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068-360-143
1fii.,:� �ir$�* ����,3 ,�, rF,��r-amu �{f�S, �1'•� f 4a R a� m r till ;ry+ a"Ir + � li iaf qx +� a 1 IJ � oH rra�F y'.�'rai �Frt t`i df�EEir£� fF Za X1413ryf t ?! >ai aH' }Ii -k i, )t �� i•,1 kit �t�. ' 1. T.t � to w� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052103 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/08/2005 APN: 068-360-143-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is.in full force and effect. Site Address: 25 CASTLE CREEK DR ORO License Class: License Number: �%S08(o ��, Map Index: Date: 0/0k6— Contractor: J.�'�DO�,J�' OWNER -BUILDER DECLARATION Description: ROOF MOUNT SOLAR I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GLAZE MICHAEL C & ROSEANNA L permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 25 CASTLE CREEK DR the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 95966-7605 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: SUN POWER & GEOTHERMAL ENERGY owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 863 EAST SAN FRANCISCO BLVD year of completion, the owner -builder will have the burden of proving that he or she didnot build or improve for the purpose of SUITE A 94901 sale.). 530-533-5988 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: SUN POWER & GEOTHERMAL ENERGY ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: 863 EAST SAN FRANCISCO BLVD WORKERS' COMPENSATION DECLARATION SUITE A 94901 I h eby affirm under penalty of perjury one of the following declarations: 530-533-5988 I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: 759086 Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: Carrier: -z:_: -!✓a-7,-, Policy #: ❑ I certify that in the performance of the work for which this permit is Total Square Ft: 0 S. F. issued, I shall not employ any person in any manner so as to Valuation: $0.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: l compensation provisions of Section 3700 of the Labor Code, I shall v f� forthwith comply with those provisions. V Date: Applicant: 1 WARNING:ilure to ecure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is h y issue ju the pW isions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions do wor indi ed abov fohave been paid. . A� ` �6 performance of the work for which this permit is issued (Sec 3097 Civ.) gi G3,� Name: BY Date: Q� PERM XPIRES ON: 6 —6 6 Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ . Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized ajge*—� owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or 6cument of B tte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: l4ir✓tnL Signature: Date: 15 U 6� ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERNIIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REOUMED AT TIME OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY**, OWNER Last Name r // ,�,,, Q (• 2 (Az6j First NN�a^me / V I 1 SL Address ' C&6r_ 4(,-- (,zCity City/C State Zip 5 Phones 33 78Fax Stated E-mail APPLICANT NAME CONTRACTOR Nam rwau Addres �j' City OQp,�b t Lc CityGi20 �` l ZipS-9 � 7 Stated Zip ��%(o Phon533 1.78 Map Book Fax 33 sSy E-mail Planner /- " Lic. #?Si�F�G Class C �6 APPLICANT NAME ARCHITECT/ENGINEER Name Address IS -7 I C yr [ cm is Address City OQp,�b t Lc City ZipS-9 � 7 State Zip Phone Map Book Fax E-mail . Planner /- " State License"Number APPLICANT NAME Name Property Address 2r CA'5116' GC�rz?,c 1�/l�Y�° Address IS -7 I C yr [ cm is /la Fav City OQp,�b t Lc State ZipS-9 � 7 Phong.,, S 9 v Fax 533 - 9 5/(F, E-mail Map Book For office use only: Zoning Property Address 2r CA'5116' GC�rz?,c 1�/l�Y�° IFlood Zone I SRA YesI No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner /- " Date Approved: OVER -FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN # / LOCATION AP#Q C/ �6D r / (7 Property Address 2r CA'5116' GC�rz?,c 1�/l�Y�° City oma v.11c� Cross Street WORKER'S COMPENSATION Policy Number /(,?— (oZCarrier Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Sheriff LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Page 1 of 2 REV 2-24-05 Z23—Bldg Received by: Amount: O SRA Receipt #: DO`7� / Sheriff Vi SMIP Date: �,i� S Other 4-7—Tot,al Page 1 of 2 REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor. Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) . ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 SELECTION CHART foc.cLanucls,;�iater;ais and IIole Paaerps .. ... arc •wvNavu am OOea prepmo *b PWV'& _ nkCCWC for araUlia .Mkoas,tod hole j patterns- d failOOS 1�0iC pat0eras tie mod 8171�tu types avid hk for SOa1C itCCl r:[th LOEC patterns UM avadabk Oa WMA adet sldeto equimad fa &kbwam &Qmm iu chart. **l - SW 12 Ga. —2.6mm ISOL-12mm 7.,m 14 Ga. —13 mm 305 - 2.6 mm } _ Type 304 Staoolas SOod 16 Ga. 1S mm A&0 2.0 mm .4 -Type 316 Staiokss SW PiVertics way nary due to conmn=W Wank es of go mmedaL Chaaad Part Nambai�e� mg gil Chawd Bll Z}Pc HokPatterm SHGaRm 120' B12 S GALV B22 M79 HDG 240 B24 TH ' SS4 B264 ' SS6 B32 • AL • B-42 _. . B52 - - - B54 B56 B62 B72 E7016 page 14 for gene w fitting and sb chid fish MAI ®EPARTMA m 9015 :1322 C } r B22 ,*7Uckit= 12=�1'051�i, •Sftod nd 1eag tiatvaaiaea, �� - •Wt� 190 LhsJFt (7 83 k�m) *c304 ar 316, Atumo�mt - „ • , j 3/8" (41.3) 3/g+ A 922) 15/Y" g X _ ) n� a y SEM014 PROP V L8 B= 1910 .(7 E4) .562 (3�zj .19 OA) So (1� (99q) .2953 (4" X663 o B= 3220 (5.69) 1.124 (1.25)(4"Q 021) 931 (7.36) p9 .9906 n B22R 6.649 (9 1.956 QAQ (iT2�67) .791 12 Ct7�4j 1A66 C3-To) 1.1. ( 027 30 � 1) < ofooc6mpcopaGeserebasodon pd �dcb=dmdby A= mal 1C O • - O �i r \ y \ (41,3) 31/a" \ X X y 13/16" (m.6) Wt3 4 Lbs TL (,5.65 k&W �5 (41.3) wmcwwy BUILDING DEPARTMENT aA • fi1`��R®V.D pp 20 Pap 14 for geaaai fitting as staadaid finish Wocifica6ws. r ' jj%jJ) t SV V 1 Installation Manual 802 — SunFrame- Code -Compliant Planning and Assembly UKIRACO Table 2 SunFramen" Loads (pounds per footing) at Standard Rafter Spacings To meet ood4 yourdesign point (Wads (awaty per fwano must beat fot, contact Unrltac. In gener4 the minimum design live load equals die or above those indicated. Tilt installer is so1e11, responsible for verifying footing spacing times the rail spacing tuna the design windprewre from that the roof can withstand these design point loads. Forspedfrcadons Table 1. based on design windpressure values greater than 50pounts persquare Minimum design Sm bad Minimum des,dn hle load Minimum as a function of Maknwn as a Amcdon of &vgn design —dpressure design design► wind pressure dead bad 20 psf 30 psf 40 psf So dead � bad 10 psJ 30 psf d0 psi SO psf ASE 300 24" rafter (foot) spacing S8 248 373 497 621 32' rafter (foot) :pacing 77 331 497 662 ' 828 48" rafter goot) spacing 116 497 74S NA* NA* AsbvPow'erAN100, ANI10 374 499 623 374 24" rafter (toot) spacing 33 32" rafter (kaot) :patine 44 194 258 291 367 387 S16 484 646 48" rafter (foot) :patine 66 387 581 775 NA* AsbvPw~APil6S, APiI73 339 S08 677 847 32 rafter " spacing 34 "st*+e 46 194 2S8 291 388 388 S17 48S 646' Air raper" 69 388 S82 7n NA' BP Solar 3 160, 4160, S 170, SXI SO 817 162 244 32S 24" rafter (foot) spar K 33 32" rafter (foot) spacing 44 '208 278 313 417 417 SS6- S21 694 48" Mier" sPaft 67 417 62S 833 NA' Evergreen EC94, EC 102, EC 110 306 382 204 306 24" raker (Wot) sparing 3S 32' rafter'(foot) spacing 46 208 277 312 416 416 SSS S20 693 4" rake " sly 69 416 624 832 NA' W4 = notappGab/e. Never allow COW bad (lire /dad plus dead bad) m exceed /A00 powrds per uboo'gg 689 413 620 827 Table 3. Lag Screw Design Pull-OutValues (pounds per embedded 1' thread depth) in Typical RoofTruss Lumber Kyocera KC1201 KCl2SG 24" rafter (foot) spacing 34 32" rafter (food spadm 4S 48" rafter (hoot) spacarg 68 Krocera KCI S8G / KC 67C. 24", raker (foot) spacing 28 32" rafter "waft 37 48" rafter (foot) "ft S6 Photwwabt PW 1250 247. rafter (kaoc) spa ft 30 32'rafter spadrg 39 ,48" raker (foot) spa ft S9 ` PhotowattPW16S0 24" rafter (foot) spacing 31 32" rake (foot) spacing 41 .48'. raker (foot) spa -V 62 Sharp 70,140 , 24" rafter" spaaM 26 3Y raker (foot) spacing 34 48" rafter (foot) spacing S2 Sharp 165,175,185 24" rafter (foot) spadK 35 32":rafcer (hunt) spacing 47 48" rake (foot) spacing 70 �hac�167 24' rake (foot) spacing 24 32' raker (foot) spacing 37 '4,r rake (foot) spadng S5 249 374 499 623 374 561 . 748 NA* 169 2S4 339 423 . 226 339 452. 564 339 S08 677 847 163 245 327 408, 218 327 436 $44 327 490 6S3 817 162 244 32S 406 216 325 433 S41 325 487 649 812 IS3 229 306 382 204 306 408 510 306 4S9 612 76S 207 310 413 S17 276 413 5S1 689 413 620 827 NA* 174 261 349 436 232 249 46S 581. 349 523 697 871 Spruce. Pine, Fir �— (E of 2 million psi and higher grades of MSR and MEL) OSO 266 304 Sources: UBC /997, American Wood Council. Notes: (1) 7hrrad must be embedded in a raker or odierso teetuuit roof, member. (2) Ad -out values incorporate a 1.6 safeq bctor mcoawnended by dieAmerian Wood Cama7. (3) See UBC forrequ/red edge durance:: BUIL®ING DEhARTENT APP',D Spea'bc Lagscrew ' Shed SQ 140, SQ1$0,SQ160 62riq S//6' "" 2,r rd* (toot) VachV 32 213 319 425 531 Fr—Larch OSO 266 304 32' rafter (foot) spbdng 43 283 42S 567 708 48" rafter (foot) spacing 64 42S . 638 850 NA* Dougbs Fir—South 0.46 235 269 rN4 = not APP&EW Neuer allow toes/bad (lire bad plus dead bad) ro Engelmann Spruce, Lodgepole s exceed IAA pounds per bomV PIM (MSR 1650 f d. higher) 0.46 23S 269 Hem—Fir 0.43 212 243 t Hem—Fir {North) 0.46 235 269 T $01em Pile OSS 307 352 depth Spnxe, Pine. Fir 0.42 205 23S 1. Spruce. Pine, Fir �— (E of 2 million psi and higher grades of MSR and MEL) OSO 266 304 Sources: UBC /997, American Wood Council. Notes: (1) 7hrrad must be embedded in a raker or odierso teetuuit roof, member. (2) Ad -out values incorporate a 1.6 safeq bctor mcoawnended by dieAmerian Wood Cama7. (3) See UBC forrequ/red edge durance:: BUIL®ING DEhARTENT APP',D .. but fart ` \ulnb�rs ORe1• GRID -TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 42 lbs, the FRONIUS IG inverters are the lightest grid -connected (Z O POWERING YOUR FUTURE BUM CDUNT'Y BUILDING DEPARTMENT APPR®VE inverters making them easy -to -install. More Energy MIXTM Concept allows your system to output more energy under part -load conditions. 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. 