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079-380-047
10 1959-89B,-P,E,M A.BRAMSON, Mason &' "Jan ' �4 19 Arts Lane,' Oroville '(' ne w'single family) FINALED PEY-*nit#3556-89B(add deck" la xf,' B07 73 18 3 47 B07-1872 079-380-047 IS LL� S oof MISCELLANEOUS Phtoviaic �ys,Roof fZ0 _MO ROOF -MOUNT SOLAR SYSTEM,,/�(549 9 TS L ARTS LN MSC ABRAMSON MASON P & 'JAN jq D7R-380-047 ��� 04-31,1 ` ABRhMSON, 4-311`_&EKAaSON, MASON 19 ART'S LANE, OROVILLL' cont: o"_EW: AG BUILDING �� �� C� �. �.: - _ BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 19 ARTS LN Owner: Permit N0: B07-1872 APN: 079-380-047 ABRAMSON MASON P & JAN Issued Date: 08/31/2007 By KCG Permit type: MISCELLANEOUS 19 ARTS LN Subtype: Phtovtaic Sys Roof OROVILLE, CA 95966 Expiration Date: 08/30/2008 Description: ROOF -MOUNT SOLAR SYSTEM (5 (530) 533-2850 Occupancy: Zoning: ARMH Contractor Applicant: Square Footage: S P G SOLAR INC S P G SOLAR INC Building Garage Remdl/Addn 521 CAL OAK ROAD 521 CAL OAK ROAD OROVILLE, CA 95965 OROVILLE, CA 95965 Other Porch/Patio Total (530)533-5988 (530)533-5988 FEE INFORMATION DBMSC Photovoltaic System $408.93 Total Charged: $408.93 Fees Paid: $408.93 Balance Due: $0.00 Receipt No: B4477 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License S P G SOLAR INC 759086 / B C46 C10 / 01/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X08/31/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ontractor's Signature Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License EBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: STATE FUND policy Number: 046-0016178-2006Exp. Date:04/01I2007 Contractor's License Law.). (This section need not be completed if the permit is or one hundred otters ($100) or less. 1 AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 08/31/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions. X 08/31/2007 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building nature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal D SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owners behalf. �TAS0-J Pa -_A) 5106. 08/31/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of ermittee IGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) 1:1 Owner 1:1 Contractor OR. Agent for Owner nt for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name A Qe401S 6A) _ First Name 14450I N Mailing Address /9 /92� /�NE City 0440VILLE State eA Zip f,50'6 0/ Phone S33 — -79 SO Fax E-mail CONTRACTOR Name JP 6C 50L, -R, Address S2 t ML oAK City 6&alae State Zip 9sqe'f6 Phon 5 Fax E-mail Lic. # 7 5 9 6 Class G/0 C y6 14'e- APPLICANT WFORMA TION Name spG Address s"2/ CAL ©4w eA9- City -ORO wu 6 State Zip fePol` Phone/S36/ s33— S¢ 8 Fax � ma`il APPLIC; :, —i {SIGNATURE X�- PERMIT NO. b07 IM, BIN # PROJECT LOCATION API 0717-390-0q7 Property Address !4 4,e—,7 L 4 JI5 1-7y—o 90 V t 11&9 C'14 9s�loli WORKER'S COMPENSATION Policy Number 66 /�51 7 8 -200 7 Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name i Address DESCRIPTION OR SCOPE OF WORK: qel Pd _4 Sq FT- Living Garage Open Cov ❑ . Structure Built without Permits (Note previous use): For office use only: 7.n.niog Flood Zone } SRF.�` v ARCHITECT/ENGINEER Name Address City State Zip Phone Fax E-mail State License Number APPLICANT WFORMA TION Name spG Address s"2/ CAL ©4w eA9- City -ORO wu 6 State Zip fePol` Phone/S36/ s33— S¢ 8 Fax � ma`il APPLIC; :, —i {SIGNATURE X�- PERMIT NO. b07 IM, BIN # PROJECT LOCATION API 0717-390-0q7 Property Address !4 4,e—,7 L 4 JI5 1-7y—o 90 V t 11&9 C'14 9s�loli WORKER'S COMPENSATION Policy Number 66 /�51 7 8 -200 7 Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name i Address DESCRIPTION OR SCOPE OF WORK: qel Pd _4 Sq FT- Living Garage Open Cov ❑ . Structure Built without Permits (Note previous use): For office use only: 7.n.niog Flood Zone } SRF.�` v )r more information on is product and other ,ailable products, Base contact us at: Thompson Technology Industries, Inc. 61 Paul Drive San Rafael, CA 94903 O "� Tel: 415.446.0103 Fax: 415.456.2834 Email: info@thompsontec.com www.thompsontec.com T�` T�riOMP50N ZEC1e�1NOLOG�( \NOt1SZR\E5, \NC. High Performance Products for the Professional PV Installer r © Designed for pitched composite shingle roofs c, Minimal or no shingle cutting required c 25% faster installation than standard mounts '< a c Lower installation cost c Low -profile design enhances aesthetics t - while allowing ventilation and drainage Extremely durable & corrosion -resistant c Provides positive waterproofing c Wind resistant to Category 3 (130 mph) o Can also be used to mount antennas solar thermal, flagpoles, air conditioners, etc. © Available in clear galvanized, or black finishes • 'T AXI .. fire l,::. �.r...i „`�..�• • Sleek, building -integrated design :• Allows ventilation and drainage • 30% faster installation than standard systems* 0 'Lower installation costs � Reversible channels are compatible with all standard ee • _ • • ee _ • • commercial modules • Integrated 4 -component system eliminates complex, available products, time-consuming design and ordering please contact us at: 10 Simple coupling mechanism lets you create any length needed Thompson... Self-trimming,.self.-finishing design creates perfect- . looking; results every time. Rafael,San • • Wind. resistant to Category 3. (130 MPH) i Simplifies iriventoryand virtually eliminates waste • Works with TTI's Flat lack Roof Mounts Patent-pencling Assembly is quick and easy: Just reverse the top channel piece: to instantly adjust', the channel thick- ness to conform to standard module frames. Reduces both inventory and installationtime.: Save: additional time bywmbining the Rush Mount System with TTI's Rat Jack Roof Mounts. l .T 1 SPECIFICATIONS KC20OGT ■Physical Specifications Unit:mmun4 990 (39.Oin.) 36 0.4in.) 946 (37.2in.) 22 (0.9in.)) 22 (0.9in. c vi7n - N6, v � � C N N N 36 0.4 in.) ■.Specifications } N Electrical Performance under Standard Test Conditions ('STC) Maximum Power (Pmax) 20OW (+to /- Maximum Power Volta a (Vmpp) 26.3V Maximum Power Current Ompp) 7.61A Open Circuit Voltage (Voc) 32.9V Short Circuit Current 0sc) 8.21A Max System Voltage 600V Temperature Coefficient of Voc =1.23x10-1 V/` Temperature Coefficient of Isc 3.18x10-3 A/C 'STC : imc ie 1000W/m2. AM1.5 spWwm, mWule lempemm 25t IP Code 11 Electrical Performance at 800W/m2, NOCT, AM1.5 KYOCERA Solar do Brasil Ltda. Maximum Power (Pmax) 142W Maximum Power Voltage (Vmpp) 23.2V Maximum Power Current (Impp) 6.13A Open Circuit Voltage (Voc) 29.9V Short Circuit Current (Isc) 6.62A NOCT (Nominal Operating Ce0 Temperature) : 471C 0 Cells } Number per Module 54 il KYOCERA Corporation Headquarters • KYOCERA Asia Pacific Pte. Ltd. Module Characteristics } Length x Width x Depth 1425mtt(5624xFAT039Mx36mid1AW Weight 18.5kg(40.7lbs.) Cable (+)720mrn(28.3in),(•)1800mm(70.9i6) • .KYOCERA Solar, Inc. Tsimshatsui East, Kowloon, Hong Kong TEL:(852)2-7237183 FAX:(852)2-7244501 ■ Junctlon Box Characteristics 0 KYOCERA Asia Pacific Ltd. Taipei Office P Length x Width x Depth 113.6mm(4.5Q)z76mm(3.0m)x9mm(Q4m) IP Code 1 065 KYOCERA Solar do Brasil Ltda. 0 KYOCERA(Tianjin) Sales & Trading Corporation iN Reduction of Efficiency under Low Irradlance 19F Tower C HeOiao Building 8A GuangHua Rd., Chao Yang District, Beijing 100026, China Reduction 17.8% Reduction of efficiency from an irrandiance of 1000W/m2 to 200W/m2 (module temperature 25V Please contact our office for further information I KHE ERa KYOCERA Corporation il KYOCERA Corporation Headquarters • KYOCERA Asia Pacific Pte. Ltd. CORPORATE SOLAR ENERGY DIVISION 6 Takeda Tobadono-cho 298 Tiong Bahru Road, #13-03/05 Central Plaza, Singapore 168730 . Fushimi-ku, Kyoto TEL:(65)6271-0500 FAX:(65)6271-0600 an TEL:(810)75-604-3476 FAX:(81)75-604-3475 KYOCERA Asia Pacific Ltd. httpJ/www.kyocara.com Room 801-802, Tower 1 South Seas Centre, 75 Mody Road, • .KYOCERA Solar, Inc. Tsimshatsui East, Kowloon, Hong Kong TEL:(852)2-7237183 FAX:(852)2-7244501 7612 Ease Acorns Drive 0 KYOCERA Asia Pacific Ltd. Taipei Office P Scottsdale, Az Bs260, USA TEL:(1)480-948-8003 or (800)223-9580 FAX:(1)480-483-6431 - 10 R., No.66, Nanking West Road, Taipei, Taiwan httpJ/www.kyocerasolar.com TEL:(886)2-2555-3609 FAX:(886)2-2559-4131 KYOCERA Solar do Brasil Ltda. 0 KYOCERA(Tianjin) Sales & Trading Corporation Av. Guignard 661, Lois, A 22790.200, Recreio dos Bandeirantes, Rio de Janeiro, Brazil 19F Tower C HeOiao Building 8A GuangHua Rd., Chao Yang District, Beijing 100026, China TEL (55)21-2437-8525 FAX:(55)21-2437-2338 TEL:(86)10.8583-2270FAX:(86)10-6583-2250 httpJ/www. kyocerasolar.com.br *.KYOCERA Solar Pty Ltd. Level 3, 6-10 Talavera Road, North Ryde N.S.W. 2113, Australia TEL:(61)2-9870-3948 FAX:(61)2-9888-9588 http://www.kyocerasolar.com.au/ 0 KYOCERA Fineceramics GmbH Fritz Muller strasse 107, D-73730 Esslingen, Germany TEL:(49)711-93934-917 FAX: (49)711-93934-950 http://www.kyocerasolar.de/ Kyocera reserves the right to modify these specifications without notice LIEA09MO703-SAGKM KC20OGT HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE U�m LISTED HIGHLIGHTS OF THE NEW VALUE FRONTIER 7 4 j1 ■ KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology J and automated production facilities produce a highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is over 16%.� These cells are encapsulated between a tempered glass cover and a pottant with back sheet to provide efficient 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 KC200GT is ideal for grid tie system applications. • Residential roof top systems • Water Pumping systems • Large commercial grid tie systems • High Voltage stand alone systems • etc. QUALIFICATIONS • MODULE: UL1703 certified * FACTORY : IS09001 and ISO 14001 QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules have passed the following tests. • Thermal cycling test • Thermal shock test 0 Thermal / Freezing and high humidity cycling test • Electrical isolation test • Hail impact test • Mechanical, wind and twist loading test • Salt mist test • Light and water -exposure test • Field exposure test LIMITED WARRANTY 1 year limited warranty on material and workmanship 020 years limited warranty on power output: For detail, please refer to *category IVin Warranty issued by Kyocera (Long term output warranty shell warrant if PV Module(s) exhibits power output of less than 900/ of the original minimum rated power specified at the time of sale within 10 years and less than 80% within 20 years after the date of sale to the Customer. The power output values shall be those measured under Kyocera's standard measurement conditions. Regarding the warranty conditions in detail, please refer to Warranty issued by Kyocera) ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Current -Voltage characteristics of Photovoltaic Module KC200GT at various cell temperatures Module KC200GT at various irradiance levels Voltage M voltage M mc. Input data FRONIUS IG 4000 FRONIUS IG 5100 FRONIUS IG 4500 -LV Recommended PV power 3000 - 5000 Wp 4000 - 6300 Wp 3600 - 5500 Wp Operating DC voltage range 150 - 450 V 150 - 450 V 150 - 450 V Max. DC input voltage 500 V 500 V 500 V Max. usable DC input current 26.1 A 33.2 A 29.3 A 'Output data FRONIUS IG 4000 FRONIUS IG 5100 FRONIUS IG 4500 -LV Maximum output power @40° C 4000 W 5100 W 4500 W Nominal AC output voltage 240 V 208 V Operating AC voltage range 212 - 264 V (240 +10% / -12%) 183 - 227 V Maximum AC current 16.7 A 21•.3 A 21.6 A Maximum utility back feed current 0.0 A 0:0 A 0.0 A Maximum output fault current 35.2 A -35.2, A 35.2 A Nominal output frequency 60 Hz Operating frequency range59.3 - 60.5 Hz (60 Hz nom) Total harmonic distortion < 5 % Power Factor (cos phi) 1 General data FRONIUS IG 4000 FRONIUS IG 5100 FRONIUS IG 4500 -LV Max. efficiency 95.2 % 95.2% 94.4% Consumption in stand-by < 0.15 W (night) Consumption during operation 15 W Protection Type NEMA 3R Cooling Controlled forced ventilation Size (Ixwxh) 28.4 x 16.5 x 8.8 in (720 x 418 x 223 mm) Weight ' 42 lbs. (19 kg) Ambient temperature range -5 to 122 °F (-20 to 50 °C) Integrated DC and AC disconnects standard UL approved DC & AC disconnects Protections Ground fault protection Internal GFDI, in accordance with UL 1741 DC reverse polarity protection Internal diode Islanding protection Internal, in accordance with UL 1741 Over temperature Output power derating Surge Protection Internal DC & AC protection, Tested to 6 kV Compliance Safety UL 1741 EMI FCC Part 15; Class A & B Anti-Islanding protection UL 1741 Ground fault detector and interrupter Compliant with NEC Art. 690 requirements, UL 1741 Miscellaneous Maximum AC over current protection Two -pole, 30 A circuit breaker AC wire sizing Use maximum AWG 6 194T (90 °C) copper wire DC wire sizing Use maximum AWG 6 194T (90 °C) copper wire AC disconnect 32 A DC disconnect 40 A Warranty 7 Years; 10 Year extended warranty available Distributed by 3 KrONniusJ Fronius USA LLC Solar Electronic Division 10421 Citation Drive Suite 1100 Brighton, Mi 48116 E -Mail: pv-us@fronius.com www.fronius-usa.com e° FROMOua oc .