 30AMP 600Volt DH 261 URK 1 Array of 17 Kyocera KC -167G 167w Panels Array Total Open Circuit Voltage= 491 Volts Array Total Maximum Power Voltage = 394 Volts 1 Array of 16 Kyocera KC -167G 167w Panels Array Total Open Circuit Voltage= 462 Volts Array Total Maximum Power Voltage = 371 Volts (2) #10 THHN (1) #10 Ground bond ti SMA "Sunny Boy" SWR 25000- SBD DC input Voltage 250-600 VDC Peak Power Tracking 234550 VDC Minimum DC Input Voltage 207-256 VDC Maximum AC Power Output 2500 Watts Peak Inverter Efficiency (CEC) 94% PV Start Voltage 300 VDC r. Ac (2) #10 THHN Disc (1) #10 Ground bond Cutler Hammer Non-Fusable Lockable 3R 2 -pole 30 AMP 240VoIU DG 221 URB _ Main House Grounding System 2 le 30 amp PV Breaker Issue z 0 U 0 1,101 W ON Z Ln 10 i0 Q, t� (U dJU I U +' M w d U-) o OO ('7 0- PQ � 0 -,, w BUTTE COUNT BUILDING DIVISION APPROVED Sun Power Geothermal Energy Warning! Electrical Shock Hazard. Do 863 E. Francisco Blvd'A' Not Touch Terminals on Both Line San Rafael, CA 94901 and Load Sides. May be Energized 415-459-4201 CA Lic. #759086 Dradnp Type, Single Line Dlagran Jobs Charron 4.6 kW Drawn Andy Reimers (415) 257-2447 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY Co., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER Daley 10/27/03 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND Scale. SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN NTS WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN Sheet PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. I Geo -S;x3 'SHR 15�CauC:' al.x. �3P5•F. TFT4•i tJJFTI { ,. •ut V=It.S 4, Ll\TE=PAL 50.IL BF_kRIWex G).TOE; 237 P. 5. P. X (i FT)2/2 = I ICo* 412" vEPr1t r I.SL�L - Z2s I -..HO RIZ :.5TL r .�''• : C� -TOP=•� _ .:.tl � �e� 'FILL -SOLID 118 BARI _5EE 5CHEDULE, P. S Y 1 / . BUTTE COUNTY I 6Ur1.RrNQ DEPARtMENT 1. APPROVED RETAINING WALLS GE.*IERAL CONSTRUCTION [•B'YT'ES m �,t� -N fYf1 ' GENERAL:, V - F t( 3 u A. C%IRrACTOR TO VERIFY CCUDITIONS AND DIMENSIONS AND RETORT - , ANY DISCREPANCIES TO = ENGINEER.S. ALL WORK SHALL COMPLY WITH THE UNIFORM WILDING CODE AND _=14-3 STEEL W H E ► J • t t (� . 7& 2. CU �PEarHEt LOCAL CODES AND oaDINr4�•cEs. WIDTH OF F T C7� 1 At B AR , Iv 1. , A. ALL CONCRETE SHALL DEVELOP A M11N. CC lPRESSIVE SPRE: ,Tii OF _ I S OVER 21- 2" 1 e- H E P u L G_ 2000 P.S.I. AT 28 DAYS. 3. INSPECTIONS LTIUs: - W FTnc• OJeE '5CH�T7i�L=•+- - •• csBUILDING DLRAR'PE�i ursrEZT•IUN APRovAL rr.I^.R To Pa,:,Irx; .