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 50 years and has more than 100,000 inverters installed worldwide. f f (Z O POWERING YOUR FUTURE BUM CDUNT'Y BUILDING DEPARTMENT APPR®VE Input data IG 4000 IG 5100 IG 4500 -LV 'Recortimerideii'PV power (Wp) 3000 -5400 4000 -6300 3600 -5500 Operating DC voltage range (V) 150 -450 150 -450 150 -450 Max. DC input voltage (V) 500 500 500 Nominal input voltage (V) 270 270 270 Max. DC input current (A) 26.1 33.2 29.3 Output data IG 4000 IG 5100 IG 4500 -LV Nominal output power (W) 4000 5100 4500 Maximum output power (W) @ (40°C) 4000 5100 4500 Nominal AC output voltage (V) 240 208 Operating AC voltage range M 212 - 264 (240 +10% / -12%) 183 - 227 V Nominal AC current (A) 16.7 21.3 21.6 Maximum AC current (A) 16.7 21.3 21.6 Maximum utility back feed current (A) 0.0 0.0 0.0 Max. continuous output fault current (A) 35.2 35.2 35.2 Nominal output frequency (Hz) 60 Operating frequency range Hz) 59.3 - 60.5 (60+ 0.5 /- 0.7) Total harmonic distortion (%) < 5 Power Factor (cos phi) 1 General data IG 4000 IG 5100 IG -4500 -LV Max. efficiency (%) 94.4 94.4 94.4 Consumption in stand-by (night) (W) < 0.15 Consumption during operation (W) 15 Protection Type NEMA 3R Cooling Controlled forced ventilation Size I x w x h 28.34x 16.46 x 8.78 in (720 x 418 x 223 mm) Weight 41.8 Ib. (19 kg) Ambient temperature range 5 to 122 °F (-15 ... 50 °C) Integrated DC and AC disconnects standard Protections Ground fault protection Internal GFDI, in accordance with UL 1741 and NEC DC reverse polarity protection Internal diode Islanding protection Internal, in accordance with UL 1741 and NEC Over temperature Output power derating Surge Protection Internal DC & AC protection, Tested to 6 kV Compliance Safety UL 1741 EMI FCC Part 15; Class B Anti-Islanding protection UL 1741, IEEE 929 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 6 194°F (90 °C) copper wire DC wire sizing Use maximum AWG 8 194°F (90 °C) copper wire AC disconnector 32 A DC disconnector 30 A Warranty 5 Years; 10 Years available Distributed by ��-onius Fronius USA LLC Solar Electronic Division 5266 Hollister Ave., #117 Santa Barbara, California 93111 E -Mail: pv-us@fronius.com www.fronius.com FROMOUS oc GRID -TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 26 lbs, the FRONIUS IG inverters are the lightest grid -connected (Z O POWERING YOUR FUTURE 23L� 1� w � 000 COUIM BUILDING DEPARTME NT APpROV.ED 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. (Z O POWERING YOUR FUTURE 23L� 1� w � 000 COUIM BUILDING DEPARTME NT APpROV.ED '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 1 General Data IG 2000 IG 3000 IG 2500 -LV Peak efficiency 94.4% 1 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 °F (-20 to +50 °C) Cooling controlled forced ventilaton Integrated AC and DC disconnects standard Protections 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 06\6 0 M R N 0 0 I OP �i-onius Fronius USA LLC Solar Electronic Division 5266 Hollister Ave., #117 Santa Barbara, California 93111 E -Mail: pv-us@fronius.com www.fronius.com IR exans Aluminum Interlock Armored4l Power and Control Cable -40°C / +90°G rated.: Multiple conductors, with ground wire, inner PVC jacket, aluminum interlocked armor,, outer, PVC jacket ` Construction Outer Jacket: overall polyvinyl Product features , chloride jacket per CSA C22.2 No. Conductor: bare, annealed copper ,. 131-M89; low acid gas emission; • Cables are CSA listed as Type Teck Class B stranded in accordance with limited flame spread and excellent (for cables up to 5kV) ASTM 88. In sizes 8 AWG to 1000 corrosion resistance. Jacket color is • CSA listed insulated conductors . kcmil, the conductors -are compact black for 600V and 1 kV cables, • Cables are flame-retardant and pass" stranded to reduce cable diameter_. and orange for 5kV and red for 15W. CSA FTl weight. • Cables are fire -retardant and pass Conductor Identification CSA FTA Conductor Shield: extruded semi- *'Cables are low -acid -gas -emitting per conducting cross-linked polyethylene is. 1 conductor: none CSA C22.2 No. 0.3-96 and marked applied for cables rated over 1000 2 conductors: black; white AG14 Volts. 3 conductors: red; black, blue • Cables exhibit a —40°C low t 4 conductors: red, black, blue, white' temperature rating with suitable Insulation: cross linked polyethylene. 5 or more: number coding precautions » Rated CSA C22.2 No. 38 type RW90 Composite: • Temperature rating'of 90°C dry and for unshielded cables rated AV or less. Power: color coded wet Meets the requirements of CSA C68.3- Control: number coded t . • 130°C emergency rating and 250°C 97 for shielded cables rated AV or For color'coding: short circuit rating higher. 14 AWG to 2 AWG: colored • Cables are rated for Hazardous insulation Locations (HQ per CSA C22.2 No. Insulation Shield: Extruded semi-, 1 AWG and larger: printed color stripe, 174-AvU998 conducting insulation shielding material • Excellent mechanical and physical is applied for shielded,cables rated Bending Radius properties AV or higher. This is followed by • Sunlight and oil resistant jacket overlapping copper tapes for multi Fixed position: = • Suitable for direct burial and use in conductor cables or a concentric Unshielded Cables: 7 x cable overall cable tray ground for single conductor cables. diameter Shielded Cables: 12"k cable overall Options Assembly: conductors are cabled in diameter concentric layers with grounding wire, a The following constructions can be interstices are filled with suitable non poring pulling:. provided on special orders: hygroscopic fillers, as required. A • Twice the above values a Aluminum conductors binder tape of synthetic material • Steep interlock armor assembles the core in an essentially Specifications ! • Extra ground wires round configuration, as required. • Special color or number coding Inner Jacket: black polyvinyl chloride • Meets the requirements of CSA C22.2 No. 38 type RW90 for • Specially colored jackets • Other constructions and combinations • jacket per CSA C22.2 No. 131-M89, unshielded conductors and CSA some manufac'turin'g restrictions 9 90°C temperature rating, flame- C68.3-97 for shielded conductors I apply) retardant, lowacid-gas•emitting. • Meets CSA C22.2 No. 131-M89 Armor: interlocking aluminum tape type TECK Cables up to AV ' unshielded armor applied directly over the inner jacket. � o Meets CSA C68.3-97 for shielded cables 5kV and higher 7 . n u WA. T RESIDENTIAL SYSTEM MODULE ATTRACTIVE LOOK. FLEXIBLE DESIGN. LEFT AND RIGHT TRIANGULAR PHOTOVOLTAIC MODULES WITH 70W MAXIMUM POWER Sharp's new triangular photovoltaic modules offer the clean, pleasing look of a high-tech skylight while increasing design flexibility with balanced and attractive rooftop arrays. Engineered specifically for residential hip roofs and complex roof lines, these modules set a new standard in aesthetics. The black anodized aluminum frames, trim strips, and backing sheets blend beautifully with the home's exterior. In addition, an' L" hook design located along the frame's perimeter ensures easy integration with the residential system mounting hardware.These modules also boast high conversion efficiency and are designed to withstand extreme heat and wind. Sharp's ND-070ERU/LU triangular residential system modules—an ideal combination of form and function from the global leader in solar technology. The laminated glass module is glazed Sharp's triangular modules with black frames, into a high torsion black anodized trim strips, and backing sheets allow for the aluminum frame. seamless integration of the system into the home's design. s q;a a COUNTY IVILDI N D-070 E R,fflU NDi0f701ELU FEATURES • High-power module (70W) Vu 21 square multi -crystal silicon solar cells with 13.44% cell conversion efficiency • Bypass diode minimizes the power drop caused by shade • Black anodized aluminum rame and " Lj' hook design located along frame perimeter for easy integration with residential system mounting hardware •Water white, tempered glass, EVA laminate, and a weather- proof film.yield long -life modules while enhancing cell performance • Nominal 7 VDG output is ideal for residential system applications • Manufactured in ISO 9001 certified facilities • 25 -year limited warranty on power output (see dealer for M ON 4UL_Listings: UL 1 71-00 70ERU00LU RESIDENTIAL SYSTEM MODULE ELECTRICAL CHARACTERISTICS Cell Multi -crystal silicon No. of Cells and Connections 21 in series Open Circuit Voltage (Voc) 12.43V Maximum Power Voltage (Vpm) 9.98V Short Circuit Current (Isc) 7.81A Maximum Power Current (Ipm) 7.02A Maximum Power (Pm)* 70w Minimum Power (Pm)* 63W Encapsulated Solar Cell Efficiency (nc) 13.44% PTC Rating (W)•• 61.46 Maximum System Voltage 60OVDC Series Fuse Rating 15A Type of Output Terminal Lead Wire with MC Connector IV CURVES Cell Temperature: 25'C 9 100 1000 Mr?) 8 Miff 80 6 5001—M 60 u 5 d 3 40 3 2 ?a 1 00 0 2 4 6 8 10 12 14 Voltage (V) I - Current vs. Voltage Powervs.Vollage Current, Power vs. Voltage Characteristics 70 WAT-Tl- MECHANICAL CHARACTERISTICS Dimensions (A x B x C below) 45.86 x 38.98 x 1.81"/ 1165 x 990 x 46mm Weight 26.9lbs / 12.2kg Packing Configuration 2 pcs per carton Size of Carton 46.14 x 43.5 x 5.0" / 1172 x 1105 x 127mm ABSOLUTE MAXIMUM RATINGS Operating Temperature -40 to 194'F / -40 to +90'C Storage Temperature -40 to 1947 /-40 to +90'C Dielectric Isolation Voltage 2200 VDC max. Specifications are subject to change without notice. * (STC) Standard Test Conditions: 25*C,1 kW/m', AM 1.5 ** (PTC) Pacific Test Conditions: 20*C,1 kW/m', AM 1.5,1 m/s wind speed In the absence of confirmation by product manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. ` ry moi. SH.A.I.R.0R. I be sharp" C �L us Electronics•Corporation • 5901 Bolsa Avenue, Huntington Beach, CA 92647 4 Tel:;1400=S6LAR-06 -E-mail: sharpsolar@sharpusa.com • vvvvwsharpusa.com/solar @2003 Sharp Electronics Corporation ";? SSD -03-005 Printed in the USA rMUN r E RESIDENTIAL SYSTEM MODULE I M@aMVR�T 1EZ4 10 VNATT ATTRACTIVE LOOK. FLEXIBLE DESIGN. MULTI -CRYSTAL SILICON PHOTOVOLTAIC MODULE WITH 140W MAXIMUM POWER Sharp's ND-NOECU photovoltaic modules offer increased aesthetics and revolutionary design integration. These residential photovoltaic modules give the clean, attractive appearance of a high-tech skylight while the black anodized aluminum frames, trim strips, and backing sheets blend beautifully with the home's exterior. In addition, an "L" hook design located along the frame's perimeter ensures easy integration with the residential system mounting hardware. As the global leader in solar manufacturing, Sharp has designed these modules with superb durability and efficiency in mind. Developed to withstand extreme heat and high winds, the ND-NOECU has an anti -reflective coating that provides a uniform blue color and increases light absorption in all types of weather. Sharp's ND-NOECU—a breakthrough in technology and aesthetics. The laminated glass module is glazed Sharp's residential modules with black frames, into a high torsion black anodized trim strips, and backing sheets allow for the aluminum frame. seamless integration of the system into the home's design. h1 ;? �� � �!