� (• U ZI ;) r3QG U A/C a0to Qa.:aDU, 0 Ld U r GRID—TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 42 lbs, the FRONIUS IG inverters are the lightest grid -connected inverters making them both easy and cost-effective to install. More Energy MIXTI Concept allows your system to output more energy under part -load conditions. Lower Cost Integrated UL approved DC & AC disconnects which reduce installation time and complexity - often eliminating the need for additional disconnects. LCD Display User-friendly and comes standard with every FRONIUS IG; tracks more than 20 critical system performance parameters. Powerful At 4000, 4500 and 5100 watts, these inverters deliver more power output for higher performance installations. Reliable Fronius has been in business for over 60 years and has more than 200,000 FRONIUS IG inverters installed worldwide. Warranty Standard 7 -Year Warranty (10 -Year Extended Warranty available). v POWERING YOUR FUTURE a M DC Input Data IG 2000 IG 3000 IG 2500 -LV Recommended, PV power 1500 - 2500 Wp 2500 - 3500 Wp 1800•- 3000 Wp Operating DC voltage range 150 - 450 V 150 - 450 V 150 - 450 V Nominal input current 7.2 A 10A 8.6 A Max. DC input voltage 450 V 450 V 450 V Max. DC input current 13.6 A 18 A 16.9 A AC Output Data IG 2000 IG 3000 IG 2500 -LV Nominal output power 1800 W 2500 W 2150 W Maximum output power 2000 W 2700 W 2350 W Nominal AC output voltage 240 V 240 V 208 V Utility AC voltage range . 212 - 264 V (240 V +10% /-12%) 196 - 218 V Nominal AC current 7.5 A 10.4 A 10.4 A Maximum AC current 8.35 A 11.25 A 11.25 A Maximum utility back feed current 0 A 0 A 0 A Operating frequency range 59.3 - 60.5 Hz (60 Hz nom) Total Harmonic Distortion THD < 5% Power Factor i 1 General Data IG 2000 IG 3000 IG 2500 -LV Peak efficiency 94.4% 94.4% 94.4% Power Consumption in stand-by < 0.15 W (night) Power Consumption during operation 7 W Enclosure NEMA 3R Size (I x w x h) 18.5 x 16.46 x 8.78 inches (470 x 418 x 223 mm) Weight 26 lbs. (11.5 kg) Ambient temperature range -4 - 122 T (-20 to +50 °C) Cooling controlled forced ventilaton Integrated AC and DC disconnects standard IProtections IG 2000 IG 3000 IG 2500 -LV Ground fault protection Internal GFDI; in accordance with UL 1741 DC reverse polarity protection Internal diode Islanding protection Internal; in accordance with UL 1741 Over temperature Output power de -rating Certifications and Compliance UL 1741, IEEE 929, ISO 9001:2000, FCC regulations Ground fault detector and interrupter Compliant with NEC Art. 690 requirements, UL 1741 Maximum AC over current protection Two -pole circuit breaker 15 A AC wire sizing Use minimum AWG 14 194°F (90 °C) copper wire Warranty 5 years Distributed by •' tai l� �a Fronius USA LLC Solar Electronic Division 5266 Hollister Ave., #117 Santa Barbara, California 93111 E -Mail: pv-us@fronius.com www.fronius.com FROMOUS DO GRID -TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 26 lbs, the FRONIUS IG inverters are the lightest grid -connected O LJ POWERING YOUR FUTURE inverters making them easy -to -install. Flexible The wide voltage range of 150-450 V allows you to use different types of modules and system configuration possibilities. Lower Cost Integrated DC / AC breakers reduce installation time and complexity. LCD Display Comes standard with every FRONIUS IG and tracks more than 20 critical system performance parameters. Plug -and -Play Expansion slots in the inverter allow you to easily upgrade the inverter with data communication options. Reliable Fronius has been in business for over 50 years and has more than 70,000 inverters installed worldwide. O LJ POWERING YOUR FUTURE 5 46, N :E oa CHANNEL NUTS & HARDWARE ............ .. . RESISTANCE TO SLIP -With Safety Factor of 3 000 COOPER B -Line S We Part lumbers' --12 go. Channel �,,J.4gg.,Cllinnel, p 16 charinp! 98-32 N221, N221WO,N521 L so 220 50 220 go. 50 N.' 220 N721,TN221 :.N222N222 N522 00 0 4.! 0 '11'722, 'M222 #10-32 N227, N227WO, N527 100 440 100 440 100 440 11`727, TN227 .:1/4'!.-20 FY: 224 N224 N224W .:.0 .�S Z4, N7;4?... 300 13�q::: 300 :1330,.:. "'.1330 TN224, BFN-6, BMS -6, BMT -6 N223, N223WO, N523, N723, TN723 450 2000 450 2000 450 2000 BFN-8, BMS -8, BMT -8 . 3/S -16 .:: .. `FNZ;8, N;28, N28 NSA ..,. . go .3560.. .6 00 6 0:.. N728, TN228, BFN.10, BMS -10, �]IMT-10 7/16"- 14 11'226, N226WO, N526 1000 4450 800 3560 800 3560 N726, TN226 %N225, N225W0, ... ..,BMS -D-12, 'BMT -D-12 .-.1500. 7.0. -.4450 J000, ,-'..'.4450 NS2S,'N52SW0,'TNS25,'BMS-12, BMT -12 1500 .W70 -:1:4000 .,.:"."4450 `:1000 . N255, N255WO, N755, TN255 1500 6670 1000 4450 1000 4450 N555, N555WO 1500 6670 1000 4450 1000 4450 N2751 N275WO,N775 1500 6670 -4450 -4450 �575, N575WO A 1500 •:':1000oo ...4450: -1000 7/81--9 N278, N278WO, N778 1 1500 6670 1000 4450 1000 4450 Resistance to Slip of Channel Nut Reference page 44 for general fitting and standard finish specifications. CHANNEL NUTS & HARDWARE PULL-OUT STRENGTH -With Safety Factor of 3 -Maximum pullout strength for B I I & B 12 channels is limited to 1500 lbs. (6670 N). COOPER B -Line .� N C d � C0. V E Pull -Out Strength of Channel Nut i I e s; Reference page 44 for general fitting and standard finish specifications. 51 1 ,r CHANNEL SELECTION CHART for Channels, Materials and Hole Patterns i® COOPER B -Line The selection has been prepared to provide a reference for available channel, materials and hole patterns. Material types available for various hole patterns are defined by numbers j thnt 4. Some stainless steel channels with hole patterns are available on special order only. *Metric equivalent for thicknesses shown in chart. **j - Steel 12 Ga. = 2.6 mm 18 Ga. = 1.2 mm 2 - Aluminum 14 Ga. = 1.9 mm .105 = 2.6 trnn 3 - Type 304 Stainless Steel 16 Ga. = 1.5 mm .080 = 2.0 mm 4 - Type 316 Stainless Steel Properties may vary due to commercial tolerances of the material. t BK style channel available in four (4) channel sires and one (1) hole pattern only. (Example BK22H 112) Reference page 14 for general fitting and standard finish specifications. a w Channel Part Numbering Example: Type -le Chane Ho Patterns MateriaUFinish Length 1311 SH (pg. 40) GRN 120 1312 S (pg. 40) GALV 240 B22 t 1-1178 (pg. 40) HDG B24 t TH (pg. 41) YZN B26 K06 (pg. 41) SS4 B32 SHA (pg. 41) SS6 B42 S58 (pg. 42) AL B52 t M (pg. 42) B54 t H25 (pg. 43) B56 li 112 t (pg. 42) B62 * Leave blank for no hole pattern B72 L•7016 t BK style channel available in four (4) channel sires and one (1) hole pattern only. (Example BK22H 112) Reference page 14 for general fitting and standard finish specifications. a w 15 B22 CHANNEL B22 -Thickness: ) 2 Gauge (2.6 mm) •Standard lengths: 10'(3.05 m) & 20'(6.09 m) -Standard finishes: Plain, Dura -Green, Pre -Galvanized, Hot -Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum -Weight: 1.90 Lbs./Ft. (2.83 kg/m) SECTION PROPERTIES 00 COOPER B -Line 15/8" 3/8„ (41.3) 3/g„ (9.5) (9.5) (22.2) 9/32" Y - —t (7.1) 15/8" x x (41.3) 7252 IY 13/16" (20.6) B22 1.910 (2.84) SG2 (3.62) ,1912 (7.96) .2125 (3.48) .583 (1.483 .2399 9.99) .2953 (4.84) .653 (1.66) B22A 3.820 (5.69) f.124 (7.25) .9732 {ao.sl) .5989 (9.81) 931 (2.36) 4798 1(1(9.97) .5905 (9.68) 653 0.66) B22X G.649 (9.84} 1.956 (12.62) 4.1484 (172.67) 1.7019 (27.89) 1.456 (3.70) 1.1023 (45.88) 1.2027 (19.71) 751 0.91) alculations of section properties are based on metal thicknesses as detemtined by the AM Cold -formed Steel Design Manual. B22A Wt. 3.80 Lbs./Ft. (5.65 kg/m) 20 Reference page 14 for general fitting and standard finish specifications. X I5/8" (41.3) 31/4„ x x c8z.5) V 13/16" (20.6) 15/8" (41.3) J ,:1:', Lii iC ::E ..o • rn :'Y Q 22 B22 BEAM LOADING DATA COOPER B -Line Based on simple beam condition using an allowable design stress of 25,000 psi (172 MPa) in accordance with MFMA, with adequate lateral bracing (see page I 1 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. Reference page 14 for general fitting and standard finish specifications. ,, ' , t I :i I :• 1122 2610 (11 610} 14 261 (11610) 2610 (11610) 12 (305) B22A 2610• (11610) .002 2610• (11610) 2610• (11610) B22X 5790• (25755 .001 5790* (25755 5790" 5755) :B22' :., '2269.'.,: :(10093);: .031...'.2269.::. d(.79) ':(10093) .' ?:2269. :(10093) ' (457). :: :. 'B22A .. 2610' ; :; (11610) .! -:007 .: , :.2610!: '?.•:(11610) ' :2610' :: :(1.1610)B22X 5790• - 25755 :f)03 5790*" (25755 '5790• ' ' 25755B22 1702 (7571) .056 1702 (7571) 1702 (7571) 24 (609) B22A 2610* (11610) .017 (.43) 2610• (11610) 2610* (11610) B22X 5790* (25755) .008 .20) 5790• 25755 5790* (25755 B22 1361 '; ':.(6osa), ;. :;087.'': : (z,z1) .: :.1361.: ; :'(6os4) `_ .: :: 1294 ::'. •:(5756) (762)..:•I 'B22A .: 2610? :'(11610):; ;.033.';;''(.84} •. '2610' .plbio).'.:: :;26101".: •(ll6io).: -B22X 5790* 25755 A17 . .73 5790• '?25735) 5790* '-.(25755)' B22 1135 (5049) .126 (3.20) 1135 (5049) 899 (3999) 36 (914) B22A 2610* (11610) .057 (1.45) 2610* (116 to) 2610* (11610) 822X 5790* (25755) .029 (.73) 5790• (25755) 5790* (25755) :. :. ;922 ::: ': ' , .:972 .:' ,`'(4323)...' :::172 (4.37) 972: ''. :;(4323) : ;:,660. `::..;.•(2936) (1067).- B22A :.: :2610•:;:: ';.(11.610) •:,091 ::.(2.31) ; ;2610!..: _ (I161o) ::.':261.0!::: :(11610):: B22X 0 ._:• 5790 .. 5755 '°:046 `' '' 1.t7 5790•-(25755 5790• ' 25755 B22 851 (3785) .224 (5.69) 758 (3372) 505 (2246) 48 (1219) B22A 2405 (10698) .125 (3.17) 2405 (10698) 2405 (10698) B22X 5790• 25755 .068 1.73 57904 25755 5790" 25755 B22 `' : 756 ' ' ::.'(3343) :: :284 ..' : {7.21) .: : '.599 (2664) ; ... ; :399 '.(1775) '. ;'.':B22A :' . 2138 : • '.::(9510) • :158.:::' 1(4.0.1) ;: •:2138 (9510) :.'. `.2024 (900,3) " B22X 5790. 25155 097 '' 2.46 5790' 25755 5790' `' 5755 B22 681 (3029) .351 (8.91) 485 (2157) 323 (1437) 60 (1524) B22A 1924 (8558) .195 (4.95) 1924 (8558) 1640 (7295) B22X 5645 (25110) .130 (3.30) 5645 (25110) 5645 (25110) ;':(2753)...: ..:424 '::. :(10.77) i :401 :.' (1784) ', :-:267 :';: "A 1187) 66 : `. .(1676). •:: :.:'B22A ..'.: •. 1749 :::. '.(798U).: ',::236 .:' . (5.99) ': 1749: ; ':(7780) ..`:: : ]355:.:° :':(6027) .` B22X 5132 (22828 :158: > 4.01 5132 228z8 ' S] 32 22828 ' B22 567 (2522) .505 (12.83) 337 (1499) 225 (1001) 72 ()829) B22A 1603 (7130) .281 (7.14) 1603 (7130) 1139 (5066) B22X 4704 (20924) .188 4.77 4704 (20924) 4704 20924 524 ':. .(2331) • :593 .'; (15.06) : 287 • : (1276) `:. ] 91 122A : ::1480 ..: :.:(6583) ; :.;330. •:. ::(8,36) : ;9455 (6472).".; .:. 970::: ::(4315) 222X 4342 : 19314) '`.220 (5.59 "4342 19314 4270 18994) B22 486 (2162) .687 (17.45) 248 (1103) 165 (734) 84 (2133) B22A 1374 (6112) .383 (9.73) 1255 (5582) 837 (3723) B22X 4032 17935 .255 (6.48) 4032 (17935) 3682 16378 B22 :..454 :':: ':.(2019)' ' ;.7$9 :: (20.04)..' <216.::: (90I) : ` :144.:. (640) 90 ....:: ': (2286) , . :B22A :. 1283 :, ` '.(3799). •: 440 :':: .(11.17) .. :;1093 " : :: (4862) ' ; 729 :':: :: (3243) . •. B22X 3763 ' 16738 :293 7.44 3763 16738 3207 14265 B22 425 (1890) .898 (22.81) 190 (845) 126 (560) 96 (2438) B22A 1202 (5347) .500 (12.70) 961 (4275) 640 (2847) B22X 3528 (15693 .334 8.48 3528 (15693 2819 12539) ::. .B22 ..:. ' . ' 400 : • ' :::(1779) ::: .1.013. ;.. :(25.73) . ;168 :..: :: (747) :: A 12 :. ` ''• (498) ..: !O2 ::.:•: :(2591)::B22A .:: : ,1132.:(14,35), :851 .:: :(3785) ; 567 ' (2522) .. B22X 3320 ' 14768 '.377 '(9.57 3320 14768 '2497' 11107 B22 378 (1681) ).136 (28.85) 150 (667) 100 (445) 108 (2743) B22A 1069 (4755) .633 (16.08) 759 (3376) 506 (2251) B22X 3136 (13949) .422 (10.72) 3136 13949) 2227 9906) :. ....... :....: '(2895) B22 .358 ::' ';;(1592) `:: 1.266.:.: :(32.15) :. :::134 :: ,. (596) ,::: : 90. :-:,90.-- (2895).'. B22A .::':.: :-:1013 ..'