{ . ANY CONCRETE OR GRC(TT. ^ - 4. MASON -AY: +J- A. MORTAR: SHALL EE =IA 1 PT PORTLAND SE•tVOL E TO S PART - 1• •�� �� ✓,i/� LIME PUTZY TO 2} PARIS SAND NY DAMP LOOSE VOIL'. (E 2O Six'•I OF lliV{T � l rV' II CEMENT AND LIME USED. URC STD 24-20. O+'� �✓ B. GRCUT: SHALL BE CCM?CLSED BY VOLUME, OF ONE PART POff1LX1D CE -04T AND THREE PARTS SKID, TO WHICH MAY BE ADDED tMI MORE - - - ^ J/4,• - O THAN 1 /10 TART LIME. SUFFICIENT WATER SHALL BE ADDED TO TRO- - S C H E DU L F DUCE A CONSISTENCY FOR POURING WITHOUT SEGREGATION OF CON- - "• STITVEI•NTS OF THE GRCLTT. GROUT MAY CONTAIN AN ADDITION OF PEA -' - GRAVEL. EQUAL TO NOT MORE THAN 740 PARTS BY VOLUME OF CELE;P - U 1 M E 4.l 5 t 0 hl 5 -R E t t�! F O RC I N Cx STEEL - USED. MIN. GROUT STRINGTH 2000 P.S.I. 5 2S DAYS. ' C. ;dt4IXTURc5: NO ADMIXTURES MAY BE USED AND IF PLASTIC CE4E•T -------- '-'-'-- -- -. Is USED, NOT MORE THA.Y 1/10 PART BY VOLUME OF m*. -T ,.AY EE USED WITH PORTLAND CEMENT WHEN APPROVED BY ENGINE= . N B AR I' git B A ` - D. MASONRY UNITS: SHALL LE GRADE N CONFORM 0 UEC STD 24-4-1500 li „ , (� T'�•� PSI AND IN ADDITION THE CUALITY CONTROL STANDARDS OF TCCN - CRETE C- -N O -N B ..B R" _ .. - ,{,, r,.•-�•�C,{c�,,�� CRETE MASCURY Assoc. -Q- -- -.# AP 32 O• C. cXTSi,a0"k'. B kR_fc .. E. MASONRY CONSTRUCTION:/� N It ... •' `� L 1. ALL MASONRY SHALL BE BUILT TO PRESERVE THE UNOESTRUCTED 7 a VERTICAL CONTINUITY OF THE C'F 1 TO B'WE FILLED. LL5 .? -a 1 - IO•'Tr N 32 ,J _..._ (�y+ ;37.1x3 AND CROSS WEBS FORMING SUCH CELTS TO BE FII.L.FD SHALL PE I f1 I It - - YS • FUL.LBEDDED IN MORTAR TO PREVENT LEAKAGE OF Gmn. ALL - � � - O � S # A O• C . s � • - '% C��'�'.�^ HEAD (OR DD) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR TO A DISTANCE N FRCI4 THE FACE OF WALL OR UNIT NOT LESS .� i.-./ it - I Oti L • ^ ^, /J• C. . , 1 }•� ,5, f' '$1 THAN THICKNESS OF 4HE LCNGI'NNON DAL FACE ShMILS. BD _ 1 _..�i..`'^:•.�_ _`_i_.. SHALL BE PROVIDED BY LAPPING UNITS IN SUC=- IVE'VUMCAL 1/ �., 1 11 �`'r `�.��• COURSES. -•:.' 4- • O - G - 2 �; T A.CJ • 0 • C . i N 2. VERTICAL, C•cr.rc TO BE FILLED SHALL HAVE VERTICAL ALICSL•,EENT (- '1,•. r � SUFE7CIENT TO MAINTAIN A CLEAR, UNOBST1tUCTED CO.TN000S _ _ 1 01 ! i1 //1; "aR •�,�,. VERTICAL CELL MEASURING NOT LESS THAN T410INCHES BY TIRES _ �,-- 3 2 (0 # � @ IAO O.0 . (2" X 3")m ") 111 _ _- 3. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTICM OF ALL 4 C=T TO C TO BE FILLED AT EACH LIFT OR PCUR OF G�4T WHERE ""' •- - g 1 �; I , 0. 