•3, r "� tib• i N;�z"e`-� ... RIF FEATURES • High power module (140W) using 42 square multi -crystal silicon solar cells with 12.14% module conversion efficiency •Bypass diode minimizes the power drop caused by - _shade • Black anodized aluminum frame and "L" hook design located along frame perimeter for easy integration with residential system mounting hardware •Water white, tempered glass, EVA laminate, and a weather- proof film yield long -life modules while enhancing cell performance • Nominal 14 VDC output is an ideal match for the Sharp multi -string inverter • Manufactured in IS 9001 certified facilities UL?Lis'tings: UL 1703, cUL BB41M I RESIDENTIAL SYSTEM MODULE C@u S ELECTRICAL CHARACTERISTICS Cell Multi -crystal silicon No. of Cells and Connections 42 in series Open Circuit Voltage (Voc) 24.85V Maximum Power Voltage (Vpm) 19.95V Short Circuit Current (Isc) 7.81A Maximum Power Current (Ipm) 7.02A Maximum Power (Pm)* 140W Minimum Power (Pm)* 126W Encapsulated Solar Cell Efficiency (,)c) 13.44% Module Efficiency (t)m) 12.14% PTC Rating (W)** 122.92 Maximum System Voltage 60OVDC Series Fuse Rating 15A Type of Output Terminal Lead Wire with MC Connector IV CURVES Cell Temperature: 25'C 9 l00 8 1000 [W/m9 so 7 eao lwmvl 6 120 Q 600 [W mn � a o Q 0 3 60 2 1 0 0 0 4 N 15 20 25 Voltage [VI — Current vs. Voltage — Power vs. Voltage Current, Power vs. Voltage Characteristics 140 WATT—,.-�'- MECHANICAL CHARACTERISTICS Dimensions (A x B x C below) 45.87 x 38.98 x 1.81'/ 1165 x 990 x 46— Weight 31.96lbs / 14.5kg Packing Configuration 2 pcs per carton Size of Carton 49.6 x 42.52 x 5.12"/ 1260 x 1080 x 130— G B ABSOLUTE MAXIMUM RATINGS Operating Temperature -40 to 194'F / -40 to +90'C Storage Temperature -40 to 194'F / -40 to +90'C Dielectric Isolation Voltage 2200 VDC max. DIMENSIONS BACK JyIEW D E G B F �® c-) [EDGEiVIEW A B C D E F G 45.8771165mm 38.98'/990mm 1.81'/46mm 7.27182.5mm 15.75/400mm 7.877200mm 36.857936mm Specifications are subject to change without notice. * (STC) Standard Test Conditions: 25"C,1 kW/m', AM 1.5 ** (PTC) Pacific Test Conditions: 20"C,1 kW/m', AM 1.5,1 m/s wind speed In the absence of confirmation by product manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. SH/&rurl-"RR I b e s h a r p" 3� Sharp Electronics Corporation • 5901 Bolsa Avenue, Huntington Beach, CA 92647 Tel:1-800-SOLAR-06 • E-mail: sharpsolar@sharpusa.com * www.sharpusa.com/solar @2003 Sharp Electronics Corporation SSD -03-008 Printed in the USA 068-360 1'43 03-3344 GLAZEI-MICHAEL&ROSEANA . . .1 25 CASTLE RD, VILLE .. IE CW _ OR R I 'Coni: SUN POWER ROOF MOUNT SOLAR, SU COUNTY OF BUTTE - DEPARTMENT OF.DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 & Telephone (530) 538-7541 PER IT (Rev. 12/96) APPLICATION AND PERMIT'=`�` ASSESSOR PARCEL NUMBER. -._ -. ��, 1? — 068W ZONING AR BUILDING PERMIT OWNER �,(�/y�"� MICHAEL. & kseanna TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 25 CtASUE CREEK DR OROVIII.E 95%6 2500.00 CONTRACTOR'S NAME i wER �'o TELEPHONE 533-5988 CONTRACTOR'S MAILING ADDRESS 863 E. FRANCISCO BLVD #a san rafael 94901 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO Filing Fee $ 20.00 Permit Fee s 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 35.10 BUILDING ADDRESS 2r5 CASTLE QUM RD Energy Plan Checking Fee $ PERMIT FEE $ 109.10 LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK I New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: ROOF MOM SOUR PANELS i Gas piping systeLn 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ I ELECTRICAL PERMIT Fling Fee 20.00 RLES "OOVMain Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is' in fUl force and effect. r'QO(// License Class L N Lic. No. 7 / 1} tj OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions tCode for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ,E3 1 have and will maintain workers' compensation insurance, as required oy Section f 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' 7cgrrkpensation in urance carrier and policy number are: Carrier `� I�f li+� Policy Number I W..k -5,9 10 1 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith com/pll/y'w/ith os'e/provisions. /� h �I!/ ( V r �� a Io3 X 1 /!_ Date �_ Signature of Applicant - ❑ Owner �© Contractor ❑ Agentj� An OSHA permit is required for excavations r 60" deep an olition or construction of structures ove 3 ori s ' ighjl Main Service 200A TO 1I00A 46.00 NEW CONST. DWEWNG OCCUp. SO OR ADDNS. ( a ACC. Bins. 3.50FT: NEWCONSMULTI-OUTLET NON-RESID. 97.50 POWER APPARATUS a sINGLE OunEr cIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL p .50 IED1 Ex. Occup. OFUr Ts R'.16.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 152.10 HAZ. D FEES IMP D CDF PARCEL pD HD ISSN This permit is hereby issued under of the Butte Cottnty� Code and/or indicated 'above for which fees have By,-, / f PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date ?f Date ReceiptNo. WHITE-D.D.S.-E.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROC -APPLICANT < ;z COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT ISERVICES 5 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER PERMIT NO. - A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact. this office immediately. !/I� ii .� ri� ate.% ► 0(�1�� Date / Inspector REV 10/92 SU COUNTY OF BUTTE' DEPARTMENT OF PEVELQPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 IT (Rev. 12/96) APPLICATION ANDPERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER MICHAEL & ' seanna TELEP SO. FT. OCC. BUILDING VALUATION QJ A7R. OWNERS MAIUI` ADTD_RrSd 25 CASTLE CREEK DR OROVILLE, 6 2500.00 CONTRACTOR'S NAME POWER TELEPHONE 533-5988 CONTRACTORS MAILING ADDRESS 863E FRANCISCO BLVD 11a, San rafael 94901 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $2500.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 35.10 BUILDINGADDRESS 25 CAM E CRFEK RD$ Energy Plan Checking Fee $ PERMIT FEE $ 109,10 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ROOF MOUNT SOLAR PANELS Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 000v OR LESS 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license iti fyl�for and effect. �O License Class 1. (J Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR AD DNS. ( s ACC, gLpS, SO 3.5¢FT; NEW CONST. MULTI.OUTLET NON-R61D. 7.50 POWER APPARATUS a SINGLE R FIXTURES ES Ex. Occup. ounEroRPaTUREs BAS@':50 Ex. Occup. DPUTLEEDTS qt' DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My worker ' ti i rance carrier and policy number are: Carrier MM Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort it comply with provisions. //y� a U/ l j W Date � aJ i47a�t,e of Applic "nt -11ner ontractor ❑ Agent An OSHA permit is required for excav ions gvpr 60" deep and d olition or construction of structures over 3 stori s ' Receipt No. I MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $52. 10 HAZ. D IMP FL D CDP pgRCEL �' Pp HD ISS This permit is hereby issued under of the a Com Code and/or indi ted or ich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ) 03 Date / 6 I Data WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT Or'' ' NT SERVICES -BUILDING DIVISION 7 Cofinty Center Drive, Orovilie, CA 95965 Phone (530)538-7541 Fax (530)538-2140 A PERMIT APPLICATION DATA SHEET OWNER: SESSOR PARCEL NUMBER ✓ l� v J / �� ProrO4. osed Building Use: �t.:, Counter Technician: "` Date: quired in order o a ply for ermit. All boxes MUSIrbe checked OR marked NA in o er to apply. ite plans, 3 or 4 sets, signed b the preparer of the plans. �M omplete plans, 3 or 4 sets, signed by the preparer of the plans. ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ngineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Find plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 17. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 18. Sanitation and site plan approval from the Environmental Health Department in ❑ 19. City of Chico Plumbing permit........................................................................ ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 23. NPDES Form............................................................................................. ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 29. Letter of Signature authorization.................................................................... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance............................................................... ❑ 32. Existing violations and/or expired permits......................................................... ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issued Telephone and hold for pickup. I have been inform d o the above ite d requirements for obtaining a build�inpg p rmit. Applicant: ( Date: �Q 1. Index permit application for th above items umbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division s�� v RESIDENTIAL SYSTEM MODULE 1�0 �NATT ATTRACTIVE LOOK. FLEXIBLE DESIGN. MULTI -CRYSTAL SILICON PHOTOVOLTAIC MODULE WITH 140W MAXIMUM POWER Sharp's ND-NOECU photovoltaic modules offer increased aesthetics and revolutionary design integration. These residential photovoltaic modules give the clean, attractive appearance of a high-tech skylight while the black anodized aluminum frames, trim strips, and backing sheets blend beautifully with the home's exterior. In addition, an "U hook design located along the frame's perimeter ensures easy integration with the residential system mounting hardware. As the global leader in solar manufacturing, Sharp has designed these modules with superb durability and efficiency in mind. Developed to withstand extreme heat and high winds, the ND-NOECU has an anti -reflective coating that provides a uniform blue color and increases light absorption in all types of weather. Sharp's i� ND-NOECU—a breakthrough in technology and aesthetics. The laminated glass module is glazed Sharp's residential modules with black frames, into a high torsion black anodized trim strips, and backing sheets allow for the aluminum frame. seamless integration of the system into the home's design. (13A OHddV NOISIAKI JNlcllne AiNn®O 3-UrIS aoOaoEo - I FEATURES •High - power, module (140W) using 42 square multi -crystal silicon solar cells with 12.14% module conversion efficiency • Photovoltaic module with bypass diode minimizes the power drop caused by shade • Black anodized aluminum frame and "L"hook design located along frame perimeter, for easy integrationwith residential system mounting hardware •Wate r white, tempered glass, EVA laminate, and a weather- proof film yield long -life modules He enhancing cell performance • Nominal 14 VDC output is an ideal match for the Sharp multi -string inverter —7 Manufactured in IS0-00 Of certified facilities • 25 year limited warranty • -L Listings: UL 1703, cUL ELECTRICAL CHARACTE RISTr!,.CS Cell .. -. Multi -crystal silicon No. of Cells and. Connections 42 in series Open Circuit Voltage (Voc) 24.85V Maximum Power Voltage (Vpm) 19.95V Short Circuit Current (Isc) 7.81A Maximum Power Current (Ipm) 7.02A Maximum Power (Pm)' 140W ' Minimum Power (Pm)* 126W . . Encapsulated Solar Cell Efficiency (yc) 13.44% Module Efficiency (vim) . 12.14% -- PTC Rating (W)" 122.92 Maximum System Voltage 60OVDC Series Fuse.Rating 15A Type. of Output Terminal Lead Wire with MC Connector IV CURVES Cell Temperature: 25'C 9 e 2 0 too 250 MECHANICAL CHARACTERISTICS . Dimensions.(A x B C below) 45.87 x 38.98 x 1.81'/ 1165 x 990 x 46— Weight 31.96lbs / 14.5kg - Packing Configuration 2 pcs per carton Size of Carton 49.6 x 42.52 x 5.12'/ 1260 x 1080.x 130— . A-BSOLUTE.MAXIMUM• RATINGS Operating Temperature -40 to 194•F / -40 to +90'C Storage Temperature -40 to 194*F / -40 to +90'C Dielectric Isolation Voltage 2200 V Dc max. ii DIMENSIONS A . _ o Voltage IV] .. . Current vs. Voltage Power vs. Voltage Current, Power vs. Voltage -Characteristics it C A g C D E F G 45.87'/1165mm 38.987990— 1.81746- 7.2'1182.5nun 15.75'/400mm 7.87200mm 36.85A36nun Specifications are subject to change without notice. . (STC) Standard Test Conditions: 25°C,1 kW/m', AM 1.5 " (PTC) Pacific Test Conditions: 20•C,1 kW/m',AM 15,1 m/s wind speed - - In the absence of confirmation byproduct manuals, Sharp takes no responsibility, for any defects that may occur in equipment using any Sharp devices. Contact Sharp t0 obtain the latest product manuals before using any Sharp device. . . be sharp c �L a Ous Sharp Electronics Corporation • 5901 Bolsa Avenue, Huntington Beach, CA 92647 Te1:1-800-SOLAR-06 - E-mail:: sharpsolar@sharpusa.com • wwwsharpusa.com/solar 02003 Sharp Electronics Corporation SSD -03-008 Printed in the USA o o RESIDENTIAL SYSTEM MODULE ODOM 9 ...70 WAT.T.. ATTRACTIVE LOOK. FLEXIBLE DESIGN.. LEFT AND RIGHT TRIANGULAR PHOTOVOLTAIC (. MODULES WITH 70W MAXIMUM POWER . Sharp's new triangular photovoltaic modules offer the clean, pleasing look of a high-tech skylight while increasing design flexibility with balanced and attractive rooftop arrays. Engineered specifically for residential hip roofs and complex roof lines, these modules set anew standard in aesthetics. The black anodized aluminum frames, trim strips, and backing sheets blend beautifully with the home's exterior. In addition, an "12 hook design located :FEATURES along the frame's perimeter ensures easy integration with the residential system mounting hardware.These modules also boast high conversion ' efficiency and are designed to withstand extreme heat and wind. Sharp's , ND-070ERU/LU triangular residential system modules—an ideal. combination " of form and function from the global leader in solar technology. ' ��zintegration with residential r system mounting hardware Water whit tempered glass, EVA laminate,and a weather- ,` 1 proof film,yield long -life modules while enhancing cell performance • Nominal 7 VM4output is ideal for residential system applications • Manufactured �_OTls0 9001 certified facilities • 25 -year limited warranty • UL Listings: UL 1.703, cUL ELECTRICAL CHARACTERISTJCS r. Cell - Multi -crystal silicon No. of Cells and Connections 21 in series Open Circuit Voltage (Voc). 12.43V Maximum Power Voltage (Vpm) 9.98V ' Short Circuit Current (Isc) 7.81A .'. Maximum Power Current Qpm) 7.02A Maximum Power (Pm)* 70W Minimum Power (Pm)* 63W Encapsulated Solar Cell Efficiency 610 13.44 PTC Rating (W)** 61.46 Maximum System Voltage 60OVDC Series Fuse Rating 15A Type of Output Terminal Lead Wire with MC Connector .®Ijr0AWA �I WWWWW M OMAI®IM1►I® MECHANICAL CHARACTERISTICS Dimensions (A x.B x C below) 45.86x38.98x1.81V1165x990x46mm Weight - 26.9lbs / 12.2kg - Packing Configuration 2 pcs Per carton Size of Carton 46.14 x 43.5 x 5.0'/ 1172 x 1105 x 127mm' ABSOLUTE MAXIMUM RATINGS Operating Temperature -40 to 194*F / -40 to +90T Storage Temperature -40 to 194'F / -40 to+9o'C Dielectric Isolation Voltage 2200 V De max. Specifications are subject to change without notice. . (STC) Standard Test Conditions: 25°C,1 kW/m', AM 1.5 - - "" (PTC) Pacific Test Conditions: 20°C,1 kW/m', AM 1.5,1 m/s wind speed In the absence of confirmation by product manuals, Sharp takes no responsibility for any defects.that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. SHARP I be s ha r p- %41 Sharp Electronics Corporation " 5901 Bolsa Avenue, Huntington Beach, CA 92647 Tel:1-800-SOLAR-06 " E-mail: sharpsolar@sharpusa.com • www.sharpusa.com/solar ©2003 Sharp Electronics Corporation SSD -03-005 Printed in the USA i Sunny ® , F The leading grid -tied photovoltaic inverters in Europe and America ®® Shown with optional display ModularThe SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter in Europe, is mg inverter Fign now UL 1741 Listed and available in North America. Sunny Boy's extensive track record in randable to some of the world's most demanding markets has made it a favorite among PV professionals !ually any tern size everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Having achieved the highest reliability of any PV;inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German en�in ening, and exceptional real-world efficiency have m I dj'8 je Tyr r'can solar 130, designers. These professionals know that1W&Dj-Fte��IV, A �t'tFiey can JSTEDrecommend without reservation and install with cd &pROV ED Specifications Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 106 -132 (120 V AC nominal) AC Input Frequency 59.3-60-60.6 (60 Hz), 50 Hz also DC Input Voltage 156 - 400 V DC Peak Power Tracking Voltage 156 - 350 V DC Minimum DC Input Voltage 139-170 V DC dependant on available line voltage Maximum AC Power Output . 1800W Current THD Less than 4% Power Factor Peak Inverter Efficiency Cooling PV Start Voltage Maximum AC Current Maximum DC Current DC Voltage Ripple Power Consumption Ambient Temperature Enclosure Size Unity 93%-94.4% Convection cooling (no fan) 190 V DC 15A 12A Less than 5% 0 W nighttime, < 0.1 W standby -25 °C ... +60 °C NEMA 4X stainless steel 434 W x 295 H x 214 D mm Weight . 27 kg Certifications United States: UL 1741,; E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41.C1 &.C3" FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group I Class B, 50178; 60146 Part 1-1 DISTRIBUTED BY UIJIKIt7UI1UN PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufac- turing philosophy that combines simple fesign with robust execution. SMA's state-of- the-art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exception- al due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets new ultra -strict FCC EMC standards. SMA's unique String Inverter tech- nology makes future system expansion simple. Sunny Boy's option- al power line carrier communication capability allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communica- tion options are available to satisfy almost any application. SMA America , Inc., 20830 Red Dog Road, Grass Valley, CA 95945 Phone 530-273-4895•Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 • Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de Advanced System Technology for the Successful Photovoltaic Future I , Sunny Boy 25001 The leading grid -tied photovoltaic inverters in Europe and America Shown with optional display ModularThe SMA Sunny Boy inverter, the most papular grid -tied photovoltaic inverter in Europe, is ing inverter now UL 1741 Listed and available in Narth Argr,�cp„at Boy's.extensive track record in [33�Vj (°��tt���� • • • • • some of the world's most demanding mcrk e ► fa oriW N PV professionals !ually any ;tem sizeeverywhere. Over 80,000 Sunny Boy inserters ave®e n n allPLb'rn mg achieved the highest reliability of any PV inverter, SuXy- BBo hV EDdiate acceptance in the US and Canadian markets. Supermr design, rock -solid German engineering, and exceptional real-world efficiency have made Sunny Boy the top choice for American solar ° designers. These professionals know that Sunny Boy is a grid -tied inverter that they can recommend without reservation and install with confidence. Specifications Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 211-264 (240 V AC) or 183-229 (208 V AC) AC Input Frequency 59.3-60-60.6 160 Hz), 50 Hz also DC Input Voltage 250-600 V DC Peak Power Tracking Voltage 234-550 V DC (at 240 V AC) Minimum DC Input Voltage 207-256 V dependent on available line voltage Maximum AC Power Output 2500 W 1240 V AC), 2200 W (208 V AC) Current THD Less than 4% Power Factor Unity Peak Inverter Efficiency 93%-94.4% Cooling Convection cooling (no fan) PV Start Voltage 300 Vdc Maximum AC Current 10.4 A Maximum DC Current 13 A DC Voltage Ripple Less than 5% Power Consumption 0 W nighttime, < 