(4506);•. .:706.'; (17.93) ':681. .; (3029) °; 454 B22X '2971 13215 :471 11.96 `2971 13215 1999 8892 B22 340 (1512) 1.403 (35.63) 121 (538) 81 (360) 120 (3048) B22A 962 (4279) .782 (19.86) 615 (2735) 410 (1824) B22X 2822 (12553) .521 (13.23) 2706 (12037) 1804 (8024) Based on simple beam condition using an allowable design stress of 25,000 psi (172 MPa) in accordance with MFMA, with adequate lateral bracing (see page I 1 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear. Reference page 14 for general fitting and standard finish specifications. B22 CDL UMN LOADING DATA coon B -Line "Where the sicnderness ratio C" exceeds 100, and K -end fixity factor, L. actual length and r a radius of gyration. Reference page 14 for general fitting and standard finish specifications. Ca Hwy 23 Unbraced Might ChannelLoaded Style ColumnLoadingit 1 C.G. t l 1 Slot Face Max. ColumnLoading(Loaded I I B22 -Lb.s. N 10454 (46502) Lbs. N 4276 (19120) Lbs. N 10598 (47142) Lbs. N 10222 (45470) 1 9950 (44260) 12 (305) B22A 21625 (96193) 7002 (31146) 21677 (96424) 21539 (95810) 21433 (95339) B22X 46948 208835 18975 (84405) 47061 (209338) 46761 208003 46531 206980 B22 9950.: (44260) 4153 (18473) 10253. .(45607) : 9481 :(4217.3). 3955 (39834) 18 .'(457) . B22A 21433. ;(95339) 6959. (30955) 21551. (95863) 21239. (94476) :21001 (93417) B22X 46531 06980 18859 83899 46787 '208119 46110 205107 45593 (202808 B22 9311 (41417) 3993 (17762) 9801 (43597) 8582 (38174) 7801 (34700) 24 (609) B22A 21164 (94142) 6898 (30684) 21373 (95072) 20819 (92607) 20397 (90730) B22X 45947 (204382) 18693 84440) 46401 (206402) 45198 (201051) 44282 196976) B22 1582 (38174). 3802 (16912) 926.8 (41226) . 7601. ;(33811) 6595. '(29336) 30 (762) B22A 20819 (92607): 6821 (30341) 21145. (94057). 20279 ,(90205) : 19619 :(87269) B22X 45198 201051 18485 82225 45906 '(2042001 44026 '195837 42593 189463 B22 7801 (34700) 3589 (15964) 8676 (38593) 6595 (28336) 5392 (23985) 36 (914) B22A 20397 (90730) 6728 (29927) 20866 (92816) 19619 (87269) 18669 (83044) B22X 44282 (196976) 18233 81104 45300 201504 42593 189463 40530 180286 B22 •6998 (31128) 3360 (14946) 8048 (35799) .5595: (24888) 4444. (19768) 42 (1067) B22A 19898 (88511); :6620 (29447) ; 20537 ;.(91353) 18840 (83804):: 17546 (78048) B22X 43198 192154 17940 (79801) 44586 (198328) 4090 1 (181937) 38092 169441 22 6193 (27548) 311 (13869) 7401 (32921) 4718 (20987) 3791 (16863) 48 (1219) B22A 19322 (85948) 6496 (28895) 20157 (89663) 17940 (79801) 16251 (72288) B22X 41948 186594 17604 78306 43761 (194568 38948 173254 35281 156938) .B22 53.92 (23985) 2864 . .(12740) : 6746. :(30008) ; .4090: (18193) 3310 (14723) 54 (1371).. :1122A 186.69-. (83044) 6263 (27859) 19276 (87745) 16920. :(75264) : 14782 ,(65753) B22X 40530 (180286) 16973 75499 42825 (190495) 36733 (1 63396) 132092 (142752) B22 4718 (20987) 2631 (11703) 6093 (27103) 3616 (16085) 2936 (13060) 60 (1524) B22A 17940 (79801) 5340 (23753) 19244 (85601) 15781 (70197) 13141 128529 (58454) B22X 38948 (173249) 14471 (64370) 41779 (185842) 34260 152396) (126903 2 42021- :(18691). 2434 (10827) 5441. .(24203) 3242(14421):. 2634 (11716): 66 (1676) B22A : 17134. :(76216) 4587 (20404) 18712 ,,(83235) 14521: (64592) 11328. {50369} B22X 37198 (165 465) 12431 55296 40624 180704 31525 140230 ` 24593 (109345 822 3791 (16863) 2264 (10071) 4869 (21658) 2936 (13060) 2381 (10591) 72 (1829) B22A 16251 (72288) 3968 (17650) 18129 (80642) 13141 (58454) 9524 (42365) B22X 35281 (156938) 10753 (47832) 39358 (175073) 28529 (126903) 20676 (91971) B22 3456 -(15373) 2116 (9412) 441 (19625) . 26 . ;;(11921) 1661 .(9635) 78 (1981.) B22A `, 15291 (68018) 3456 (15373) 17496 (77826) . 11642 (51786) 8115 (36097) B22X 33197 147667 9366 41662 37984 168961 25275 112429 17617 78364 22 3176 (14127) 1984 (8825) 4037 (17957) 2461 (10947) 1980 (8807) 84 (2133) B22A 14255 (63409) 3028 (13469) 16812 (74783) 10076 (44820) 6998 (31128) B22X 30947 137659 8206 (36502) 36499 162355) 21875 (97305) 15192 (67577 11 2936 (13060). 1867. (8305) :, 3724 (165.65).: 227 .; _(10097)..1816. :(8078) :90 (2286) B22A ` ' 13141 (58454). 2667 • (11863):, 1607.7 .(71514) : 8778, ,(39046) : 609.6. .(27116) B22X 28529 126903 7227 32147 34903 155256 19057 64770 13234 58868 B22 2728 (16583) 1761 (7833) 3456 (15373) 2101 (9346) 1671 (7433) 96 (2438) B22A 1195) (53160) 2359 (10493) 1529) (( 80(8) 7715 (34318) 5357 (23829) 822X 25945 (115409 6393 28437) 33197 (147667) 16749 (74503) 11630 (51733) B22 2545 °. (11321) ; 1664 (7402) 3225 `(14345).. 1951 .;(8678); 1542' (6343) 1. 102 (2591) B22A 70678.. (47498) ', 2093. (9310) : ` 14455 j04799). 6834 '. .:(30399), ,4746 ,(2111I) B22X 23182 103118) 5672 25230 31382 139594 14836 (65994) 10303 (45830 B22 2381 (10591) 1575 (7006) 3022 (13442) 1816 (8078) 1426"• (68599) 108 (2743) B22A 9524 (42365) 1867 (8305) 13568 (60353) 6096 (27116) 4233 (18829) B22X 20676 91971 5059 22503 29456 131027 13234 58868 9190 40879 B22 .' '. 2234: 19937).`, 1494 (6645) 2842 (12642) 1694. :.(7535) `. 13220' ..(5880) 114 (28.9.5), : 'B22A : '8$48: (38023) 1675 (7451) )2630 :.(56181) 5471 (24336) ` 3799' Q6899) B22X '` 18558 82550 4539 20190 27420 121970 11877 52831 8247 36684 B22 2101 (9346) 1418 (6307) 2680 (11921) 1583'• (7041) 1228" (5462) 120 (3048) B22A 7715 (34318) 1512 (6726) 11642 (51786) 4937 (21961) 3429•` (15253) B22X 16749 (74503) 4097 (18224) 25275 (112429) 10718 (47676) 7444 (33112) "Where the sicnderness ratio C" exceeds 100, and K -end fixity factor, L. actual length and r a radius of gyration. Reference page 14 for general fitting and standard finish specifications. Ca Hwy 23 cl Q In Aj 40 CHANNEL HOLE PATTERNS coo EP B -Line BUSH THRU B56SH SH TYPE CHANNEL *For beam loads use 90% of Channel Loading Chart MIS THRU B56S S TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart BUSH 12 Ga. (2.6) 31/4" (82.5) 2.97 (4.42) B12SH 12 Ga. (2.6) 27/)6" (61.9) 2.39 (3.55) B22SH. 12 Ga. .:(2.6)...15/8".. ::l_?/8'; . % .(41.3) 1.82 (2:66) B24SIi 14 Ga. (1.9) , . �/v .: I (41.3) :.'1.34 (1.99) B26SH 16 Ga. (1.5) 15/8" (41.3) 1.07 (1.59) B32SH 12 Ga. (2.6) 13/8" (34.9) 1.62 (2AI) P42S. 1.2 Ga.. ,:(2,6) _(25.,4).: .- -1 39.'..(2.07) A.33 8 BS28H 12 Ga. (2.6) 13/1611..-. .'(20.6) A.19 (1.77) B54SH 14 Ga. (1.9) 13/16" (20.6) .91 (1.33) B56SH 16 Ga. (1.5) 13/16" (20.6) .80 (1.19) MIS THRU B56S S TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart B I I H 17/8 THRU B56H 17/8 H17/8 TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart Bils 12 Ga. (2.6) 31/4" (82.5) 3.0 B12S 12 Ga. (2.6) 27/16" (61.9) 2.42 112U 12 Ch.'. .: ''(2fi) ::l_?/8'; . % `:1.85.:. .. '. (2:66) B24S (l.,q) ! , . �/v .: I :.(41.3): A.32 (1.96) B26S 16 Ga. (1.5) 5/8"(41.3) 15/8" (41.3) 1.06 (1.58) B32S 12 Ga. (2.6) 13/8" (34.9) 1.59 (2.36) P42S. 1.2 Ga.. _(25.,4).: .- -1 39.'..(2.07) A.33 8 B52S 12 Ga. (2.6) P/16". (20.6) 16 (1.72) B54S 14 Ga. 22 (1.9) 13/16" (20.6 .89 (1.32) B56S 16 Ga. (1.5) 13/16" (20.6) (2 .79 (1.17) B I I H 17/8 THRU B56H 17/8 H17/8 TYPE CHANNEL -For beam loads use 90% of Channel Loading Chart Reference page 14 for general fitting and standard finish specifications. OTS BIIH17/9 12 Ga. (2.6) 31/4" (82.5) 3.0 B12HI7/9 12 Ga. (2.6) 27/16" (61.9) 2.42 lk2X 17/8 12 Ga. (2.6) ;(41.3) `:1.85.:. SIV B26HI7/8 16 Ga. (1.5) 15/8" (41.3) 1.09 (1.62) 832H17/8 12 Ga. (2.6) 13/8" (30) 1.65 (2.45) B421#7M 12 Ga. _(25.,4).: .- -1 39.'..(2.07) . B52HI7/8 12 Ga.' .(2.6) 122 B54H 17/8 14 Ga. (1.9) 13/16" (20.6) .93 (1.38) IB56HI7/8 16 Ga., (1.5) 13/16" (20.6) .82 (1.22) Reference page 14 for general fitting and standard finish specifications. OTS 900 ANGLE FITTINGS B496 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -WI./C 85 Lbs. (38.5 kg) 23/s" (60.3) 67/8,. (174.6) j - 1 9/16" X 29h6" SLOT _ (14.3) (65.1) 17/8" (47.6) B104SH THREE HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 68 Lbs. (30.8 kg) 31/2" (88.9) 13/32„ O h\ (10.3). r .:' 9/16" X 29/16" SLOT ®. 1 (14.3) (65.1) ® 41/8" (104.8) `J I B113 FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 256 Lbs. (116.1 kg) 9/16' X 11/2" SLOT -(2) (14.3) (38.1) i 6" (152.4) 33/4-' (95.2) +r r'Fr�uaamah-caw.,........_n.`................. .. . . B496-1 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN, 14DG -Wt./C 58 Lbs. (26.3 kg) �........... 23/8" 1(60.3) 47/8" (123.8) 9/16" X 29/16' SLOT N-, (14.3) (65.1) 17/8„ (47.6) B461 TWO HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -WIJC 87 Lbs. (39.4 kg) 21/4„ 31/2" \� (57.1) (88.9) ..�.� n. 1/2" (12.7) 31/2„ 9/m" X 29/16" SLOT (14.3) (65.1) B 109S TWO HOLE TAPPED CORNER ANGLE -Standard finishes: ZN, GRN -W1./C 33 Lbs. (14.9 kg) 5/16"-18 TAPPED /117/81, (47.6) ® i (41.3) 1® COOPER B -Line B371-2 THREE HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 61 Lbs. (27.6 kg) 15/16" (33.3) 9/16" X 11/2" SLOT 1� (14.3) (38.1) \\ \ 25/8" . )(66.7) A 37/8,. B112 !_ FOUR HOLE ADJUSTABLE CORNER ANGLE -Standard finishes: ZN, GRN -Wt./C 180 Lbs. (81.6 kg) 9/1("' x 11/2" SLOT(,) l (14.3) (38.1) �11 4" (101.6) 33/4" (95.2) B521 TWO HOLE BUS DUCT ANGLE -Standard finishes: ZN, GRN -Wt./C 37 Lbs. 06.8 kg) 1 /2-, (12.7)1•. j(47.6) 2" (50.8) Reference page 58 for general fitting and standard finish specifications. 67 ' d "E E A ANGULAR FITTINGS B147 -B152 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN I B243 -B253 FOUR HOLE OPEN ANGLE -Standard finishes: ZN, GRN 5) B162-B165 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN / (27.0) 35/16" (84.1) 00 COOPER B -Line 3(8 le B322 -B332 TWO HOLE OPEN SHORT ANGLE -Standard finishes: ZN, GRN M B154 TWO HOLE OPEN ANGLE -Standard finishes: ZN, GRN, SS4 -Wt./C 58 Lbs. (26.3 kg) 3" 11/16" (27.0> - 25/16" as° (58.7) I1/16" (27.0) B522 THREE HOLE 950 OPEN ANGLE FITTING -Standard finishes: ZN, GRN -Wt./C 54 Lbs. (24.5 kg) 68 Reference page 58 for general fitting and standard finish specifications. r.. A 13/4" ,.. (44.4)' (41.3) B488 TWO HOLE LEG CONNECTION -Standard finishes: ZN, GRN -Wt./C 100 Lbs. (45.3 kg) BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. ©L/�//. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING f� OWNER PHONE NO. OWNER'S ADDRESS 19 - C) ' ' C cam , LOCATION OF BUILDING l d ! e USE OF BUILDING SIZE OF STRUCTURE TYPE OF CONSTRUCTION: WOOD FRAME --Y— STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE , ESTIMATED COST OF CONSTRUCTION $ /-4- AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT SIDES REAR�3-� AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Signature of Owne .� Permit Fee -%ftlee� .�� The above described AG Building is exempt from a building permit. ND PARC P.D. ROOF G ISSU Receipt No.�� Manager Building ivision �/j B Date _1 y White — DPW, Yellow — Assessor, Pink — B. l., Goldenrod —Applicant F3 24-47 1959—g_9B, ABRAMSON � � Mason &Jan •' 19 Arts Lane, Oroville }} (new single family) ' PEI FINALED PERMIT EXPIRES —:;z z ej ^ OWNER CONTR. n R.e ASSESSOR PARCEL �'�r CQ LOCATION g• /S K 1 )L Y' J t t . s i t . s Temp. Power Pole a 1 j . { Celled PG&E f 9% s •, Temp. Elec. Service , k Celled PG&E ' Temp. Gas Service CAIIwd MAP I M JOB FINALED (Date) Signature = OK' 0 = Not OK Not MOBILE HOMES MISCELLANEOUS Not Readyiable Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3.. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Bea ms-Rftrs.-Connec.- Shthg.-Rfg.-Bracing . 5. Electricity; location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors / /"Nat. or/ PV ft./ /"LPG 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -131 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - 8. Gas and Electricity Tagged Dead Men -Lining 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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. Card -B1 Date Card -B1 Date Boxes-Enclosu res -Panel board s- Ins. to Main in Conduit Card -B1 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -81 Date Card -B1 Date Card -131 Date Card -131 Date ` uK o =NotOK RESIDENTIAL (Single and Duplex) - = Not Applicable = Not Ready Date UND FLOOR (Plans) OK except #'s Date FR G (Continued) oni g-Setbacks;-Easements-Floo -Slope Hangers -Post Caps -Anchors -Connectors In "ist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. g., ai-- Soils-Steel-Elec. d.-/ /" Ftg. Depth g., Garage; Soils -Steel-/ /" Ftg. Depth L1--5ir_eqJace Ties or Type A Flue -Fireplace Throat Clearance 4. Ft ., Porches & Decks; Soils -Steel-/ /"Ftg. Depth ti ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Ste walls, Mai n;'Steel-Blockouts-Wrapped . Windows or Exiting Doors -Sill Hgt. & Dimensions 6.emwalls, Garage; Steel-Blockouts-Wrapped . Gar Fire Protection Framing ar-7 Sla ,Steel -Wrapped 54-69 y Line Firewall & Openings i rs-Fireplace Ft .