'C . # L} 3 2.t I 0 •.0 , SUCH LIFT OR PCUR OF GROUT IS N ELCFSS OF FOUR FELT (4' ) -' IN HEIGHT. ANY OVERHANGING MORTAR OR OIHER OBSTRUCTION ___ r I__ It __ 1 Al �y cCO)it /^ t) OR DEBRIS SHALL RE REMOVED FRO•I THE INSIDES OF SUCH CELT - -5 - •-Y 3 - i..•' TL EJ CO a7 • C • *i L =tJ P.,�. O • C . . - WALLS. THE CLE ANC(J fS SHALL sc SEALED BEFORE TRX-IiIMIG, � .. -- t---�--- BERNARD C. ADAM AFTER INSPECTICN. dESign 4. VE]tTICAL REINFORCE,0,rr SHALL BE ACCURATELY HELD N PCGI- TION. - CIVIL ENGINEER 1101 5. FILL ALS. CELLS SOLID WITH GROUT. - _ 6. WOPXMNNSHIP SHALL B: PER C.M.A. SPECIFICATIONS SECTIO; 7. p n -�7•� Panning 11022 acacia pkwy, slut( F. MCH FILLING Z SFIORIMNG OF WALL: DO NOT BACKFILL BEHIND WALL_$TICK f-/" �SF)Coa, la2 i V P UNTIL TEN DAYS AFTER GROUTING. AVOID DAMAGE FROMCCTIPACTION vardon grOVO, ca 926' ERUIR4ENr. IG�i�I�% 'POOL- . (714) 636.02 5. PEr-4FORCING STET[.: structures , -y fj 1. SHALL EI•DFD BE DPMBARS CONFORMING TO A.S.T.M. DESIGNATION A-615 . P MAI/ ��f, , GRADE 40. ta. ✓✓✓ / 2. LAP BARS A MINIMU4 OFV EAR DIA. AT ALL SPLICES. IN ... 3'-O. ..3=.4��.....4� 0�:..:Q-��.8,._..5�=0�_-::•S�--i1.'�_._' CTHicK) ..1-.0----._ 1-.0.._.. -'Ird-- .:1..-0__.._ 1'=0_:.=1. ,rte"FTra...... 1-4.. 1-6" 1-8" 1-10 2'-2" 2-(." 2r 8. 3'-olr N W; 18,4-- 245 3G� ;2764 �'30G 368 4-2 5 I LG o :.�a9 0 -J. Y, n. a, 25 0 2125 r1. 325 .:0.225 'x•325 "�• �� o P.cr. �R 43 43 43 t '43 1-3 ' :. i3 � HEtGHT �HR • • 2-O r I 2-8' 3'-0", , u .3-4- r r L -o J -- TFri 1-0 i' -o' 1'-O'. 1' o" • 1-0' :1' 0 1'-0; Ir 1' 0" 1 " WFTG ,1 1�-�• U 1-G 1'-8" r 1-io , " 2-2 , 2-G 2=S r 3-O J --'. SFiG - O'IGFT 0.33 0'•5FT 0.83' 1.16'T I.33FT 1.64 T. �".�AA/'..::550 ` ? IO 8o2 892 1085 1251 1392 1.516 .0T•M 153.5 .353 A58_ 5S2 856 .1304 154$• . 1818 370.9 587 -182 1003 154.2 "'2225 2G10 3277 ' R : 32 ' -•33 0.4 0.4.7 '0.55 0.71 0 7G a. 15G 2 •34 -4-2 0•L3 0.44. 0.1-B 0.54 0.57 0.54. J P(A 413 /-73 481 '487 503 516 522 505 fr1�5. 63� .75G 7912 70.8 676 GG5 1 r. 5L'4 �..... SP t 11052 1265 1223 1155 1175 1181 1151 104-9 5P- -226 - - 323 -261 -2'21 :1173 -I4.5 - 14.7 - 35 _-. F•5. -I 1 32 1 Gro 1 70 1 72 1 72 1 7 1.68 I•S %I INTERLLLOAD 154 2813 34.4_ 1-03 538• 651 74• 7 6ro1 p ERICTt�u•ctf,1F 220 -VIA 2B4+to0 321+►00 357+1�0 434+100 SIG+2of 557+ zol Gobizol J, U.: • 4 KE`( WALL NO_ 1,10 w O W0 V10 YES G" 1'(96 6" ye L• LC 5TEM mom.! 57.33 136 153 265 L55 72B "G 10B7_ w *3@32 3Cro3e*3(4721!.' 43@IC A4PIr:'r�14�IG`1(*5(OIL 3P32 d J eAkj 1208=318 NAR -31E, MR= MR -L12 FAR=631 MR=IIGZ MR=11621 MR�1155 "O."r; BAR * 3Ca 32 6►ARS..