0.25 W standby Ambient Temperature -25 °C ... +60 °C Enclosure NEMA 4X stainless steel Size 434 W x 295 H x 214 D mm Weight 32 kg Certifications United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 C1 & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 DISTRIBUTED BY DISTRIBUTION PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufac- turing philosophy that combines simple lesign with robust execution. SMA's state-of- the-art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exception- al due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets new ultra -strict FCC EMC standards. SMA's unique String Inverter tech- nology makes future system expansion simple. Sunny Boy's option- al power line carrier communication capability allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communica- tion options are available to satisfy almost any application. SMA America , Inc., 20830 Red Dog Road, Grass Valley, CA 95945 Phone 530-273-4895 • Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 • Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de Advanced System Technology forA& "I" &,.,NAJ the Successful Photovoltaic Future RESIDENTIAL SYSTEM MODULE [INN WATT ATTRACTIVE LOOK. FLEXIBLE DESIGN. MULTI -CRYSTAL SILICON PHOTOVOLTAIC MODULE WITH 140W MAXIMUM POWER Sharp's ND-NOECU photovoltaic modules offer increased aesthetics and revolutionary design integration. These residential photovoltaic modules give the clean, attractive appearance of a high-tech skylight while the black anodized aluminum frames, trim strips, and backing sheets blend beautifully with the home's exterior. In addition, an" U hook design located along the frame's perimeter ensures easy integration with the residential system mounting hardware. As the global leader in solar manufacturing, Sharp has designed these modules with superb durability and efficiency in mind. Developed to withstand extreme heat and high winds, the ND-NOECU has an anti -reflective coating that provides a uniform blue color and increases light absorption in all types of weather. Sharp's ND-NOECU=a breakthrough in technology and aesthetics. The laminated glass module is glazed Sharp's residential modules with black frames into a high torsion black anodized trim strips, and backing sheets allow for the aluminum frame. seamless integration of the system into the home's design. ao�ao�¢o' FEATURES • High-po" wer module (140W) using 42 square multi -crystal silicon solar cells with 12.14 o module conversion efficiency • Water white, tempered glass, EVA laminate, and a weather- proof film .yield long -life modulw es hile enhancing cellon performance • Nominal 14 VDC output is an ideal match for the Sharp multi -string inverter • Manufactured in ISO 9001 111111111111111rc—e-r facilities • UL Listings: UL 1703, cUL ELECTRICAL. CHARACTERISbTI.CS Cell Multi -crystal silicon No. of Cells and Connections 42 in series Open Circuit Voltage (Vac). 24..85V Maximum Power Voltage (Vpm) 19.95V' Short Circuit Current (Isc) 7.81A .. . . Maximum Power Current Qpm) 7.02A. - Maximum Power (Pm)* 140W Minimum Power (Pm)* 126W -'.. Encapsulated Solar Cell Efficiency (qc) 13.44% Module Efficiency (Tim) 12.14% PTC. Rating (W)** 122.92. Maximum System Voltage . ' 6dOVDC Series fuse Rating 15A Type of Output Terminal Lead Wire with MC Connector MECHANICAL CHARACTERISTICS .Dimensions.(Ax.B xC'below) 45.87z38.98x1.81'/1165x990x46mm . Weight - 31.96lbs/ 14.5kg - Packing Configuration 2 pcs per carton Size of Carton 49.6 x 42.52 k 5.12' / 1260'x 1080,x 130inm ABSOLUTE MAXIMUM RATINGS Operating Temperature -40 to 194*F / -40 to +90'C Storage Temperature -40 to 194'F / -40 to +90'C Dielectric Isolation Voltage 2200 VDC max. Specifications are subject to change without notice. (STC) Standard Test Conditions: 25°C,1 kW/m';AM 1.5 " (PTC) Pacific Test Conditions: 2(°C,1 kW/m', AM 15,1 m/s wind speed - - - In the absence of confirmation by product manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. . . C L . be .sharp u s ' too Sharp, Electronics Corporation - 5901 Bolsa Avenue, Huntington Beach, CA 92647 Tel:1-800-SOLW06 • E-mail: sharpsolar@sharpusa.com - www.sharpusa.com/solar @2003 Sharp Electronics Corporation SSD -03-008 Printed in the USA RESIDENTIAL SYSTEM MODULE '70 WAI T ATTRACTIVE LOOK. FLEXIBLE DESIGN. LEFT AND RIGHT TRIANGULAR PHOTOVOLTAIC MODULES .WITH 70W MAXIMUM POWER Sharp's new triangular photovoltaic modules offer the clean, pleasing look of a high-tech skylight while increasing design flexibility with balanced and attractive rooftop arrays. Engineered specifically for residential hip roofs and complex roof lines, these modules set a new standard in aesthetics. The black anodized aluminum frames, trim strips, and backing sheets blend beautifully with the home's exterior. In addition, an "U hook design located along the frame's perimeter ensures easy integration with the residential system mounting hardware.These modules also boast high conversion efficiency and are designed to withstand extreme heat and wind. Sharp's ND-070ERU/LU triangular residential system modules—an ideal combination of form and function from the global leader in solar technology. The laminated glass module is glazed Sharp's triangular modules with black frames, into a high torsion black anodized trim strips, and backing sheets allow for the aluminum frame. seamless integration of the system into the home's design. ND-070ER�U ND-070E1U iF I J' � � r r- j, ,' �' ♦ Ott FEATURES I • Left and right triangular, modules offer, greater design flexibility and greater integration for roofline aesthetics • High-power module (70W) using 21 square multi -crystal silicon solar cells with 113.44% cell conversion efficiency • Photovoltaic module with bypass diode minimizes the power to caused by shade • Black anodized aluminum frame and "L' hook design located along frame perimeter for easy integration with residential system mounting hardware • Water white, tempered glass, EVA laminate, and a -- ther- proof film yield long -life modules while enhancing cell performance • Nominal 7 VDC output is ideal for residential system applications • Manufactured in ISO 9001 certified facilities •25 -year limited warranty • UL Listings: UL 1703, cUL ELECTRICAL CHARACTERISTICS Cell - .. - Multi -crystal silicon No. of Cells and. Connections 21 in series Open Circuit Voltage (Voc). 12.43V Maximum Power Voltage (Vpm) 9.98v Short Circuit Current (Isc) 7.81A .' Maximum Power Current (Ipm) 7.02A Maximum Power (Pm)* 70W ' Minimum Power (Pm)* 63W . . Encapsulated Solar Cell Efficiency (qc) 13.44 PTC Rating M" 61.46 Maximum System Voltage 60OVDC. Series Fuse Rating 15A Type of Output Terminal . Lead Wire with MC Connector ' MECHANICAL CHARACTERISTICS Dimensions (A x B x C below) 45.86 x 38.98 x 1.81'/ 1165 x 990 x 46mm Weight 26.9lbs/12.2kg ' Packing Configuration 2 pcs per carton Size of Carton - 46.14 x 43.5 x 5.0' / 1172 x 1105 i 127mm ABSOLUTE MAXIMUM RATINGS Operating Temperature -40 to 1947 / -40 to +90T Storage Temperature -40 to 194'F / -40 to +90'C Dielectric Isolation Voltage 2200 VDC max: Specifications are subject to change without notice. (STC) Standard Test Conditions: 25°C,1 kW/m'; AM 1.5 •` (PTC) Pacific Test Conditions:20°C, I kW/m',AM 1.5,1 m/s wind speed In the absence of confirmation by product manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. S�"�AQP I be . c h a r p� g �� Sharp Electronics Corporation - 5901 Bolsa Avenue, Huntington Beach, CA 92647 . Tel:1-800-SOLAR-06 • E-mail: sharpsolar@sharpusa.com. • www.sharpUsa.com/solar ©2003 Sharp Electronics Corporation SSD -03-005 Printed in the USA Sunny Boy 18000AWMAMM The leading grid -tied photovoltaic inverters in Europe and America Sunngy ��e► oy. Shown with optional disploy The SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter in Europe, is now UL 1741 Listed and available in North America. Sunny Boy's extensive track record in some of the world's most demanding markets has made it a favorite among PV professionals everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Having achieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German engineering, and exceptional real-world efficiency have made Sunny Boy the top choice for American solar ° designers. These professionals know that Sunny Boy is a grid -tied inverter that they can recommend without reservation and install ' with confidence. Specifications Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 106 -132 (120 V AC nominal) AC Input Frequency 59.3-60-60.6160 Hz), 50 Hz also DC Input Voltage 156 - 400 V DC Peak Power Tracking Voltage 156 - 350 V DC Minimum DC Input Voltage 139-170 V DC dependant on available line voltage Maximum AC Power Output 1800W Current THD Power Factor Peak Inverter Efficiency Cooling PV Start Voltage Maximum AC Current Maximum DC Current DC Voltage Ripple Power Consumption Ambient Temperature Enclosure Size Less than 4% Unity 93%-94.4% Convection cooling (no fan) 190VDC 15A 12A Less than 5% 0 W nighttime, < 0.1 W standby -25 °C ... +60 °C NEMA 4X stainless steel 434 W x 295 H x 214 D mm Weight 27 kg Certifications United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 C1 & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 DISTRIBUTED BY UIJIKICUnUN PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufac- turing philosophy that combines simple %sign with robust execution. SMA's state-of- the-art tate-of the-art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exception- al due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets new ultra -strict FCC EMC standards. SMA's unique String Inverter tech- nology makes future system expansion simple. Sunny Boy's option- al power line carrier communication capability allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communica- tion options are available to satisfy almost any application. SMA America , Inc., 20830 Red Dog Road, Grass Valley, CA 95945 Phone 530-273-4895 • Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 • Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de Advanced System Technology for the Successful Photovoltaic Future Sunny Boy 25000 The leading grid -tied photovoltaic inverters in Europe and America Sunny , Shown with optional display