-St el . xt. Doors -One T -Check Garage -3rd story, 2 exits 9. P 17, Fall -F' ng Te -2 way C/O -Sewer Test 53. St idth-Headroom-Rise-Run-Landing-Fire Protection 19 . GaB,Pipe; Si -Anc rs ly on Roof Overhang -Attic Vents -Rafter Outriggers Watej,Prpb; Tes c s -Regulator -Service Test iding-Nailing Veneer 12. Electric; )ndergrou d ' 56. St o Mesh -Drip Screed -Fd. Vents-Underfir. Access *"IenoKs & Du2 , Clear a -Mate (tu-Ins/ Glazing Area -Glass Protection -Skylights -Plastic Girger6-'_SiII&,<ncft BcdW-J s-Vw to-Cri es hear Walls; Nailing -Bolt 15. Insulation Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -B1 ate — Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date and -B1 Date Card -131 Date Card -1131 Date Date PLUMBI (Permit) OK except #'s f9rW er Ht. Vent -Access -Combustion Air -Baffle Date FIN Plans) OK except #'s . a Pipe; Test & Anchors -Nail Protection . Ex Steps -Door & Sidelight Protection -Landings W.V.; Test-Fttngs & Anchors -Nail Protection . Sm betector 19. Shower Pan; Test, First Floor -Tub Access urnac ;,Vents -Clearance -Comb. Air -Connector - I rage; Above Floor -Ducts -Mach. Protection 20. TMb & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors Be m Exiting $616,FJeX'bath Fixtures & Tub Access -Spa . Afilflec Trim & Subpanel; Breaker Sizes -Labels Card -131 Date Card -131 Date irs & Rails it face or Stove; Clearances -Hearth . EI utlets at Wood Panel; Int. & Ext. Card -B1 Date Card -131 Date Date ELE TCAL (Permit) OK except #'s . Kit. ' :•& Appliance; Grnd. -Air Gap -Cooking Clearance Flx Transformer Clearance -Ins. Protection 7 . Outlets & Receptacles at Kit. Counter I eceptacles Spacing -Lights & Switches at Doors 7 • G ge Fire,Door; Swing -Landing -Closer ize es & No. of Conductors -Stapled 7a-"A.PApTct in Garage -Damper 2 o Installed Close to Edge of Studs & C.J. 7 tr. H .; Vents -Clearance -Comb. Air-Connector-P.R.V.- I rage; Above Floor-Mech. Protection round made up w/Mach. Fasteners -Bond Gas & Water Appliance Circuts in Kitchen & Conductor Size/G.F.I. • Plb. lec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or AI le . *eceptacles in Garage; (G.F.I.)-Romex Protec. 7 n ion -Foam -Looked in Attic ❑ Yes 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Ins ed Neutral Yes No Rails & Deck Construction -Post Caps erv' -Ffiser Conductors & Ground -Main Disconnect9 dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑Yes 3 quip. Clearances Panels-Motors-Mech. Equip. 80. Following instld.; Drive -❑ Yes No; Walks ❑ Yes o; Planter ❑ Yes ❑ No 32. 5!2!!j�es Closet Light -Shower Light -Spa Light 30�Smoke Detector cco• Brown -Finish Card -B1 Date Card -131 Date . A nit; Disconnect, Electrical, Plumbing Card -131 Date Card -131 Date 6er Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to O Wings. Date MECHA L(Permit) OK except #'s er ell; Disconnect, Electrical, Plumbing C cts Insulation & Support 86EWrqor,8ec. Trim; G.F.I. Receptacle -Underground 3 ent Fan; Exhaust above insulation . V ilation throughout House 36. Condensate Drain & Overflow; Size & Grade . G s Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 8 . C • ns rom Previous Inpections 38. Attic Access & Platform if Furnace in Attic Meters Tagged; Gas -Electric 9VWer & Sewer Connected -C/O to Grade -HD Approval Avynergy Compliance Certificate -Other Certificates . Roofing Certificate Card -B1 Date Card -B1 Date Card -B1 Date Card -81 Date Card -131 Date and -B1 Date Card -B1 Date,' Card -131 Date Card -131 Date - % Card -81 Date Comments at Final: Date FRO"G (Plans) OK except #'s 3ero`Siasroper Material & Anchors 4 Studs -Nailing, Spacing & Bracing—Plates-Sound 4ing_Nalls over Girders & Floor Nailing 4 . Dr Stop in Walls (rat proof) 4 ire cps; Furred Ceilings -Stairs -Chases -Tub 44. eader & Beam -Size & Bearing INr)TF• An entry must he made each time you visit iob site) COUNTY OF BUTTE I DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872.-6307 CORRECTION NOTICE ER PERMIT NO. t A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this e �t COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville -Phone: 538 7541 ' 747 Elliott Road, Paradise — Phone: 872-6307 =a CORRECTION NOTICE R -r� PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. i i Inspector. Date 477 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196.Memorial Way,.Chico — Phone: 891=2751 I 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE SQA PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector. &I Date 1, t rl, ' :..:.—_ ..,.....a nd,1.., ..__�.L�t...lt.`..,...i.:..�,n. '.Itlr1•''1`Ni rdP.(ltl'@U'l.tlr�i 1'u1.nll1: eltl. 1: rl C' It t;"Y - (;- I:, I1�1' 1...I' _�-C A I►I•:t;t;ltJTTJ.t►ll UI' 1.11:1111MP111 fititir tint t:Cirll `t 1*I`.It l.Ult WALL Il;tr1!rUii1. Fibrr(.l.1 -I lite lull±!l 11 (.L11ClICn) L v _ y .I. [.1 e CLLI 1'ylrr. 11Lttl_nn.11n "1:!t.l.r.lcne:!r�(i-11c:Itc!n) � � ii t!'tt r•C.Ln l t .i.Ur.•1'cl.l ;l -Ilt.l.ck•tr:nn!l.tx:llca)`�P I l.tltllt, •ril.nll , Il:ll.r!Tto I '1 Ir 1 Clctlr,t n (Ln,:llr•!t ) tll.rll:lr(Lrlcltnn)—_ ._••-----------._...._...------•----- I'�tltlltn•I'l.rlr! 1•,A1,1,-�-._..__.____._ ___ tl:,i r•rl•tl A.1'. 11 IlKnnrl llmnt� _ 'IIlr�l.mnl It�llletnticn (It Vnl.rlr.)� _:�.. .. Ilrlinll 1lnruc C'erl:a Iill ler.cI ' '1'llt'tmnl Itr.oietltttct±(It Vn lur.) .%_9... . Ilrnm,l llnme Cert'abo-er I '1'Ir•tlnnl Itr.9lAtnttcn(It Vnl.ue)� It±-nnr) Ilnror._ f:erla.l.lt7'ectl ••' Iluint,rr- of IirtF,rf air Irn l lnt:mrtl Itnttletntice(It V11111e)r.3� _ tlCner; t,nlr;� iL l%'�. �.i.ii'1'*t•t; '1'Itr•►:nw1 I!anlHtnticc(It Vrll.tle) /9 IIL7111,1 1111111(` '1. wii.nutl ttr•.nletnnte(It Vnl.11n.)� — '1ltl.cicnc!1n(1.►tr:ltr.n) -•---------------_.._...__......�...._.. ---....._..._.... ..._-�_____ ._ '1:11••►.nuti It,:alAtnnc:e(It Vnl.ctrt) - 1 11t t c11� t c t:l:l.[y I:Iral: 1.11x• ,ll,r,trr� l.tunrin l:l.11ll u:ln bin lIll. ioil l.tl I:Ilre alit►vr� Itl r' cilli lll'111:111CQ WI.Lh 1:111! , IlIiI,I-lllr,lt t:rtt:rt ul v1:1lin I:ltaKr.,y Iterluir.ernr.ul:n. I1�1wk i Il. 111.^.11 I ;rl i rill 379907 ' "'I'r1TE CUII�:11�(;'i't)It13 l.I.CF11;:l: IIU, _ • r 1 tfy LIr�+ nl,.�vt! Lrltltll.,ll:l.n►I nlnl Olt' 1 ' I I t"11-111IIA- _tl ltclnn nn r,llowil ore tilt. 1 ktlrt h.•I,nr. Cnt�►tl: 1, I.rtttn 1111.1 rt t:I:nr 11mNntn Ivl ' rr,Ir.ecl 1,�• hlttt atae,:re ,r;. Erie."s � vA h�ttu Ittnt•nll.^c) n.. ' l�tirl.ct i•,nr'I:F,Y It'''Itll•rcnl.�tttA• ! I "fill ll'rf1r'Irt , tlevlr.r' I nr111 mnr 1 L1'.Ln(n 111t r. rrf 111r rltt,ll.ity llKent•Cl.l„�,1 ur: nl:r� [ic:tl.ly approved I,y I:IIr. .';t.nl:r. uf- C1111.fu►rl.l.tt. (L'Lct,lnr. Irt:l.nl) 'i'►'nl'I; LUr11INC'1'Ultr$ L.LC1:1131i IIU; �-�� . I A t11t1; t►r ul:an.tini- Ki;i;iri TI, 1 t t1►'� t;l•;II'I'tl� l(;n'I'1: rll);;'I• III: r►II I• I illi IJ1.'1'II 'fill: VIII►•I,tllt; :r I' ' 1'I C'1'.l;►ht AI PROVAI. Atli) �� 1.;UI"• ;;IIAI,L III: 1''fr':I,t1lrI1lUflal,lttlt;It 'lU'%,111M. .I:ennnt:l• 1.711/, ., • i. Vii• . , 0 Mason & Jan Abramson 3811 Oro -Bangor Hwy. Oroville, CA 95966 -- utve Irountil LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Sill) CHEFF, Director 7 COUNTY CENTER DRIVE t OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7541 June 14, 1990 RONALD D. McELROY Deputy Director RE: Building Permit No. 1959-89 Expiration Date 7-7-90 (A.P. No. 36-24-47 ) With reference to the above subject, our records indicate that your Building Permit expires on the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the permit, the permit shall be renewed for 2 the original Building Permit Fee (plus a $10.00 "Filing Fee"). The renewal permit will extend the Building Permit for an additional year from the original expiration date. Should you not renew your permit within thirty days of the expiration date, it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you have any questions concerning this matter, please contact the Oroville office. For your convenience, we are enclosing a renewal application form and owner - builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. Thank you for your prompt attention concerning this matter. JFG:aam Attachments: Permit Application Owner -Builder Information Owner -Builder Verification cc: Building Inspector - Yours very truly, William Cheff Director of Public Works _X �k- Glander nief Building Inspector Chico - 196 Memorial Way/891.-2751 :paradise - 745 Elliot Rd./372-6307 zi dad COUNTY OF BUTTE - DEP4ATMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT i PERMI N ASSESSOR PARCEL NUMBER -, ,,r c Z NTNG BUILDING PERMI OWNER AQ M TELEPHONE n�� 8� Q. FT. OCC. BUILDING VALU TON / lJ^ OWNER'S LING ADDRESS - 60 ✓me cs CO A 70 'S NAME OM J TELEPHONE —r�0 CONTRACTOR'S M .LING ADDRESS Fireplace 0 CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $aq ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ O Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS n ry� % i�.rilc-fv �-(YT C Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap qJ 2.00 / •f Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP 0 - �0 Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Q Duplex❑ Mobilehome❑ Ether SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 S---� Mobile Home Is G W 0.00ea TYPE OF WORK New N Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work:; Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service'600v OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is in full force and effect. License No. Classification ❑Ex. I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason oR CONST. DWEACCLLING G0 P '�z2sgft 5 NEW RES'.. U TI.OUTLET _NO ..RES'.. BRANCH CIRCUITS) 2.50 ea POWER APPARATUS S (SINGLE OUTLET CIR. Ex. OccU OUTLETS OR FIXTURES p aAL@t eALe30 FIXED Occup. OUTLETSPLNS (RESID IKEA.) 2.00 Temporary service 10.00 Mobile Home Facilities Ho 15.00 Misc . 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating —' Cooling g Hood 3.00 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 County Ordinances and 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. 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 t said County in c se uence of the granting of this permi . .. Date 4g,sre of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over ' e p nof c+- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE 8 occuP*J R CON c SCNooL LDOO ARC,, -* Po ND ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC R OF PUBLIC By PERof EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Dat+e�7�?� Receipt No. 3 Q WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, O D - PL -' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 4 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET % Permit No.4/4 �) OWNER � t2A�'l/ *� A. P. Ido. �— / 4 `Y Proposed Building Use SE Building InspectorDate At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APP 0 E 1. All items have been submitted . .................................... 2. Plot plans in upto triplicate, signed by preparer of plans........ 3. Complete plans in uplica /triplicate, signed by preparer of plans . . 4. Complete engineere plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... _6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions.............................................. ... 9. Fees of $ .......................... 10. Fhirn Urban Area fees paid ........................................ Park fees paid ............................................. School District fees paid ................. 3. Sanitation approval from e3201)_-L� C C- Health Department ... 14. City of Chico plumbing permit ..................................... . 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Ins ection for re Uired • , , Pre-Inspec. request to p q . Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ _nX 23. Recorded copy of Agricultural Acknowledgment Statement ............ � � - L tter of signature authorization ..................................... fU 26. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone S33-2RtL0 and hold for pickup at office. Deliver w/inspector. Other ApplicaDate C7 Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submittedprior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: /►�i%P e�J Fi er. C!&^ - 61,r– Contractor, designer, owner, was advised of above required data by_phone---naiI—counter by date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in ifegtd4b`ineY #gmfv er 1510 Copy—DPW l) "�1;�;y�F,'�'rYvar»:n,;y,�r�,°"�s«M1'�-�,,a.cz+ti: t».:�; �,�'�•i� ���3tr'"�ii�4i',�'`�rt'N�"="`A�t'.,� ";�'i+fJh7. i,'�i^'3�#4�d�`�';rn`n'`Ft•" va+Y. ".