<- * 3 CO 2t" '- n I- X TEW'D �A, [SAB To T�oP MR=32o ;MR= 172 'F_T'Cx.M0rr11457.33 ' 13C. 193 1 265 _-. 455 --..---::::---:-- 128 85G -- 1085 11.3("74 32 3Ca 21" 3CJ IG �4 0716" ir1-Cr7lG" 5C016� 3(P Y2 -4 3032+ 1ZEM F-�-- LL { ,. •ut V=It.S 4, Ll\TE=PAL 50.IL BF_kRIWex G).TOE; 237 P. 5. P. X (i FT)2/2 = I ICo* 412" vEPr1t r I.SL�L - Z2s I -..HO RIZ :.5TL r .�''• : C� -TOP=•� _ .:.tl � �e� 'FILL -SOLID 118 BARI _5EE 5CHEDULE, P. S Y 1 / . BUTTE COUNTY I 6Ur1.RrNQ DEPARtMENT 1. APPROVED RETAINING WALLS GE.*IERAL CONSTRUCTION [•B'YT'ES m �,t� -N fYf1 ' GENERAL:, V - F t( 3 u A. C%IRrACTOR TO VERIFY CCUDITIONS AND DIMENSIONS AND RETORT - , ANY DISCREPANCIES TO = ENGINEER.S. ALL WORK SHALL COMPLY WITH THE UNIFORM WILDING CODE AND _=14-3 STEEL W H E ► J • t t (� . 7& 2. CU �PEarHEt LOCAL CODES AND oaDINr4�•cEs. WIDTH OF F T C7� 1 At B AR , Iv 1. , A. ALL CONCRETE SHALL DEVELOP A M11N. CC lPRESSIVE SPRE: ,Tii OF _ I S OVER 21- 2" 1 e- H E P u L G_ 2000 P.S.I. AT 28 DAYS. 3. INSPECTIONS LTIUs: - W FTnc• OJeE '5CH�T7i�L=•+- - •• csBUILDING DLRAR'PE�i ursrEZT•IUN APRovAL rr.I^.R To Pa,:,Irx; .{ . ANY CONCRETE OR GRC(TT. ^ - 4. MASON -AY: +J- A. MORTAR: SHALL EE =IA 1 PT PORTLAND SE•tVOL E TO S PART - 1• •�� �� ✓,i/� LIME PUTZY TO 2} PARIS SAND NY DAMP LOOSE VOIL'. (E 2O Six'•I OF lliV{T � l rV' II CEMENT AND LIME USED. URC STD 24-20. O+'� �✓ B. GRCUT: SHALL BE CCM?CLSED BY VOLUME, OF ONE PART POff1LX1D CE -04T AND THREE PARTS SKID, TO WHICH MAY BE ADDED tMI MORE - - - ^ J/4,• - O THAN 1 /10 TART LIME. SUFFICIENT WATER SHALL BE ADDED TO TRO- - S C H E DU L F DUCE A CONSISTENCY FOR POURING WITHOUT SEGREGATION OF CON- - "• STITVEI•NTS OF THE GRCLTT. GROUT MAY CONTAIN AN ADDITION OF PEA -' - GRAVEL. EQUAL TO NOT MORE THAN 740 PARTS BY VOLUME OF CELE;P - U 1 M E 4.l 5 t 0 hl 5 -R E t t�! F O RC I N Cx STEEL - USED. MIN. GROUT STRINGTH 2000 P.S.I. 5 2S DAYS. ' C. ;dt4IXTURc5: NO ADMIXTURES MAY BE USED AND IF PLASTIC CE4E•T -------- '-'-'-- -- -. Is USED, NOT MORE THA.Y 1/10 PART BY VOLUME OF m*. -T ,.AY EE USED WITH PORTLAND CEMENT WHEN APPROVED BY ENGINE= . N B AR I' git B A ` - D. MASONRY UNITS: SHALL LE GRADE N CONFORM 0 UEC STD 24-4-1500 li „ , (� T'�•� PSI AND IN ADDITION THE CUALITY CONTROL STANDARDS OF TCCN - CRETE C- -N O -N B ..B R" _ .. - ,{,, r,.•-�•�C,{c�,,�� CRETE MASCURY Assoc. -Q- -- -.