ModularThe SMA Sunny Boy inverter, the most popular grid -tied photovoltaic inverter in Europe, is 7ng inverter now UL 1741 Listed and available in North America. Sunny Boy's extensive track record in randable to i some of the world's most demanding markets has made it a favorite among PV professionals tern size'ny everywhere. Over 80,000 Sunny Boy inverters have been installed worldwide. Having achieved the highest reliability of any PV inverter, Sunny Boy gained immediate acceptance in the US and Canadian markets. Superior design, rock -solid German engineering, and I exceptional real-world efficiency have made Sunny Boy the top choice for American solar ° designers. These professionals know that Sunny Boy is a grid -tied inverter that they can ISTED i recommend without reservation and install with confidence. r i Specifications Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 211-264 (240 V AC) or 183-2291208 V ACI AC Input Frequency 59.3-60-60.6 (60 Hz), 50 Hz also DC Input Voltage 250-600 V DC Peak Power Tracking Voltage 234-550 V DC (at 240 V AC) Minimum DC Input Voltage 207-256 V dependent on available line voltage Maximum AC Power Output 2500 W (240 V AC), 2200 W (208 V AC) Current THD Less than 4% Power Factor Unity Peak Inverter Efficiency 93%94.4% Cooling Convection cooling (no fan) PV Start Voltage 300 Vdc Maximum AC Current 10.4 A Maximum DC Current 13 A DC Voltage Ripple Less than 5% Power Consumption 0 W nighttime, < 0.25 W standby Ambient Temperature -25 °C ... +60 °C Enclosure NEMA 4X stainless steel Size 434 W x 295 H x 214 D mm Weight 32 kg Certifications United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.41 C1 & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part 2, 55011 Group 1 Class B, 50178, 60146 Part 1-1 DISTRIBUTED BY UIJ I KItlU I IUN _ PANEL. EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's manufac- turing philosophy that combines simple iesign with robust execution. SMA's state-of- the-ort tate-ofthe-art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied PV inverter. Sunny Boy's safety and reliability record is also exception- al due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets new ultra -strict FCC EMC standards. SMA's unique String Inverter tech- nology makes future system expansion simple. Sunny Boy's option- al power line carrier communication capability allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communica- tion options are available to satisfy almost any application. SMA America , Inc., 20830 Red Dog Road, Grass Valley, CA 95945 Phone 530-273-4895 • Fax 530-274-7271 www.SMA-AMERICA.com • email: info@SMA-AMERICA.com SMA Regelsysteme GmbH • Hannoversche Strasse 1-5, D-34266 Niestetal Tel. (+49) 5 61 95 22 - 0 • Fax (+49) 5 60 95 22 - 100 www.SMA.de • email: info@SMA.de Advanced System Technology for the Successful Photovoltaic Future Ag"?'K.A F NOTES :k, RESIDENTIAL 41 _ '' PERMIT NO. 068=360=143 ---01=2498 CARTER, CHRIS 25 CASTLE CREEK DR, OROVIL NSF 01.1( I 5 CeAra(led) SPECIAL CONDITIONS/_ CHECKED "BY a , ZSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address i r ELECTRIC Meter By Dat t FJOB FINALED (Date I Signature �t 3 • 01.1( I 5 CeAra(led) SPECIAL CONDITIONS/_ CHECKED "BY a , ZSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address i r ELECTRIC Meter By Dat t FJOB FINALED (Date I Signature V= OK 0 = Not OK = Not Applicable = Not Ready MOBLE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning 'Require ments-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 1 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Net. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance MISCELLANEOUS.; Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s Date Card B-1 Date r.. Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except#'s �. 1: Zoning Requirements -Setbacks -Easements ' Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 2. Footings; Size -Spacing -Marriage Line 4. 3. Gas; MH Test -Demand -Valve -Connector r 4. Electricity; MH Test -Crossovers -Breakers -Clearances Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Drain; MH Test -Fall -Flex Connector 6. 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Electric 8. Gas and Electricity Tagged 8. 9. Tie Downs -Type -Installation Cent. 10. Exits; Insp.-Sketch Siding; Nailing -Veneer -Stucco -Mesh 11. Cert. of Occupancy 10. 12. Permanent Foundation Only; License Decal . 11. Date Card B-1 Date "`a Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS.; Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements , 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel �. 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails f 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing r 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh i 10. Roof; Shlhg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI t I 6. Elect; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating. Equip =Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 `r 1 E r `r 1 V= OK 0 = Not OK =Not Applicable t RESIDENTIAL = Not Read_ y Date slndertloor (Plans) OK except #'s Ls,/Zoning-Setbacks-Easements-Flood-Slope �2 a. -Main; Soils-Elec. Grnd.-/ r Ftg. Depth tg. age; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth tg., Porches & Decks; Soils -Steel-/ r Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped (Single & Duplex) Date 8. Piers- place Ftg.-Steel Date Fall -Fitting -Test -2 Way C/O -Sewer Test Date 10. G ors - Yard Gas Piping; Size Test ater Pipe; es -Anchors-Regulator-Service Test - 12. Electric Underground 13. ucts; earance-Material-Support-Ins. 14. r Bolts-Joists-Vents-Crippies 15. Acc 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P MBING (Permit) OK except'#'s Date Water Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection .V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, 2wcond Fj22L:jUkA2SfsS 22. Gas Pipe; Sixe & Anchors Eire Stops, Furred Ceilings -Stairs -Chasers -Tubs Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Z ixture&Transformer Clearance -Ins. Protection !p... Receptacles Spacing -Lights & Switches at Doors Si Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. . E9uip. Ground made up w/Mach Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At �ange Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No Service -Riser Conductors & Ground Main Disconnect gip. Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light 13 Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support OW-V-ent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade OY"Furnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 0 -"Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK exce re Sits Proper Materials & Anchors Walls Studs -Nailing Spacing.& races -Plates -Sound Bearing Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) Eire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 9WW. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. Fire lace Ties or Type A Flue -Fireplace Throat Clearance 49-`Ais Access; Size & Romex Protection -Draft Stop -Ins. Baffles . BdpeWindows or Exiting Doors -Sill Ht. & Dimensions G�[age Fire Protection Framing / C, LffL1'_PLp222y Line Firewall & Openings 16-57_Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers St Mesh -Drip Screed -Fd. Vents-Underflr. Access GI Area -Glass Protecti n- kyli hts-Plas'c Shear Walls ilin - olts ! 60. Brace Interi r/Exterior Wall Pane 172—ile 2 Insulation -Walls- ei mgs 62. Infiltration -Walls -Windows Date & Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date _INAL (Plans) OK except #'s 1ZWTxt Steps -Door & Sidelight Protection -Landings moke Detector 5 rnace Vents -clearance -Comb, Air -Connector - In age; Above Floor -Ducts -Meth. Protection L,6ff"Bedrqgw Exiting U@7'-G_Fj_AZath Fixtures & Tub Access -Spa ler. Trim & Subpanel, Breaker Sizes & Labels 7 arance-Hearth ec. Outlets at Wood Panel, Int. & Ext. i . Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter UA-er'age Fire Door; Swing -Landing -Closure per 7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in ge; Above Floor-Mech. Protection Plb. ec. & Mech. Equip. Listed for Location EI Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic -nstruction-Post Caps e -Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instid./Drivetj.);�o/Walks = J No/Planters 0 Yes X—ffe tut o Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing IA5ants Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings ct, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House L82,ergss Protection orrections from Previous Inspections G st•Meters Tagged, Gas -Electric a & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates QO!FCddress Posted Date Card B•1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE I BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you+have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date -// 1 — Inspector A 111- 91 y REV }0/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Win Street - Chico, CA * (530) 891-2751 7 County Center Drive - Oroville, CA * (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. '.A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should' be -corrected. Please notice this office when correction of work is completed., It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. J ire, SES ieWT Date /�'(-A 2-- Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE es OWNER PERMIT NO A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. e Date 'k �/�2. Inspector f /� May 01 02 07:29a yt:.LOERi<E IMSULnTIOM CO. INC- 53089165GO - p.1. } LOERKE 1N3UL•AT10N CO., INC. .-. - . '1NSULAf ION CERTIFICATE . . Number an - iA { #. out DESCRIPTION OF INSTALLATION , 1. ROOF Material _ Brand Name . Thickness (inches) Thermal Resistance (R -Value) _ 2.'CEILING . Batt or Blanket Type FiberglassRatts Brand Name --Johns .Manville _..-...._...;.----- Thickness (inches)__i Z . 50" Therrnal'Resistance (R-Valuej--�A Loose Fill Type Fiberglass - . ---� -- Br6nd Name Johns Manville , ContractoNs min. installed weight/ft sq..04 `2 Jb. , Minimum Thickness_ :. ._ .. __._.. inches. Manufacturer's installed weight per square,foot to achieve Thermal Resistance (R Value) ' 3 EXTERIOR WALL Material E'ibarl;llass Batts Brand Name . Johns Manville Thickness (inchesLis _ u / 5. 