`�"- �., x r ^y .-+-� r BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number 7 66-,=�--1-0 Building Department No. School District( ROQI (_ City n County Jurisdiction Property Owner � �tl ` i.l Agg" So Project Location/Address '[fprzyE'L' pF 15926QA°y AR -TS LSV Subdivision Lot Number Residential Development: p / Sq. Footage l Oa # of Living MHI Addition (Group R) Units Commercial/Industrial: a New Building Departn%liy'Tepresent ative OSq. Footage Addition (Including Exterior Roofed Areas) qI ol Nat6 (Floor Plans reviewed by School District Personnel) , District Id No. �p�7CP�a1 School District certifies that (Applicant Name) (Phone Number) 8 / % zl� >�(-Street Addr s) .61 (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the Pa ment 'of � representing d6a square feet. vv�x 'Ll 7—S-- J School Distric epresentative Date PAID BY CHECK NO. BANK NO 170-7.57-6 JL_ PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) to Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance I Al, Owner Locatio ,,,, AP# CCoo'' e Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for-? bedroom home. Other NOTE * * * ani`�'tarian a e COUNTY OF BUTTE - Department of Public Works 7 County Center Drive,.Oroville, CA 95965 Phone: 916-538-7541 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. 1. 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) 1 C1-_c9<!z- 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 Address City Phone Contractors License No. 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 Contractors License No. 5. I 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 Owner O• Social Securit Nu er - Date Lci t7 NOTE: This.Owner-Builder Verification is sent to you as required by Sections 19831 and 19832 of the -California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. Returnito DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL7DEVELOPMENT Section 26-8.1 of the Butte requires this acknowledgement prior to issuance of a building County. Code be recorded permit. The property described herein is adjacent 89-022513 to land or included within an area zoned 1 Rec Fee .9.00 for agricultural purposes, and residents CheckRecorded 9.00 of this property may be subject to incon- Official Record s; ' veniences or discomfort arising from the County of ; use of agricultural chemicals, including, Butte PARTY SHOWN not limited to herbicides, pesticides, Candace J. Grubbs ' and fertilizers; and from the pursuit of agricultural operations including, Recorder g;01am 20 -Jun -89 ; � but not limited to cultivation, plowing, . _ _ _ VS_ 3 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as f of lows : H CkCS G'1P4-�Ov\ Date: A�, �( PROPERTY OWNERS: State of On this the day of 19V, before me, ,�1�� ) SS. the undersigned Notary Public, personally appeared County of Eddd�) _ _ ® Personally known to me. [4 Proved to me on the basis OFFICIAL SEAL of satisfactory evidence. DOROTHY A WISE L' MrARYDI�IfC-CALIFORMIA to be the person(s) whose names) Bum COUNTY subscribed to the within instrument and acknowledged that My C"ISSION EXP AUB. 21.1992 executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. (Q (o — 2(4" 0— OW 7 a 89-2'25 13 DESCRIPTION 89-20755 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL Ij. PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 31, 1986, IN BOOK 105 OF MAPS, AT PAGE(S) 50. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITY PURPOSES OVER ART'S LANE AND GRIMONT ROAD, AS SHOWN ON SAID PARCEL MAP. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITY PURPOSES OVER ART'S LANE AND GRIMONT ROAD, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 31, 1986, IN BOOK 105 OF MAPS, AT PAGE(S) 50. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III• ANON -EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES OVER PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE 'RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 6, 1974,.IN BOOK 49 OF MAPS, AT PAGE(S) 25. PARCEL IV• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES OVER LOTS 1 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE 'OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 30, 1980, IN BOOK 76 OF MAPS, AT.PAGE(S) 67. PARCEL V• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES ON,'OVER AND UNDER A STRIP OF GROUND 60 FEET IN WIDTH LYING 30 FEET' -ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF LOT 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 30, 1980, IN BOOK 76 OF MAPS, AT PAGE(S) 67, FROM WHICH THE NORTHEAST CORNER OF CONTINUED 9-2.25 13 PARCEL V: CONTINUED es-2orss �' .3 SAID LOT 2 BEARS NORTH 88 DEG. 58' 11" EAST, 114.52 FEET; THENCE SOUTH 43 DEG. 03' 42" EAST, 166.79 FEET TO THE EAST LINE OF SAID LOT 2; THENCE SOUTHERLY ALONG SAID EAST LINE SOUTH 00 DEG. 17' 13" EAST, 844.01 FEET AND THE END OF SAID LINE. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL VI: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES ON, OVER AND UNDER A STRIP OF GROUND 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WEST LINE OF LOT 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 30, 1980, IN BOOK 76 OF MAPS, AT PAGE(S) 67, FROM WHICH THE SOUTHWEST CORNER OF SAID LOT 2 BEARS SOUTH 00 DEG. 08' 25" WEST, A DISTANCE OF 308.29 FEET; THENCE NORTH 84 DEG. 54' 131" EAST, 664.01 FEET; THENCE NORTH 86 DEG. 05' 43" EAST, 330.95 FEET; THENCE NORTH 88 DEG. 25' 05" EAST, 330.95 FEET TO A POINT ON THE EAST LINE OF LOT 3, AS SHOWN ON SAID MAP AND THE END OF SAID LINE. END OF DOCUMENT END OF DOCUMENT OWNER'S NAME: ¢ Z2 PERMIT #: %� / .� % — 8 2 A . P . #: -'39-2- 9 " y % RECEIVED When approved, process as follows: DATE S r Mail to owner TIME (Address) Mail to contractor R�15',o d (Name and Address) Call . c?2 -2?S Oand hold for pickup at office. 2Deliver with next inspection. 'f{F - REVISED PLAN CHECK FEES PAID: �) 41 $15.00 $30.00 Additional Fees Not Required FF rf%"1TFR TNPIIT fl nAncZ T n7MFNSTnwzi S11RMrTT" RY Tii1SC UFM .. TDF' CHORE} 2X4 FIR -L ARCH it TC X -LOC L -R: 0 .29 4.36 8-00 11.54 15.71 BOT CHORD 2X4 FTI', -LARCH f1 WEBS 2X49 FIR -LARCH STANDARD -- BC X -LOC L --R: 0.29 8.00 15.71 CONNECTOR PLATES MUST BE TNSTALLEO IN ACCORDANCE WITH -: -SINGLE CUT NEB 9 -TC: 1. ' 8C: REQUIRED NTS OF I.C.B.O. RESEARCH REPORT :T2949_ (U) BOTTOM CHORD CHECKED FOR ]O P$F LIVE LOAD_ ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND - . : TOP TO BOTTON, EXCEPT WHEN LOCATED BY CIRCLE SJR DIMENSION. TOP CHORD SHALL DE LATERALLY BRACEO WITH,PROPERLY CONNECTED SEE ORAVfTNG 130 FOR 'PLATE LGCATEOW,,. ON TYPICAL JOINTS.' PUNLINS SPACED AT A MAXIMUM OF 24' D.C. -K CONNECTOR PLATFS OESIGNED FOR GAEEN LIMBER PER NOS TABLE 8.18. 4X4 rev. ^0438x5 Fxa 6.30-93 p`r t7 D C N -4 ID 11t fu td 0 0 a �X3 2 ; ' \�� �t z a a8 , OX5CL ' ILL z I -4-t $ -G $-Q-O j w• (/�� CYLR 2 SUPPORTS el P -625f V; 3.50' R-6�15f Ws 3-* LO pT TYP _-ALPINE SF-- 45249 FURNISH A COPY OF TRIS DESIGN TO ERECTION COKMACTDR REV' 15.1 .2 SCALE 0.375C - a&+ac~Woo" odomm - PC 7--w-.ate F"f"E cow DESIGN CRIT: UBC REF 8427--303$ ' C= C= c o c o *IMPORTANT** aa.a sow aE �saf Far Aw, WARNING m -WeLac fmcf"m we j' a o O cmasew F. 04cle q.f=wM.Tum s aw tw"TIo. O:mm mmclrF %m -ter.-m,, Mmews..m ++axes TC LL 20.0 PSF OATS 08/22/89 O O O O mic. aesmw ...w "a-dw ti m" Tw wow& to am.. sawsw Mo ."low - Ma . m:o c o -00&f"o WT" wa n• TIMO n ew- W H_ "[W TM oc-M FM �wc� We --M rte- Tc OL 10.0 PSI DANG =SRQ7 892-U895 O Q O O i V~SC':~ 86. s S.eae rIM anaM= MWWr W%, 01MVIFO Ms. *ALA= aPB.f�.Q oven" t aw�s "46a 1"Tim wne"m nm .a arae a "m rs ooa sw.0 W LamkLv dommu CA 18c OL cul 5-0 P CA --EMG E•+ y o �P a .MLV cs.aeWOM wMWFJCs u eras JMW 4$0 MANE -sM PW"Cgkl •T:A08 PL—am scarf14ft TOT -LD. 35.0 PSFO/A LEN- 15-0-0 i - O � 0 9.w. aEaasro 4mms ME 4' ARtw.i 4mm almewacsE Raw eerro. c ms WIM lo sn Mia mt OR .c�m � i amffw =-oawm mme- .... -w mu ..fmtsao-s aF a spwrr.® a. %-,wm w -mum wn lmm.FAc. 1.25 IPITCH -4-5/12 r . -Nome am ven Wwcm won For. g o a o 0 0 0 .-ms - TV" tsg towflum am - .ar:ora omr sw mirpla` Fm .ow armcrao SPACINZ 24.0- TYPE C4%II+I-- ".AGE -TOP CHORD 2X4 FIR -LARCH 55 TC X -LOC L -F; 0.29 4.76 8.00 11.22 15.71 o CHORD 2X8 FIA -LARCH 11 - " -"> ,BOT WEBS 2X4 FIR -LARCH STANDARD. EXCEPT AS SHOWN BC X -LOC L -F2' 0-29 4.78 8.00 11.22 15.71C -WI-2y4 FIA -LARCH #1 LUT WEB f -BC: 3 . 2 ENVES: 1.5 T? x ,CQNr4ECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH BEARING WlfCKS-SAME GRADE AND SIZE AS BEARING MEMBER REQUIREMENTS OF I . C . B .O. RESEARCH REPORT #2949. BRr LOC 1 4)0-00-00: 1 BLOCK 12" L0% - 3 16d NAILS/BLOCK � i3R3 LOC 2 15-()n- 00: 1 BLOCK 12" LONG - 3 16C NAILS/BLOCK ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIv1.1T AND -TO TOP TO BOTTOM. EXCEPT WHEN LOCATEO BY CIRCLE OR D14ENSItNN. THIS -GIRDER -HAS _BEE N-DESIGV�IED-SUPPORT:- -- - -_ N SEE OFIAWI.NG 130 FOP -PLATE LOC4TIONS ON TYPICAL JOINTS-' ; FROM _ONE-SIOF--2a'-0'0E-SPAN-FRAMTNG TL-IHE-BOT_.CHORD_F w _ t►PF'QSI TE ^IJE - 2' -U- -OF' SPAN`FPAMING"TC THE TC/£C SPLIT D _ TOP CHORD-SHAL:L BE-iAIERALLY-RRACEO VI+H-PROPERLY_ C(MECTEU _- - G1VING-A--JC'LC?AD-Of=-,60_Pt_F _ANV_A_HC_.L0A0 OF 390--PLTr-=, 0 6> ,r",yALINS SPACED AT A #4AXIMUM OF. 24' 0':C= 4' -__ - _ 0 ALL NAILS SPECIE IF -0 ARE COMMON *10E NAILS. COW-JECTOR PLATES c SIGNED FOR GRE"_ LUMBER PER NUS TABLE B -IB. Can.eentiomal framing ;s not the respoustbllit9 of the truss designer, plate maa¢factgrer, nor truss fabricator. Persons erecting trmsses are cautioned to beet advim b-, local pzofessJonal engineer regarding aomentiooai framing. connection for 24-0-0 trusses at 24' O_C_ to Dottoc coord_. SimpsoofLU287• See cataloo C-398-1 / S� .for nailing specifications.` t`/y~ 7X6 ir V ma cm VAIL , i I �. �a.e•3oaz 1� �: P-1 1959-89 PERMIT NO. 3556-89B PERMIT EXPIRES 1 a— I MASON '& JAN ABRAMSON OWNER CONTR. owner ASSESSOR PARCEL 36-24-47 LOCATION 19 Arts Lane, Oroville t i 1 ' itj f r' S. r i 1 Temp. Power Pole J Called PG&E J Temp. Elec. Service Called PG&E 'Temp. Gas Service f Called PG&E JOB FINALED (Date) Signature Y = OK ' t 0 = Not OK Not ' = Not ReadyMOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date- DEC ,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s - 1. Zoning Requirements -Setbacks -Easements _t00,z_0AiK9 Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch . Foo ings; Soils -Size -Depth -Spacing -Connectors -Steel . 3. Sewer; Location -Test -Fall -C/O -Concrete .e ecks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing `1 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete - 6. -Gas; Location -Test -Wrap: / P'L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures j 6. Carports; Windows -Doors i / /"Nat. or/ PV ft./ /"LPG 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -Bt Date Card -B1 Date t.; Steps -Doors -Landings j Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Dat , - Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -B Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s f 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - 8. Gas and Electricity Tagged Dead Men -Lining 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI t 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI is 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Card -61 Date Card -B1 Date 8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panel boards- Ins. to Main in Conduit I Card -B1 Date Card -B1 Date 9. Health Department Approval � 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date • i, s 3 • i k 0 =- Applicable - =Not Applicable - RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Fig. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth. _ 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdim. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property -Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52, Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test _ 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation _ 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -131 Date Card -B1 Date Card -B1 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'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. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 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 Card -131 Date Card -81 Date Card -Bt Date Card -61 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -B1 Date , Card -B1 Date Card -131 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 39. Sills, 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 Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing _Card -Bt Date Card -61 Date Card -B1 Date Card -B1 Date Date FINAIL (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-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. 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 Protec. 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-Firepl.-Clearance to Openings. 84. Water Welt; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground _ 86. Ventilation throughout House 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval _ 91. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -B1 Date Card -B1 Date _Card -131 Date Card -B1 Date Card -B1 Date Card -B1 Date Comments at Final: (NOTE -An entry must be made each time you visit lob site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 �5 �" L9 , - APPOCAVON AND PERMIT 1 ASSESSOR PARCEL 4,E Z �� BUILDING PERMIT OWNER 4—�� TELEPHONE SQ. FT. OCC. BUILD! G VALUATION O WNE 'S AAILING ADDRESS CONTR CTOR'S� TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS l/q 4-4J Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT SUBDIVISION NAME PARCEL MAP —`SCS Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [� Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is 10.00ea TYPE OF WORK New ❑ Addition ❑ R model,❑ Utilities ❑ Installation❑ Other Describe work: . 6�_ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR001 OR LESS10.00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of theBusiness and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.S+ OR ACDNS, (ACC. BLDGS. , �zQsgft NEW CONST"ES'D, RANCH CIRCUITS) NON.R ESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS .&) (SINGLE OUTLET CIR, Ex. Occup(OUTLETS OR FIXTURES 20050Q aAL030 FIXED APPLNS.❑ Ex. OCCUp. OUTLETS (RESID )REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 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 County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 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 again1t said County in co sequence of the granting of this permit. %� Date G� Lo, i na a of Applicant — Owner,5A Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ian of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 1 HAZ _ CUA PARK —` SCHL FE V PA Pp1 FID Is E This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. 1 CT OF PUBLIC WORKS �— 9 BY Date `� PERMIT EXPIRES Date T. Receipt No. WNITC-D.P.W.. YELLOW -ASS[ SOR, PINK -INSPECTOR. GOLDENROD -APPLICANT ""`.�tv�Y�'.t'"'.^.-'may;,;., ..,'•''bt' '}�f'\.i-r�..+,�. -.; tr^^ � COUNTY OF BUTTE - DEPARTME-NT OF.�-.PU-BLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLF,.iCALIFOQ,NIA 95965 - TELEPHONE: 916/538-7541 t rf PERMIT A PLICATION.O TA SHEET Permit No OWNER Proposed Building Use _�Y�✓V A. P. No. Building Inspector At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... l 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .................................:........ _ 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees•paid....................................... 12 Park fees paid .................................................... School District fees paid .............. 4. -Sanitation approval from '� Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see Cityforother requirements) 17. Plan ning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW V 19. Driveway permit (construction approval required prior to occupancy) �— ` 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (pate) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. " 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... t26. 27. t Wh you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephoneand hold for pickup at office. Deliver w/inspector. Other Applicant r -Date 2 745 Copy of plans sent Health Dept., Fire Dept., Other Date 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---nail—counter by ;.date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by -'1 date Plans checked by Date Plans approved by off'- Date A0 ' a Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE - Department of Public Works 7 County Center D_•irve,-Oroville, CA 95965 Phone: 916-538-7541 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. 1. 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 Address City Phone Contractors License No. 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 Contractors License No. 5. I 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 S igned : Property Owner cam-` c - Social Securit N ber �- — 6 Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of 'the California Health and Safety Code. This verification -must be completed and returned to our office before we are per- mitted to issue the permit. TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance OWner /�Location AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance fc+-� ^'*. Other NOTE * * * tkert e Sanitarian Recording Requested By: ngineer or Surveyor WW4 RECORD -OD FIL:; MAP LIST:;D -B2LOW a CERTIFICAM, OF CORRECTION COUNTY OF BUTTE ) STA'E OF 6ALIFORNIA SS /34CAIA14/I T NAP" 01 ENGINSER or SURVEYOR Doing dulY sworn, deposes and says: That the following corrections or additions to the map of T/L as filed in Book /o5 FaM WAL ge(s) 50 the Recorder are made by me in in the office accordance with Secti n 66470 of the- SubdivisionoMar Act: TH6 4,0"710V oc- TyE 50 POI./El?UA1E EASEMENT PE? BDD/G //Or/ ,0/L P65 96- /00 /5 SHoA/.(/. lAle02/ZEGTG% ,vorE : OTNErZ EgyE.�lE (/TS SNOAIV OA/ /0'5 M 50 4/rE A107- 0'r OT0'r TN/5 GE27-/F/6g7-E OF G 11170E6 7-1011 4PPWOZIM47-e C0.22E67_E0 50 ' PIOWeRL /,✓e E,y5EME•t/T PE1Z 1141 D2 96 /00 Subscribed and sworn to before me this 7_ t_ h day of July 19 89. (Notary Public in and for the County of Butte State of California V his is . to certify the above certificate of orreetion has been examined for compliance ith Section 66471.6f the Subdivision Map Act. county Surveyor RCE No. 'veB'42o/",f 66o.,5 TF OF CP Sgg�naturaOf Engineer or Surveyor (RCE No. Ls No. Listed below are the present fee owner; of property affected by the correction or addition. �, AA End of Document 19 I , 'veB'42o/",f 66o.,5 TF OF CP Sgg�naturaOf Engineer or Surveyor (RCE No. Ls No. Listed below are the present fee owner; of property affected by the correction or addition. �, AA End of Document goo a Z 2 kb4 ;- Fl LE . 4k fit,. OL�- V VY�V u` W V C!J1216, EGGS .9T7�/i'ED> BUTTE CflUN1Y BUILDING DEPARTMENT APPROVED t�. bZ o 'gb Z 540 k coo oao Ilk qt ME -27. LO Z 0z d i; 77' VIC c7t 16bo S . I is Qaa Sao g00 102 (, g� clot �1 Q�p ESS/ Z.33 Z,33 $ m Civ Q� OF C AL�FO 00P 44": (, g� clot �1 Q�p ESS/ Z.33 Z,33 $ m Civ Q� OF C AL�FO 2I - 2 Z 3 6vPSI 3gioz �•Z��a c� sLAtS WAV - 0 � V ilk f tI � r cyi�v� pvc* Op �1.JR1 S0 SHEETS 5 SOUARE wnr�� X7.381 100 SHEETS 5 SQUARE i a7.JBG 100 SHEETS 5 SQUARE y DA WN 1 OWNER'S NAME: PERMIT #: I ?,� ? ^ U / A.P. #: When approved, process as follows: I/ Mail -to owner (Address) Mail to contractor (Name and Address) f Call and hold for pickup at ! office. Deliver with next inspection. $15.00 REVISED PLAN CHECK FEES PAID: RECEIVED DATE / r TIME $30.00 Additional Fees Not Required Tor7 s D� -ZEE= Z,v P 060 000 noo 0 .?,I - J,(7 2I. J.(7 �P�JI PSI ((gxc-- 41r10 /x 00 14� 01� k�t, t , no Lip Ll .6) ►fir ¢16 Cs _24- ;. P I i bit - to co L I OLI r ar j I i • i •I i i i ( � �\ I � I I I I -- - - - - --44yr •�-•---I -�- _� � ��. i I � i �� f tip i i j i� ► ilk _ ► _ I ; I Q ; ; y, ;� ; I , _ i�•- j --, _woI - I 1 1 , j ;�j lip I A Lj u �1, "kJ JI - 1-0 it oi L16 i LJL J. 1 � I! I - - --- -- ---- - -- - - - ____i__ (—�---i � "' .it s Mwwnvhro•,-. i I _ _III I I � i �" '•i ' ' ' I 10 ;x ----------' �— 7---r----il--�—F—t--- ---. -- i — ............ r— LIP It ng I I . I -'- -- --'-'- -- -- I - - - ,I . 1 ; il.'t•l0I±\:I :Ii 0100MMIS Circlu.prive - .r I 14� __ L IF � L• r.. Ja io v -- _ � - _ it `may � — � _ _-_-� ._ _ ��— — _ _�► — �" '— � � - 505 CIRCLE -D e �,' _ ' '`s / � / _ ' • `+ . I , • — —f — r � may! ` a ' Y - I - - a RTS LN OROVILI L—G . � 1 . ./ •, _ r RAT L, N - !R O V 1 I- L. E CA 95966 _ -- SPG SOLAR :� • • .4 863 East .... . .Son ' CA 94901 a om 11111P111111111111 71 5 31-101— N --369'-10'1 AP# 079-380-047-000 ROOF MOUNTED 5.49KW PV ARRAY . (33) KC 20OGT PV MODULES AS (2) STRINGS OF (12) MODULES - AND (1) STRINGS OF (9) 4 SIZE: ROOF MOUNTED 5.49KW PV ARRAY TILT: 15 DEGREE PITCH AZIMUTH: 180 DEGREES & 270 DEGREES LOCATION: 39°28'24.61 "N 121'028'44.11 "W ELEVATION: 664 FEET PL PL 208'-7" 134'-9" ,I -10" 2 1 1. t%-7 G . (3UTTE COUNTY RUILDING DIVISION APPROVED U 3► -0? DC COND_ IUT RUN ACROSS ROOF TO EVE PENETRATION THEN DOWN TO SERVICE INVERTER AND EQUIPMENT MOUNTED ON HOUSE NEXT TO SERVICE 458'-9" PG&E SERVICE 270 deg. PL . PL ���.�,�..�... SPG SOLAR.�..oaN►.a Blvd 863 East Francesco Blvd. San Rafael, CA 94901 CA Lic. #759086 (415) 459-4201 ov.rrooReu.owrnwoerDr� o� MAIMEOdwmcr'&pwww m'AmTm -,. wpumiDmommo ,m,� °"mD.�,�".".: . : "" "SOLMM■. =Emu REVISIONS MASON ABRAMSON HOME 1i�ARTBI/IME GROVfL1E,G959Q8 SITE /PLOT PLAN REV DAM DESCRIPTION aY euv APPv yam DUENSW ' sro $wR --�.- an n.cac: canano. d - 1 / 64" 1' 8191DIN0 DEPARTMENT SUSADITAL A+1 ' l 11111111rN11111l wi om TTI RAILS (SEE CUT SHEET FOR DET 21'-0" 16'-3" B22 STRUT 0M 1v= COMP SHINGLE ROOFING 15 DEGREE SLOPE - 6'-0" 9'-11 -1 s' V-4" 0--6- 6-4- I 1 2 ROOF MOUNTED 5.49KW PV ARRAY (33) KC 20OGT PV MODULES (PORTRAIT) B22 STRUT AS (2) STRINGS OF (12) MODULES AND (1) STRINGS OF (9) zi 21'-0" 26 -4 - PATENTED TTI FLAT JACK (SEE CUT SHEET FOR DETAILS) V-6" ��� SPG SOLAR 863 East Francisco Blvd San Rafael, CA 94901 CA Lic t�759086 (415) 4594201 oBBIr11n1�r�wwrAlollnB�sn aft. rvw om$w aolaa.lm"puffiva Ioommm laal M BBaC�� AB MIG"IRAw Ab vm Ima1uas�,awmA�.eom Baal a aBl. INQ[ a M AARr� /F� 111► somAm e/�"rarw�olAw^wr AW Nw0aA8Ml 1a a/1�mm"No BM Aar®11 a�wnrAl"laao BwrrrwnlB B.wBBU91.IGALL1a1BB1wm.Ba aEv DATE 6 4 14'-9" 2"X4" TRUSSES 24" O.C. BUTTE COUNTY BUILDING DIVISION APPROVED INVERTER AND EQUIPMENT' KYOCERA KC20OGT MODULE PER MODULE: PGE SERVICE MAXIMUM POWER: 20OW MAX POWER VOLTAGE: 26.3 V OPEN CIRCUIT VOLTAGE: 32.9V MAX POWER CURRENT: 7.61A SHORT CIRCUIT CURRENT: 8.21A 1 .08 m- r— 3'-3" 4' 2.63 Itis/ aq fact .oi kv0I mo �v mmo%m monm o%m n` mr. ARRAY LAYOUT DE3=Pnar Br acv "vo 4! ARi;1�I11* OltOVIJF. CA �®/OE wor, a,er�a+o ouo �o aaNso�_ s " 3/16" = 1'-0" M s A-3 o.rzn.�cau: wnBULDINO OEVARTYEM SUBMITTAL t 3 SR' 5 4i •1 i i TYPICAL RO ATTACHMENT OF MOUNT �\2"X6" TRUSSES 24"O -.C. PATENTED FLAT JACK W / RISER BLOCK & FLASHING 26 DEGREE COMP SHINGLE ROOFING TTI RAILS � B22 STRUT X 4" LAGS (TYPICAL) BU17E COUNTY BUILDING DIVISION APPROVED REVISIONS MASON ASIRAMSON HOME E,„ ,P,m BY OM A� ,o,�� 01ROVILLECA95M STRUCTURAL DETAIL usoN o aMo AADW ouENSING 530011sow NTS _. SpGSOLAQ . no�cmm: miu�wcnware SUUXNODEPARTMENT SUBMMAL S-1 1 a 0 � i ��l ;SAG SPG SOLAR 863 East Franasw Blvd San Rafael, CA6 CA Lic.1�759086 (415) 4594201 •p•o.o.own►.e !7O/g11Mlt1�oMI1AgA0A1fIEMTA. N M WrNPUMMMIAPMOCUMcepm K=O w- Me �01— �,►'T�: REV DATE a s 26 DEGREE COMP SHINGLE ROOFING TTI RAILS � B22 STRUT X 4" LAGS (TYPICAL) BU17E COUNTY BUILDING DIVISION APPROVED REVISIONS MASON ASIRAMSON HOME E,„ ,P,m BY OM A� ,o,�� 01ROVILLECA95M STRUCTURAL DETAIL usoN o aMo AADW ouENSING 530011sow NTS _. SpGSOLAQ . no�cmm: miu�wcnware SUUXNODEPARTMENT SUBMMAL S-1 1 a 0 � i ��l r ■7 a AI 5 1 4 (12) KC 2 GT PV ODU ES (N S IES (12)KC 200GT PV MODULES IN SERIES: 863 East Francisco Blvd r:A94 MAX POWER VOLTAGE: 315.6V cICAHN"` (12) KC 2 GT PV ODU ES (N S IES MAX POWER CURRENT: 7.61A FRONIUS IG 4000 0 3CUMMWOULEWi 4.OKW INVERTER 12ADCFUSO 240 VAC LOCKABLE 3s'PME UL#1741 INTERNAL AC/OC (4) 010 RHW,2 CONDUCTORS (100' MAX = 0.6% VD) DISCS (1) 010 THWN3 GROUND (BONDED TO RACK) GF (9) KC 2 T PV OD ES N S RIES (9)KC 2000T PV MODULES IN SERIES: MAX POWER VOLTAGE: 236.7V lDAIA9 MAX POWER CURRENT: 7.61A FROMIUS !l�415! IG 2000 D�1 LOW INVERTER 2AOC 240 VAC LOCKABLE k 3R *VOW vuw LOU UL#1741 INTERIM AC/DC (2) 010 RHW,2 CONDI/CTORS (100' MAX - 0.9% VD) DISCS v ALL PANELS BONDED TO RACK W / (1) #12 BARE COPPER 1. ALL WORK PER CEG OW 2 ALL DISCONNECTS TO BE CLEARLY LABELED AND WITHIN SXW OF EACH OTHER * *WALL A PERMANENT, RED4DN4VHFTE, SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL THIS BUILDInKt, it 6D WITH ALTERNATE POWER SOURM DISCONNECT Is LOCATED WARNINGII ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES. MAY BE ENERGIZED. 