# AP 32 O• C. cXTSi,a0"k'. B kR_fc .. E. MASONRY CONSTRUCTION:/� N It ... •' `� L 1. ALL MASONRY SHALL BE BUILT TO PRESERVE THE UNOESTRUCTED 7 a VERTICAL CONTINUITY OF THE C'F 1 TO B'WE FILLED. LL5 .? -a 1 - IO•'Tr N 32 ,J _..._ (�y+ ;37.1x3 AND CROSS WEBS FORMING SUCH CELTS TO BE FII.L.FD SHALL PE I f1 I It - - YS • FUL.LBEDDED IN MORTAR TO PREVENT LEAKAGE OF Gmn. ALL - � � - O � S # A O• C . s � • - '% C��'�'.�^ HEAD (OR DD) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR TO A DISTANCE N FRCI4 THE FACE OF WALL OR UNIT NOT LESS .� i.-./ it - I Oti L • ^ ^, /J• C. . , 1 }•� ,5, f' '$1 THAN THICKNESS OF 4HE LCNGI'NNON DAL FACE ShMILS. BD _ 1 _..�i..`'^:•.�_ _`_i_.. SHALL BE PROVIDED BY LAPPING UNITS IN SUC=- IVE'VUMCAL 1/ �., 1 11 �`'r `�.��• COURSES. -•:.' 4- • O - G - 2 �; T A.CJ • 0 • C . i N 2. VERTICAL, C•cr.rc TO BE FILLED SHALL HAVE VERTICAL ALICSL•,EENT (- '1,•. r � SUFE7CIENT TO MAINTAIN A CLEAR, UNOBST1tUCTED CO.TN000S _ _ 1 01 ! i1 //1; "aR •�,�,. VERTICAL CELL MEASURING NOT LESS THAN T410INCHES BY TIRES _ �,-- 3 2 (0 # � @ IAO O.0 . (2" X 3")m ") 111 _ _- 3. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTICM OF ALL 4 C=T TO C TO BE FILLED AT EACH LIFT OR PCUR OF G�4T WHERE ""' •- - g 1 �; I , 0. 'C . # L} 3 2.t I 0 •.0 , SUCH LIFT OR PCUR OF GROUT IS N ELCFSS OF FOUR FELT (4' ) -' IN HEIGHT. ANY OVERHANGING MORTAR OR OIHER OBSTRUCTION ___ r I__ It __ 1 Al �y cCO)it /^ t) OR DEBRIS SHALL RE REMOVED FRO•I THE INSIDES OF SUCH CELT - -5 - •-Y 3 - i..•' TL EJ CO a7 • C • *i L =tJ P.,�. O • C . . - WALLS. THE CLE ANC(J fS SHALL sc SEALED BEFORE TRX-IiIMIG, � .. -- t---�--- BERNARD C. ADAM AFTER INSPECTICN. dESign 4. VE]tTICAL REINFORCE,0,rr SHALL BE ACCURATELY HELD N PCGI- TION. - CIVIL ENGINEER 1101 5. FILL ALS. CELLS SOLID WITH GROUT. - _ 6. WOPXMNNSHIP SHALL B: PER C.M.A. SPECIFICATIONS SECTIO; 7. p n -�7•� Panning 11022 acacia pkwy, slut( F. MCH FILLING Z SFIORIMNG OF WALL: DO NOT BACKFILL BEHIND WALL_$TICK f-/" �SF)Coa, la2 i V P UNTIL TEN DAYS AFTER GROUTING. AVOID DAMAGE FROMCCTIPACTION vardon grOVO, ca 926' ERUIR4ENr. IG�i�I�% 'POOL- . (714) 636.02 5. PEr-4FORCING STET[.: structures , -y fj 1. SHALL EI•DFD BE DPMBARS CONFORMING TO A.S.T.M. DESIGNATION A-615 . P MAI/ ��f, , GRADE 40. ta. ✓✓✓ / 2. LAP BARS A MINIMU4 OFV EAR DIA. AT ALL SPLICES. ,�.- .t-. � � i i c ,. < . . � ., ,' �, � .. 1 ;� i _i r Q r ,- 1 i 1 F tt r �' � , E: � 1 r • l� } i , .� � • 1 } r �� � i k. . �' 1 . z. -� ..�, . �.,.. _� t -r�` ,I ,� .. 1 r ,,,, 1 �1 .. 4 i 1 ., 1 N I `�:., �� .�� I n� � f �. K,,..�+ i ..,..m � + i f i a n. 1 r a 4, '` >. .. r �t�t r. W 1 .. .. .. 44 ,+ h4 � F. r JJJ a Ap... F' , t t y if �,. .< �,.