5 _ -Thermal,Resistance (R -Value) d 2 4. RAISED FLOOR Material Fiberglass Batts : _, ,, : Brand.Name ._,l9bfLSAranyAe Thickness (Inches) 'Y Thermal' Resistance (R -Value) 5. SLAB FLOOR I PERIMETER materia! _ Brand Name Thickness Thermal Resistance (R -Value)__-__._ Perimeter Insulation Depth (inches)L__~ 6. FOUNDATION WALL Material-. Brand Name _ ^_ Thickness (inches)- _ , Thermal Resistance (R -Value)-_ -- DECLARATION hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy EfficiencyStandards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where ap ilcable. C.L.449915D5 J -62� LOERKE INSULATION CO., INC.. ems • gnat", ensta in Subcontractor (Co. Name)r General Contractor (Co. Name) Or Owner t�ft.", sign ure, Date - emSig na ure, ate — - _ - -- { a InstaIlinontrac or(Co. arne r — General Contractor (Co. ame) Or Owner Instal i( ng Subcontractor jCo---ame r ` General Contractor (Co. Name)) Or ^ FESS ; 64.7 f- _, r COUNTY OF BUTTE -DEPARTMENT OF -DEVELOPMENT SERVICES - BUILDIN IVISION 7, County Center Drive • Oroville,-Ca�ifarniar 95965 • Telephone (530) 5 -7541 * PERMIT NO. (Rev. 12/96) APPLICATION AND -PERMIT 01-2498 ASSESSOR PARCEL NUMBER 068-360-143 ZONING AR UILDING PERMIT OWNER CHRIS CARTER 532-9 532-9568 SO. FT. OCC. BUILDING VALUATION 133,488 00 . OWNERS MAILING ADDRESS Pn Box 5o55, OR0yujY 95966 R U 17.550.00 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ o BUILDING L7REUASTLE CREEK DR, OROVILLE Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT P1IIng ee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 9 TYPE OF WORK New IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE : ELECTRICAL PERMIT '11111rtatee 20.00 Main Service ' ov OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,rNioryaalo and my license is in full force and effect. License Class Lic. No. VVV OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, wner of the property, army employees with wages as their sole compensation, I ill do the work, and the structure is not intended or offered for sale. L'i , as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' co ensation, as provided for by section 3700 of the Labor Code; for the ,,,Performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier �''� �f//�/, Policy Num -� �? C/ (The above sections need riot 15e co plated if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall fy p p not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. % Date I� �1,9 / Sig ature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service WDA TO 46.00 NEW CONST. DWELLING OCCUP. SO CCU .50so OR ADDNS. ( 6 ACC. BLDS. 3.5Q FT. ' MULTI.OUTLET @7,50 POWER APPARATus 8 SINGLE OIJTLE'T CIR. OUTLET OR PICTURES W 1.00 Ex. Occup. SAL @ ,,o Ex. Occup. ounEETsPP F=° 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling 25. 09 Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ 4c, nn R3 �p� / CONST. TYPE TOTAL FEE $ HAZ. — D FEES I D F p HD X ISS This permit is hereby issued under of the Butte County ode and/or have in ' at d b for h!Z—D EXPIRES ON the applicable provisions Resolutions to do work been paid. a /7 D % 3 fe �. Receipt No. 332354/$648.35 1 3 1,VPERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR OL ROD -APPLICANT ���'' t a ,tN� %� •f�•�,/�,�"�^�..� r.'�-.j1��.����H�'1�tY�'�.r+"'K...f+:.i'-n'>:'tr'�•h� F• E � dot.+ ��'�.�Ip•..ts,� COUN � ,O �B TTE °DEPARTMENT OF�OPMENT SERVICES - BIIIZ DINGDIVISION #;., :, 7OUNTY CENTER.eDRIVE - OROVILLE, CP>IFORNIA 95965 - TELEPHONFS30) 538-7541 PE"IT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: �P-Date: , At time o� ermit application, I was advised the following data must be submitted riot to permit processing and/or iseu�ince: 1 Date Received By 1 i s have been submitted .-----------------------------------------L= ----------- j -------------------- l j '=' , -- — 1 , 3/4 sets, signed by the preparer of plans. -------------------- � — omplete plans, 3/4 sets, signed by the preparer of plans.----------------------------------------------- ----------------------------------------------- z 111 • � 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans., -a - --- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------- -----r---` ergy Design Compliance and supporting documentation. -------------------------------------------- 7.8 ------------------------------------------17.Sent of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ous �} Material Form. -----------------------------------------=---- - -� , -=-- "-=---r--�"------- - ..- - - - ��. data and urstallahonnr�stru/ctions including Tie Down Specifications.-------- ❑ ufactured e ----- - I V " f , 3 t pact fees as shown on the attached schedule. -------------------- - ----------------------------- - - California Department of Forestry plan approval/fees. 3?Flood elevation certificate.---------------------------------------------------------------- J— ----------- I ------ �^ %tation and plot plan approval Health Department. ----,-/--- ---------------------- y ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ,I Plot,plan and business license approval from the City of Biggs. -------------------------------- _„_, 7. Planning approval for (/A) Use: CA? -Z (B) Parking: - ) r ❑ fI. r,Contact Land'Development about ❑ Improvements, ❑ Drainag egal Parcel. ----------------------- s' Encroachment Permit for driveway (construction approvalprior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) E124. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and pglicy number. ------------------------------------------------------------ El 23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- Letter of signature authorization.------------------------------------------------------------------------------- i Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 26. Letter of intenton building use., --=-------------------------------------------------------------------------------- ` El 27. Manufactured Home utility clearance. --------------------------------- ------------------------ E128. Existing violations and/or expired permits. ------------------------ --------------------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other:' en you issue the s llows E]Mail to owner M ' o contractor. Telephone 'J and hold for pickup a office. Sc r, /LSV /&v ////6/0 Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, Copy of plans sent ❑ Health Department, ❑ Fire Department, Q10thev inspector. Date:. 160-11n By: #moi By ` 1 1. Index permit application for the above items numbered: ( �. _ ✓ ❑ Plan — List 2. Additional items required: Contractor, designer, owner, was advised of the above required OU by b phone, ❑ maiy, ❑ Buildin Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, 13m , o Building Division counter, by Date: - - Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mW, , ❑ <Building Division counter, by Date: ' Contractor„designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: _ �i�� "Date' `0' 9 b C Plans approved by: ✓k -C_ Date: � 11 f Sets of plans on hold in ❑ Plan Cabinet, 0 ATI. folder. --Note transfer by: Date: \ ,.—.�.,,�.-...... �✓. s^'S.•.y.,.-f..r.��.+r.'7..-�r•�.�.....N•r=-v--„-�z-err. .-.r....-n..y„4.��..•ti..�.,�,..y.,�,.°:7C-�..._�4�r4.4-•t,,...ryv„c_+-r;......y�,.�,,��--'X'.'Fv+'^•.--•!•-'�r�.,l.. ..J.,�....�. �r-+-R�✓-�- ...� �► �i - ' ` ' E. SE CAVY "tea° '!'dot San Attached .� Rcox f=lan Alpfh®d Santo B.D. L1 /v TO: Building Department FROM: Environmental Health. " SUBJECT: Sanitation Clearance LL a�-LL b L r . Owner Location I AP# Plan Approved for: Sewage Dispo—s t—� Water Supply- Publi Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 ` COUNTY ORBUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. V L-1-1--1 v VOPO D BUILDING USE ' UILDING PERMIT FEES Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ........................................... $ --Revised Plan Checking Fee ............ ...........:.:... $ n C 2SCHOOL DISTRICT FEES tel! • ' ��J W.(paid at District Office) , SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $�� Commercial (sq. ft.) ...................... z $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft. x = $ Sq. ft. Amt. ; - t 5. RECREATION DISTRICT FEES i . 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) a0 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was Advised the above fees are may be changed during the placking process. i A.P. # DATE /6I R CEIVT # D ie paid prior to issuance of the building permit. These fees APPLICANT DATE �® Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 5 f . ` BUTTE. COUNTY SCHOOLS`.�MP/yACT�fEEGERTIFICATION FORM iI (O a form per Building) 2 rv,, School District Building Department No. A.P. Number: LJVJ U �tW ` `f 3 Jurisdiction: City County Property Owner `7 COLY40 5 Property Location/Address Subdivision �.i�� e.lz�.- Lot No. Residential Development t No of Living Units Commercial/Industrial J New 1^ Building Department Representative t f ; ` t r (Floor Plans reviewed by School District District Identification No. _ 0 a School District certifies that a2,�_ C - (Street Address) 'L , �.�N f `�; Z)l . ', •+�. . I (City) ; has complied v✓ith the requirements of Resolution No. `representing `f• square feet. School District Representative d' Paid by Check #' �� Remarks: -. ah -,VPVJ .7- / / X) I (State) Roofed Areas) I0``�' Date (Applicant) (Phone Number) (Zip Code) by payment of $ AB 2926 $ FULL MITIGATION $ Date Notice: You may pfotest'the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Sectionr6602O(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agencythat this project is being reviewed under the California Environmental Quality Act (CEQAI, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm i 91 y Sq. Footage Mobile Home Addition/ t *Supplemental to (Group R) Installation i Conversion Permit # - (No foundation in Y ' Sq. Footage Addition (Including Exterior Building Department Representative t f ; ` t r (Floor Plans reviewed by School District District Identification No. _ 0 a School District certifies that a2,�_ C - (Street Address) 'L , �.