6 4 ws�.rswarun 2 FRONIUS IG 4000 INVERTER: PEAK EFFICIENCY: 94.0% MAX DC CURRENT: 26.1A MAX AC CURRENT: 16.7A 1 / r EMT OR LTMF (MIN) (2) 010 THWN-2 CONDUCTORS (30' MAX : 0.5% VD) (1) 00 THWN-2 GROUND ( FOR EACH INVERTER) FRONIUS IG 2000 INVERTER: PEAK EFFICIENCY: 93.5% MAX DC CURRENT: 13.6A MAX AC CURRENT: 8.35A 5.49KW ROOF MOUNTED PV ARRAY (24) KC 20OGT PV MODULES (1) FRONIUS IG 4000 INVERTER (24) (177.2CEC) (94%) = 3997.63W AC (9) KC 20OGT PV MODULES (1) FRONIUS IG 2000 INVERTER (9) (177.2CEC) (93.5%) =1491.13W AC TOTAL SYSTEM SIZE = 5488.76W AC I WV I oAW I DESMPMM I •Y I= I N.Pv I MASON ABRAMSON HOME /S ARTS LANE OROVLLE, CA SOMS SPO SOLAR L —17 an: 1 METER # 99049J 0 METER 225AMP MAIN BUSS W / 200A MAIN SGA a XGA BUTTE COUNTY BUILDING DIVISIOK APPROVED CONDUCTOR VOLTAGE DROP CVD (DC) = 0.75% CVD (AC) - 0.5% TOTAL CONDUCTOR VOLTAGE DROP =1.3% SINGLE LINE KITS euin.OMPAMI&WSUBMTtA E-1 I C a A SPG SOUR 863 East Francisco Blvd r:A94 San Rafael, CA 94901 cICAHN"` CA Lic. It175959086 (415) 459.4201 6 4 ws�.rswarun 2 FRONIUS IG 4000 INVERTER: PEAK EFFICIENCY: 94.0% MAX DC CURRENT: 26.1A MAX AC CURRENT: 16.7A 1 / r EMT OR LTMF (MIN) (2) 010 THWN-2 CONDUCTORS (30' MAX : 0.5% VD) (1) 00 THWN-2 GROUND ( FOR EACH INVERTER) FRONIUS IG 2000 INVERTER: PEAK EFFICIENCY: 93.5% MAX DC CURRENT: 13.6A MAX AC CURRENT: 8.35A 5.49KW ROOF MOUNTED PV ARRAY (24) KC 20OGT PV MODULES (1) FRONIUS IG 4000 INVERTER (24) (177.2CEC) (94%) = 3997.63W AC (9) KC 20OGT PV MODULES (1) FRONIUS IG 2000 INVERTER (9) (177.2CEC) (93.5%) =1491.13W AC TOTAL SYSTEM SIZE = 5488.76W AC I WV I oAW I DESMPMM I •Y I= I N.Pv I MASON ABRAMSON HOME /S ARTS LANE OROVLLE, CA SOMS SPO SOLAR L —17 an: 1 METER # 99049J 0 METER 225AMP MAIN BUSS W / 200A MAIN SGA a XGA BUTTE COUNTY BUILDING DIVISIOK APPROVED CONDUCTOR VOLTAGE DROP CVD (DC) = 0.75% CVD (AC) - 0.5% TOTAL CONDUCTOR VOLTAGE DROP =1.3% SINGLE LINE KITS euin.OMPAMI&WSUBMTtA E-1 I C a A Certificate of Compliance: Residential V Climate Zone 11 Nl.4s oiti a d� Som Project Title % 7 /jen I -Awa— Bui1dJJPe2ffi1t# �•• L Project Address 7�•� Checked By / Date Documentation Author Telephone Erdoroanent Agency Use Only BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garages typical, etc.) Wall .............. Wall ............. Roof ............. Jr3 _0 Roof ............. Floor ............. Floor ............. Slab Edge ..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Glass Area % Glass Framing Type BUILDING DATA North /,�B G• of North W",ffm 09400S Conditioned Floor Area 114 Number of Stories ;Er__ Number of East of, '?,_3_ South LV�, z7 North Slab/Raised Floor ,Units �_ East ( ) [ingle Family Detached (SFD) (] Addition Alone West East [ ] Single Family Attached (SFA) [ ] Existing Building Skylight �P South [ ] Multi -Family (Mn [ ] Existing -Plus -Addition Total South ( )— BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garages typical, etc.) Wall .............. Wall ............. Roof ............. Jr3 _0 Roof ............. Floor ............. Floor ............. Slab Edge ..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single, double) (roller blind, etc.) (ahedewreen, etc.) (yeshlo) (metWMood) North W",ffm 09400S P,4'c. North East ( ) East South South ( )— West West Skylight....... $– THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (SO (inches) Location/Description (kitchen. bath. etc.) HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER.HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) 14"14. s• 38� Maximum Fumace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) 5%a2�42 -4�t Mandatory Measures Checklist: Residential MF -1R , NOTE: Lowrise residential buildings subject to the Standards must contain these measures m9 dless Of" tbrtlPlianca approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents. the features noted $hall be considered by all parties as binding minimum component perfomiaice specifications for the mandatory measures whether they are shown elsewhere in the documents or on this cherLlist only. DESCRIPRON I DESIGNER FNFORCEbMENT Building Envelope Measures • §2-5352(a): Minimum ceiling insulation R-19 weighted avenge. §2.5352(by Loose fill insulation manufacturer's labeled R -Value. ' §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). 12-5352(k)r slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 penrtfuich. §2-5311: Insulation specified or installed meets California Energy Commission (CECT quality standards Indicate type and form. §2-5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infiltration/Eafiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakages b. Doors and windows certified. c. Doors and windows weatherstripped. all joints and penetrations caulked and sealed §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §2.5352(dy Installation of Fireplaces I. Masonry and factory -built fireplaces have: a Tight fitting, closeable metal or glass door b. Outside au intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC. 42-5316(b): Exhaust systems have damper controls. §2.5314(c): Gas -rued space heating equipment his intermittent ignition devices. 62-5314: HVAC equipment, water heaters. showerheads and faucets certified by the CEC. §2-5352(i): Water heater insulation blanket (R-12 or greater) or combined interiodemerior insulation (R-16or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). 12-5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has. • a. On/off switch on heater. b. Weatherproof instruction plate on heater: e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. rime clock. S. Directional water inlet. Lighting and Appliance Measures §2-5352(j): Lighting -.25 lumens/watt or greater for general lighting in kitchens and bathrooms. 12-5314(c): Gas fired appliances equipped with intermittent ignition devices. 12-5314(a): Refrigerators, refrigerator -freezers. Geezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the building features and peiformarice specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapter 2. Subchapter 4. Article 1 of the California Administrative code- This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. i Designer Name I rttWF,>rt: Address: Telephone: t.ic 4: (signature) (date) Documentation Author Building Owner Name: Tidc/Fnn: Address: Telephone: (sign. ) (date) Enforcement Agency Name: Names SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) TitWFirtn: Agency: t 1. Ceiling Insulation 5. Infiltration (Air Leat~Cage) Spedficetion Points Standard 0 6. Glass Heat Loss Total Number of stories Number of stories R -value One Two Three R-0 -103 49 32 R-19 -8 -4 .2 R-30 -2 -1 .1 R-38 0 0 0 U -value U -value -10 4 0.50 -176 -84 -54 0.30 -102 d9 32 0.10 -26 -13 -8 0.08 -18 -9 -6 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 0.04 -1 0 Single- Single - 4 2 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -2 -2 R-19 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised F1oor Insulation 0.70 2 Insulation in Floor 1 5. Infiltration (Air Leat~Cage) Spedficetion Points Standard 0 6. Glass Heat Loss Total -14 Number of stories -69 R -value One Two Three R-0 -17 -8 -5 R-11 -3 .2 -1 R-19 0 0 0 R-30 3 1 1 U -value -10 4 40 0.60 444 -70 •46 0.50 -120 -58 38. 0.40 -95 -46 30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace -1 7 Number of stories 25 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation -37 -9 -3 Number of Stories 9 R -value one Two . Three ' R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor -4 1 6 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leat~Cage) Spedficetion Points Standard 0 6. Glass Heat Loss Total -14 -48 -69 -64 U -value %Glass Percent East South .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 - 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 .2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 •5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 3 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 ]..Shading (Shade Open) Effective Percent Glass (percent Blass x SC) Effective -14 -48 -69 -64 na %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed 1B. Shading (Shade Closed) Effective Percent Glass (percent Rias x SC) %Gcdo im Norlh Ent South West MyWt 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 35 -50 -46 na 12. -8 -29 -40 37 na 11 -7 -26 -36 33 na 10 -6 -23 31 .29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 ' 1 1 1 1 1 -4 0 2 3 4 3 0 9. Interior Thermal Mass Climate Zone 11 SCORE CARD Interior Slab Floor Raised Floor Mass Stories Stories 1199 1200 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 .1 .1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 .1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Effective -25 or Exterior Single- Single - +6 to 16 or Wall Family Family Multi +5 Mass Detached Attached Family 0.00 0 0 0 -13 0.20 3 2 1 -11. -9 0.40 5 4 3 6.6 0.60 8 6 4 -2 0.80 10 8 5 0 0 1.00 13 10 7 8.0 1.20 13 12 8 4 1.40 12 13 9 14 12 1.60 10 13 11 10.0 1.80 10 12 12 10 Z.00 10 11 13 23 19 11. Heating System 12 8 12.0 SE or 13.SPF 23 22 18 (assumes ducts In attic) 9 13.0 33 Sum of 1-6 20 15 10 _ -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 .7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 -23 Effective SE or HSPF -11 (SE or HSPF x duct efficiency) 2.8 Effective -25 or -24 to -14 to d to +610 16 or SE HSPF less -15 •5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment 0_ System Type None -30 -15 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst!m Climate Zone 11 SCORE CARD Unit Sits (sl) /�.s Water SEER. 1199 1200 1700 2200 (assumes ducts In aide) Heater Credit cr Sam of 7-10 to to or -25 or -24 to -14 to -4 to +6 to 16 or SEER less -15 -6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 9 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 .10_ 9 7 6 4 3 12.0 15' 13 11 9 7 5 13.0 20 17 14 12 . 9 6 POU -18 Effective SEER -9 -7 -6 (SEER x dud efficiency) -5 -3 -2 Sum of 7-10 -2 30% Solar Effective -25 or -24 to -14to -410 +6 to 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11. -9 -7 -6 -4 6.6 -5 -4 -4 3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 23 22 18 14 9 13.0 33 29 24 20 15 10 or Zonal Control Adjustment 14 7 .5 10 3 7 6 4 3 5 No Cooling System Installed 2 Stories One -5 4 •4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached Point System Summary: Climate Zone 11 SCORE CARD Unit Sits (sl) /�.s Water Measures 1199 1200 1700 2200 2700 Heater Credit cr b to to or Type Type las 1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 TYPE 1 MASS WSB 5 3 3 2 2 POU 8_ _ 5 4 3 3 SE None -37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 HWR -18 -12 -9 -7 -6 Effective SEER (7.03] WSB -25 -16 -12 -10 -8 Credit [none] POU -18 _ -12 -9 -7 -6 IG None -5 -3 -2 -2 -2 30% Solar 7 5 4 3 2 60A POU 3_ 2 1 1 1 IE' None -29 -19 -14 -11 -9 1.1 Sojar 8 5 4 3 3 2.5 POU -10 -6 -5 -4 -3 4 Multi -Family (Individual units) 4.6 4.8 5 5.3 Unit Size (sQ 0.2 0.4 Water 0.8 699 700 1200 1700 2200 Heater Credit or b to 10 or, Type Type less 1199 1699 2199 more SG None 0 0 0 0 0' or Solar 14 7 .5 4 3 HP HWR 9 5 3 2 2 3.9 WSB 9 4 3 •2 2 5.4 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -91 2.8 Solar 2 1 1 0 0 4.3 HWR -23 -12 -8 3 -5 5.8 WSB -25 -13 -8 -6 -5 _QQU _23 -12 .8 -6 -5 IG None -8 -4 -3 -2 1 -2 4 Solar 6 3 2 1 1 _ POU 1 0 0 0 0_ IE None -30 -15 -10 -8 -6 3 Solar 18 9 6 4 4 4.4 pr)lI -A -d .Z .1 .1) Point System Summary: Climate Zone 11 SCORE CARD Eff. % Glass /�.s X Measures n 1. Ceiling Insulation " ?7 = /.177 R -value (38] Interior Mass/CFA 2. Wall Insulation (Z i r-/ or 3.9 X R-value(11] U -value 10.0981 3. Raised Floor Insulation t or TT -C 2 PASS R-value[19] U -value (0.037] 4. Slab Edge Insulation - or --- to ..5" R-value (0] F2 factor [0.77] 5. Infiltration Standard X. � � X . TYPE 1 MASS AREA (1.7•VINC-4.21 Interior IVraaa/CFA COND. FLOOR AREA TYPE 2MASS 4 TYPE 1 MASS WINC & 4.2. le: exposed slab) ND . R AREA (,.(o X .$-� = Sys SE or HSPF Duct Efficiency [0.78] Effective SE or [0.7116.6] HSPF [0.5615.15] X S L = 7.3 SEER [9.5] Duct Efficiency [0.74] Effective SEER (7.03] S G. Type [SG] Credit [none] 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 60A 70% 75% 8o% 85y- 90% 95% 100% 105% 110Y. 115% 120% 125` Of/. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.5 2.7 29 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 Z5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.1 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.7 29 3.1 13 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 Z2 Z4 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 S.7 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 Zt 2.3 2.5 2.7 3 32 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.8 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 '1.4 1.7 1.9 2.1 23 ZS 2.7 Z9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 6.3 65% 1.1 1.3 1.5 1.7 1.9 2.2 Z4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 70Y. 1.2 1.4 1.6 1.8 2 Z2 Z5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5 8 6 6.2 64 75% 1.3 1.5 1.7 1.9 2.1 Z3 ZS 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80% 1.4 1.6 1.8 2 2.2 2.4 Z6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 S.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 Z5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 54 5.6 5.9 6.1 6.3 65 67 901/6 1.5 1.7 2 2.2 Z4 Z8 2.8 3 3.2 3.4 3.5 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.8 1.8 2 2.2 Z5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5' 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 Z5 Z8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 S.1 5.3 55 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 22 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 S.i 5.4 5.6 5.8 6 6.2 6.4 6.6 6 8 7 110% 1.9 2.1 2.3 2.5 Z7 Z9 11 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 S 6.2 5.4 5.7 S.9 61 6.3 6.5 6.7 69 1.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.6 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 50 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 Z3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Eff. % Glass /�.s X Measures n 1. Ceiling Insulation I; - a or ?7 = /.177 R -value (38] U -value (0.030] 2. Wall Insulation (Z i r-/ or 3.9 X R-value(11] U -value 10.0981 3. Raised Floor Insulation t or R-value[19] U -value (0.037] 4. Slab Edge Insulation - or --- to ..5" R-value (0] F2 factor [0.77] 5. Infiltration Standard 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Point Scores _ Z r ,;l, D, Type [double] U -value (0.65] % Total Glass (16] % Glass SC Eff. % Glass /�.s X .77 n • 3 x ?7 = /.177 7•i X 3.9 X $ X % Glass SC Eff. % Glass to ..5" X X. � � X TYPE 1 MASS AREA Interior IVraaa/CFA COND. FLOOR AREA TYPE 2MASS AREA = $ Exterior Wall Masa ND . R AREA (,.(o X .$-� = Sys SE or HSPF Duct Efficiency [0.78] Effective SE or [0.7116.6] HSPF [0.5615.15] X S L = 7.3 SEER [9.5] Duct Efficiency [0.74] Effective SEER (7.03] S G. Type [SG] Credit [none] M 7 �- Sum 1.6 - 2 S/ _..R T �-- 30 / {�' 1 �' 19- L. • —law- -Av. ... . .......... C6 �k 5 Yl ck A SatjDa a I.jr)es an - r06 CST 50-rvl. ?Vol" clear OA L AN E {�' 1 �' 19- L. • ... . .......... C6 �k 5 Yl ck A SatjDa a I.jr)es an - r06 CST 50-rvl. ?Vol" clear OA t �'7.714,: WX-LOC L -M fir, il, 4Q' t i , d� i= �� AR": S7 1L�A -BeRAW FW-LAAW �` � L -A 7. CIO 15.71 f �S1(G f!C=_ l.r�IE;: E Ix 1:LCE€i 4 A_XGROANCE �.°Il s�l�£rCF tt THEE' $--it:` . ? E3 2 -Top c"C'':ETsmm-,L LIFELATEP-ALLY'©WEQ "ITH P (3PEPLY C WECfED ' iSE�Lx�E~ 1'.i:E �;Ei7FI£LZ tai TE§E' .3Dlt�ti.. LEFT T i?T.isH7 dtPii3` PElEIL it1 • ; F'F.f:Ei? ?J h MAXIMUM CIE 2^d' i�'.0 _ :;HEIi !_CECt7ED BY CIE;LE OR DI:1ZdiE. *> : TfiG t..�r Fop. 'QE xm:- LOCATTON., ; t. N: TYPICAL jOT-t4Ts s f�i�N�i�,l ETH ; �,2TE�� CF -G FOR FI?E!.`h! 117M8Ei� PER �?L - _ z r TAG LC ritt''r ga i -CK -FIR C,34Si`plumil-Z t- T.ERAL BUT 1LIM i4k%, ll- C, E�Er1?I-Ql.t IAGftfl:F .:., rt �IIGiB CEFCTi1�- T PCT. 1�i .-s1L �* i FUFM,5H .A car [W f�� a � r rr�-�..�U• Lw�.«..L..,.. ti _ __ ___ -- -- 1j27 ---a 7?32 .�rt. err ,.�-,�-QF2II��EG�,Rf1f tJ/! l�it'L�YIM 7AI xmmltE�' MCliLif' +V� i? s�i crtTT- LB z 2t} P5F DATE Ql gf9 . r mann.. Ft -, -,w. �+t[� tom[► ter, .�za.fsars[Ir rotiei•sa��ts°n_t Tc Lt. . JU s� t~S x -e a:a iatcEst:rcrrssb.sf>Lu�eauussrEsre6s.I.s+aes[�a«res -. 'LZI¢t T>iBL PSF c'1R116 £ASd►i $�g7tJ0�6 Imo:._. •--t- 1' != `` -- Lam- t !..� C"'1 44%te 'tfsf;. 't1�.42tr .1�6_rrrfav� a3-]Pi� ty?SAF_ ,. .. C:'>t[Si- h6R fincilowl gr,- 7�RMi�Sh7tga i5:n :ib: LtO6�E 5w�;t.�h17FS SSLE1... UfE�' ea6ts t!'#1CD sSp�tAE�iYaT_ WC.K". q(iNM•F off^ i3� fC 0 �l . \t il� �ij}-�g� Lam` L—T L � •IVY" -:WtfftitiSF :.H'�l Fti1!'R PE7JifJiilaFME+:'4T is'Ai. aide 'R[LC a 's+t L ICSH L7q= %otl, _ lf;Y.'Lmui 174+�a1D -. t'i� ar Fsm,Gvm jr t cw+�x rtes o7zF7mv ATT" rr r%•+amceFAaxtrL va.. TQi.LiI'. PSF Zia i 3E i, -1f -0-Q L s �z =tttcta[s s0mltu:s,►s� rWAPA"� 10841 .�..E i.' IYMSIttl-4i'4i'3S-9:tETi�:�F 7i'9i. EUi:7.'[M .YiTtt fi35f6 CrV farG 4A -,�,� , f r �R v.. t" i FA, _ 1 PITCH -l 12 r'• - cs•,35a. `47m,cw7^f WK nils* lock , 9 ;— @ G, - _ _ - - wT.naL9c+ oCltusu4AF[rf s+tauwsc ma,m 1 iernER_ Z;l G 2A-)' TY43E Q('tZ ISFia"",. O[ X:1!`. IwS:i PJCE st= t+aa f3tic+ti LEYfJR `3F{fYSI'A7[t:a 4OR1M1XtI MfittAJCS[&7- r dw- .. _ - 'I o • . `.. _ " :JtIB; 21388 THIS i}�1G. PREa�At £i ;FR4FY 'COMPUTER INPUT (LOADS,& 'DImNS1,ONS'! svdmiTTED $Y TRUSS -MFR - TOP' CNQRCt 2X4 F b'<=LARCH S T ? LOC i. -R:: �,.Z9 5_5sd 12 ASD 17.46 23.7:1- s . SOT CHGPD 2304 - FIR=LAKCH *1 WEBS '2X4 FER-LARCH STANDARD SC X -LOC L -R Pr:29 8_36 16.44 23,.71 CONNECTOR PLhi'FS'NfltSi `8E INSTALLED I" .ACC4If€DAmm WITH SINGLE CUT VE -8 #--TC:1,A_ REQUiREMEM,'OF 1-_C.5.0- RESEARCH REPORT S2949 v VU) BQTTt";% CHORDCHEC.CEU FOR 21a PSf LIVE it7A0. - Op .ALL PLATES ARE TO BE CENTERED ON THE, JOINT:, LEFT TO RIGHT AND CO TOP TET SCTIOM. EXCEPTWN.EH LOCATED 8Y CIRCLE OR DtHENSION'. TCP CHORD SHRILL 'BE' LATERALLY SRACED WITS PROPERLY' COX!�ECTED O>' SEE DRAWtitt( 130 FOR -PLATE.. -LOCATIONS ON TYPICAL JOINTS.— PUFL I N,$ SPADED AT -a MAXIMUM OF ;iBTEe PLATES ARE CESIGNED WITH'% lam FACTOP C -r Ir. 92. Note-- 2X4 #3 heal -fir or better continuous lateral bottom cho. 1' bracing j a72"' 0_C_ ma:. re(p. .-red. Attach v/2 -16d nails. SzacLngi is not regaaireci if a rigid ct3linq Js attached directly to bottom chord. Bracing Eaaterial to oe SU1?PI �.-Z and attached at. both ends to a suitable support by erection co-atxactcr_ - - BUTTECOUNTYBUILDING DEPARTMENt - -2X8_ IX3 O _ E2 3.QD 3 -GG 2XB _j 3X4 3X4 3K K J 2-0-0 12-t1-0 12-0-2 Gl 07 ORIS t � 7 " R-94Hk V- 3.50 24- -Q OVER 2 5llRP R-948-1 Si- 3.5{}' PI T. TYP.-FLPINE SEIIN--2582eq FLRNISH R SHPT OF THIS DESIGN TO ,ERECTION CONTRACTOR ;gip' ts.n.g SME-a:Zoa 1 >_ C1 Ct "CHE EN GIREEREEI PRCMUS, M. iMMiS AWARE EMEM EFRc' ✓.�""saa. O�. j�i1�1-�.i'��j i��i` -( - —� 3 .Ii1PDPTRW-*-* aSHRL !W IIE-RF-SPUS18LEFW Fars VRRNING :a RFnsti;7C. ERECEION Fm �� nt�-cl�.,4•,, �—�i� (t j c' MIBFIM FRED THESE SFEC1FicRTCGNs CR ie7Y CE ianaN FRftt Elm. .SEE -mT-rs-.1>;rr::,r,::aun rr 3: .'4 t' �:, Tc LL Z0. 0 PSF ©ITS, 02/14 }�D O I THIS MMA OR A41 FRILURE 10 WELII THE'MISS IR CrX*0R1PFA.v. CUMNiP'n'1 FW"1cECf39t WA1T10NG-*TP1). SEC ,T �} =3 O a Q 611M T? E-CUPLITY CWRCL C'IfHLK- GY 1Pi: i!LP1REufiiNcCfon fmis o -mm irm Fi16GTIML SPECUX lET1R- � ' .; TC. OL. 1Q.0 FSF ORWG CRUS9421 SE(45-9QrJ ARE rF1t•,Fi ' EO MM W GfArE CKMEM STEEL MESS `ENT U-=1rd' 9EWIREIIE?I1S. 95LESS aiKULSE � q9 {� ( ' C� i' S .F �i`F G7 iF[FMISE St -OW, fEETEW, i£EAli4 MMS 05 f" r A445 GFCC R. 1?}W31 TCP CRR?FR SMALL 8E LRfERFii>T R9E�rE[i �` SC a�:. �UJ .'J PSf' CA - r=3 �?� x E.q ,, h J!iR .. - R?F'LT WKC1095 TO PATH FFrES AT EF",JJUIT PLC LOME A5: "11T1t PM -M FrMREa PLYYGCC+-,,KRrKRr., ° "� c� �' a # C1'1 _LCA ' 1 _ 0 F'IF II,,M LE,". z^4 C" I o !"'{ IOM. @EM1W, IrfaTUS RRE 9` WAP_ %MESS OTHEWESC SF09 Fn^Rro L`�4?? BLTH RIG,ia �fliTs 4a'V.m.lr ,rte E'aW4 S:S>a=FFt C iK fxTti if iilCFfE Pill S CIFi f T ;[iA C) : S:£ =4 iSiF R # S. tF - -.-"�_P'{',F IFT xk's :7_ EIA YZE%:RX"Ff4T `Fi7� _ --,.3-,cc.- ....lei '. , .a Lx 14'.: � , . � I _ -{^ �'.• • . e*x. ^1.,t3 - i .. a't � -- - - � >*., �2� f s it al 4: . �e"*.s.<c. sz=xaav=sWecr`�zc:t-,.+.+w.a+ ra�?e�z�.:=9�u..v���av 'sP�.�wv.cf-_-,' .• - ` �a LL ... _ _ 3 - JOB i JOB1 Z2348 THIS DWG PREPARED _FLON tONPUTER INPUT (LOADS A •0114ENSIONSI-SUBMITTED 8Yf USS'MFRI* -TQP CHORD 2Xt FIR-LAtCH #1 TC'.X-LCC L -R:; Z.'Z9 7.5-t 14.00 29.416 27.71 SOT CHORD 2Xt FIR-LAxCH #1 WEBS ZXt FIR-LAXCR STANDARD SC X -LOC L -R. 8.29 1R. S9 18.31-.27.71 _ 'CONNECTOR PLATES MUST 3E IHSTALkED EN. ACCORDANCE VrTR STUGLE CUT VEB *-TC'r2 4 rz REOUTREMENTS OF I.C..8.3. RESEAR:64 REPORT*29.49. CU) BOTTOM CHORD CHECKED FOR 1Z PSF LIVE .LOAD, Ai 1. PLATES ARr_ TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP' TO BOTTOM. EXCEPT -dHEH LOCATED BY CIRCO OR DIMENSi.1: TOP CHORD S"ALL: BE LATERALLY BRACED WITH 'RROPERLY CONNECTED fl SE:E DRAVIi�G ``139 FOR "P -ATE ' LOCATIONS '01; TYPICAL JOTNTS.`<°" Pl3RLI_HS SPACED AT A MAXIMUM Of fid" O�C HOTE-t PLATES ARE DESIGNED WtT-H A, DURATION 'FACTOR OF 9. 3Z r C, B-ffl 4Xt t oil NT U%JILDI G IEPARTME 13 �� �- IX3 APPROVED ., J o 3Xs 3X5 3X - w J -o- jq-0-0 - iq-a--0=€3 �[ '28-0-0 OYER 2 SuppoRTs -- R•-lOEBB Si- 360" = R 7DE36� N '3.SD" �. C (PUITE TYPE --ALPINE 1EUNN 250293 FURNiV, A COPY .OF IT1IS i ESIG4 TO :ERECTION EMTR IMR. ;_ �� *I�iF(}PTRA#T s 'i sE maersTeLE F,4isx Iry :t�FlR LING x' i[►s; a to CfLtSE ;,. .. �s DESVIN CiIiT _._ G T/:,T O CfYl1TL+k FBCxT 7PESE SPELIiICRTFCFB QR ii7' i3E:iBTM,IIt7 `'.S;1C➢FIGS"cE "S1R 76',(CAt�.]�1S Y�7p [4tt55E$c :SRU➢F ;fjG�f }�-�StT.N Ci! 111 CTHISC1ESi6k R 2PtFR FRRLME :R BJIL[friE(SYteLillfOHi4:siE�F!1?E O 1F➢Rtil -OIS ITY SCaQiTiS- iR1Ut7L' gt iFl.: i.4PIhE£ GFtlfiS 17. 'SEE 73114 Li51Ght SQA figTliF:�t SFETM__ EkSi- ti' £ �{r � . i`.�'x mR-3. Q+ 1C iBC�7-� mw G7IN [� aP'E :YditFr�CTidiEt? fR4el 2t) CPL7£ SF£iRMIEEO STsEL:ItAESSHE&7"FAC. o ORfEZy1%$KlklRi r?mfTw Rs"IsE1�11➢511F'vZ5➢k1 Baa& C"M S. iF'F. 3ECL'TR£tE�.IS. iP4E55 t?T��ftSErj 51�4+l1�t. 14P CFM 5Ti'i.L eE Li➢MOUT GO= 693Q?3 ^ { TFIP '. �`+ �- CIA �. � �.fit- ! CM<CMft TQ MiH F➢aS AT €M4 ; NNT M6 LDMPF K V[T!i L�tS MY 9,11mro stTYLC4 :K;kimmg; a' dr3Rl�gi. ��➢- 35 28-�3--D � ICW.CER4Ilt, Rtlor.G RqE •- Kirt7NaL wiE R[RDSi➢[SE St176i4. vtltii <SU21�lt t ii[twc QC i�mimm.. �•. ' cE;[su. i, .LEN. •�,. ,SS .- oEst}a SieFws�aFcrac Fvet[L�a>i Pest IF =si:I�a tie ';au�gr.s-Hies �� '� y fit .=F4C. l.c.�.I�TL ypSFM OPI (KT)- DESTtFF;iT:I[FISERO,Tit>lctt [AEr;iEEi tlli�f7i. t, -.. _ r'--i�➢ ➢F{M MRIE. ttpultRE los � ;mrtawc CEST&n smariciftoN FMLV= CBtSIq= ION �t .t — .r3Q���17�? ZT. v�l l+� �►tJirS. C.J'iCl 1 T'i t� 'a�.tib _ 'r'r:Crw-r�✓. 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U . €ii~SEA>3CN ( PORT , fr2� 49 S/CLOCK ID �. ALL P1.7ES st�iE TO BE 'CENTERED G'id THE .i07Nf, LtFT 1tl 011,4T APJD1RS �4C 2 iia -tip -{30:3 BLOCK 92" L47NGPPi3FiT 16tt tdiL t TOP T�-' ,'kOTT,OM, EXCEPT WHEN LOCATED 'SY CIHGLE OR OMENS E N . ,,NIS GIRDER Nfi.,, BE7=W pESl�fitt�aN%'F4414--v ' z- 1HE. BOT CHORD W +'1 ON TYPICAL J03HTS_ � FROM ONE iiNi: SIOP----�2. SP �((� .._� , SEE " F^G 33Q Sia -PLATE !_0'►.�'.71ONS tlfnPQSITE IClk-'- Q' OF "SPAM FRAWING" TO' TIE TL/8C SPLIT D A RAL:,.* BRA. -ED W1 � S TCP' 1=i Kms} Si1ALL..�3E L, 1E r IiH PE��+PEE LY. , CONNECT GitING A JC 'LOAD,,0F 60 PL:F AP10 A E C LOAD OF '�30 'PE.F ' LCtt1G , - " -r NS 5PA GED AT A 'I�AXI.NIlo� G�' ° �4" G G. ALL NATLS PECIF' L£U ARE "OMMONJNJFC NAILS. O ro I _ 18 FOR GREEN LUMBER PER BIOS TABLE 'a . ' CONt,4FCY0R PLATES` DESIGNED i{rntr�ntio=1 framlog is not the respow3aL11t9 of, the"t USS �d##SigUer' plate ,!aa� facturee, nor truss fabricator_ PersonserectAng trusses , aX� c 11 ti-aa�ed to S� iCk. iy •'lo=l professional engineer, q .-egaraiuc! conventloual fra�Eing_ � iii-c�iiu Yf¢ d' e�orozsectkran Foc 24-0-0 itrnsses at 24- O.C. to IS' bottom cbovl Si an LU2.3. See cakaloa C-��1 .for yna3:lisM sped- catighs-. 7Xb � 4 A X7 � rio. c�►a �t.H } f r + c ' i gIf !3 r .N y .a r 3 X ct e0i 3.53" tiii "W= 3;50' r so MIT zo_9; 4 A5253 FU�IESH .A COPY O THIS 'DESIGN TO ERECTfCEN �-ONTRAMCM 5,' Rau i5 . l..2 SCAi_r - Q .3?50 •• - aVrrrt becwEs.li. INCR. roc raw , I bESIGn irT: USC OEF ;;4L 33039 rr� ca o ��RF.k'�TfiAiiaE swu em see o�owlr nw ern ARWIWG ear r.r i• nzm*- m > e�ys�r4r. rt+ar Ve5[, snHa .rws .�, .. -.�c LL PT, t A E, 0$f 22l�� lJ t: �► Ct ., c , etas a91.r wa jw t, kw* w &ARD rrr TWITS m+ •nrrR. a,rssa rear .00 s itT.M.s-.fit! . 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