�N f `�; Z)l . ', •+�. . I (City) ; has complied v✓ith the requirements of Resolution No. `representing `f• square feet. School District Representative d' Paid by Check #' �� Remarks: -. ah -,VPVJ .7- / / X) I (State) Roofed Areas) I0``�' Date (Applicant) (Phone Number) (Zip Code) by payment of $ AB 2926 $ FULL MITIGATION $ Date Notice: You may pfotest'the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Sectionr6602O(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agencythat this project is being reviewed under the California Environmental Quality Act (CEQAI, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm i 91 UT rF Department'of Development Services �, ;�, o Building Division o - _F,0 7 County Center Drive O ,_,,... o Oroville, SCA 95965 CDV N�y (530) 538-7541 (530) 538-2140 FAX , t October 30, 2001 „ Chris Carter P.O. Box 5055 Oroville, CA 95966 Assessor Parcel Number: 068-360-143 Building Permit Number: 01-2498 t This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below.. Please'respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the"response form. Your complete and clear response-will expedite the re-check and approval of this project. PART — I Provide additional information- and/or make revisions to.plans, specifications and calculations as follows: ` N . N-STRUCTURAL COMMENTS: ., Girder truss loads over 5000 pounds need to be addressed by engineer. Provide foundation vv design for truss A3, A4 and B3. Show supports for girder trusses on the plans. Size all orembers for loads. racing requirements of the Uniform Building Code have not been met on the plans in the p 40, following areas:,at the master bed room, walls are to be braced'at both ends.provide revised design or lateral analysis of this area, back wall of house has braced wall panels more than 25 I feet'a art center to center. A additional p to . s add t oval panels cannot be added, provide a lateral analysis of back wall line. Interior lines through the building require additional panels, show on the plans. Front of the house does not comply with..bracing requirements, walls are off set more :than 4 feet, -front wall at porch must meet design requirements or provide a lateral analysis of this line. You always,have the option of designing to the Uniform Building Code rather than submitting a lateral analysis, this building, as submitted, does not meet Uniform Building Code requirements. STRUCTURAL COMMENTS: Structural review to be done upon resubmittal of plans. 1 of t PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide 3 sets of California licensed architect or registered engineer -designed plans. Please be sure to include on the resubmittal the designer's "wet" stamp, signature, registration number and expiration date on all sheeis of plans depicting the designed elements and cover sheets of calculations: 2.' Pay Balance of Building Permit fees in the amount 'of $1241.3.8- .3. Impact fees: 3.1. Complete and return the Butte'County •School Impact fee.certification form. 3.2. Sheriff fees = $360.00.. 4. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 5. Submit-a'Recorded copy of your Agricultural Acknowledgement Statement. R . If. you wish to discuss any non-structural requirements in PART I, you may contact the Plans Examiner,at (530) 538-7541' between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany,corrected items. Sincerely, } Martha Christy Philo Hunt ' Plans Examiner. Plan Check Engineer I ` 2 of.2 APPLICANT: OWNER: •. PERMIT ®: A. P. 1: WORK DER YKl L'LI • Com►--� • —� DATE pESCgEMnM OF STEP . o AsyA-4- Y f t.1 0 RESIDENTIAL PLAN REVIEW GUIDE, SINGLE FAMILY, DUPLFX-.AND 5 MISCELLAA'E�0 US ONLY Owner: Building Permit Number: Plans. Examiner: Martha Christy A.. P.' Number: 0 GENERAL: 1. Zoning requirements — (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property, 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. � I 6. Special conditionion Parcel Map: Noise F-1 SRA El Fire Sprinklers E] Water Tender E] Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLAN: /i: -Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). ''l o of natural fight and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height, I nbvmi6re,diair 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409'&'2603 -7) - Glazing in Hazardous locations (Uniform. Building Code section 2406). V; Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this -section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet _measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than70 square feet and not less than' feet 16 any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend. on the combustfoh of fuel shall not be installed in room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). ljV Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these,(Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). tI I ave Under no circumstances shall a private garage h' any opening into'6 room used for,sleepirig piurpo`ses� (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space-& 304.2). 1�. Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 r Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). w ccLO V101-- C01'l+fri t4 -L 4-k v $� UCTURAL DETAILS: � r� �'Ylo✓e.. `�%'�vv� ' ,'' MLOHI 1. )Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. ' _ •' 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 1 t—T'c' t or p1 e'S? Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessa� 10 Garage door header size(s). 10. Porch header size(s). �Ou vid 41, 11. Typical header size(s). 12. Stud heights. ),a! High expansive soil — special foundation design required. Retaining walls requiring design. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. ' MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation'— protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). ki Sound requirements. �Energy design compliance and supporting documentation. JX CDF responsible area requirements. BUILDJNG PERMIT REQUIREMENTS: 1. SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ . Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page.2 of 2 MICHAEL M OONEY S A MADRoNEA vE. CIVIL ENGINEER OROVII,LE, CA 95966 RCE 20647 - (916) 533-2131 Butte County. .."November 15, 2001 ; Development Services- Department Building Division i t 7 County, .Center. Drive .. Oroville, CA.95965 Re': Truss calculations Spec 3/Chri`s Carter, r. '-I have reviewed the truss,.calculations for this job.. My-, review includes.identifying and locating loads in excess of',3000 pounds. Where inadequate, foundation elements have been'revised to reflect a maximum design, bearing load `of,,' 1500 pounds per square foot. Thank you for -your consideration and.patience. Yours, u" : rs Q�ME 0. 10 e y ^ .. c xp res 9-30-05 FOF CALF, , D4 IIL FFJ H3 C H41 N ter, 4,2Zt S�Z io,0� b;o� I Kul MICHAEL MOONEY CIVIL ENGINEER RCE 20647 . Job Number 101-11 -227' Page 1 / Job Name Spec 3/Chris Carter Const l �j AP# 068-360-143 ' Date 1.1-15-01 Analysis UBC 1997 Dead Loads Live loads Roof " Comp roof . 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15. psf.* 16 psf. Wall Stucco ,10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 10 psf. Floor Slab 50..0 40 psf. Wind , Loads P = "Ce Cq q I . where Exposure C Ce = 0.62 @15 feet Cq = 0.3 in/ 0.7out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0..7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5CaIW/1.4R Ca 0.36, I= 1, R= 5.5 /4.5 Soil Bearing /pN 1500 pounds per square foot QR�EES 0 Friction =.0.35 PEL Lateral bearing = 250 psf/ft. 7. Q n SITE PLAN"REVIEW APPLICATION Date: - I `� — j AP# 6 8 560 - I y'3 Permit Number (if applicable) .l 0'2,q APPLICANT INFORMATION Parcel Size: Owners Name: 2 i Ell .. G I-1 21 Owners Address: S O S Of2.[7V I L.1.1 CA ci59 Telephone No.: S`32 - ' q .S b Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer i ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial - ❑ Industrial Addition Other Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ .Industrial Remodel ❑ Well - DO NOT WRITE BELOW THIS LINE DEVEL OPAIENT SERVICES INFORMATION (For Staff Use) ❑ Approved ® Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See a a ed) • Flood Zone: • Flood Panel No.: 25 Index Date: 6 8—C)A ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit - ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------------------------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A — ON Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side 3 0 Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount'. Formula , ❑ Fire School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage ❑ NCSP/CSA 87 . ❑ Chico Urban Area— Road ❑ Thermalito Impact Other ------------------------------=------------------------------------------------------------------------------ Subdivision Map Special Fees ----------- ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) *Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. _ Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: ` Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: E] No F-1 Yes, Road Name: . Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ ,Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ `Obtain a Merger ❑ Obtain a. Lot Line Adjustment ❑' Comply with Old Subdivision Lot Ordinande (Maps recorded prior to Book 17 of Maps Page 23). Construct road'to: F-1Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ---------------------------------------------=------------------------------------------------------------------------------- Page 3 of 5 jM Subdivision Map/Parcel Map: Map Date of Recording: Lot: 2— ❑ Use Permit/Minor Use Permit Permit Number: Pte.,. Book: ) H U Date of Approval: 10 Comply with the following Conditions of Approval: IS Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page:b G ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 • ® o W �%G-2.S �2,�5 POS SI t�L -Fer2. 2�0 � � I Crt`1S r ' -'o A � � �' l.Az:► d� rt ►a � eX ►S7 j,)Q b- G)J - S1 T AC -J t2 , T2 ,t� LO i' 10 ANy A2E;A 1P2e>PbSEI) -FdrL 'e-Ok „�6-S BAND Y-1tG��AiL ACC.>`.SSJ SN�u_Q� Pta tD>;� D ApprezV i3` rt e� �11J 1Vt 1a�J �2\oQ'ra ►SS:,A-1,3e-s o" -p t3o, eftPOO* VIN tN-,�1Z�. Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMs Documents\Building Permit Site Plan Reviewl.doc, Page 5 of 5 LON GFELLOw LUMBER- CO. INC.' . . IF Quality. Tru.ss'Designp- R6of &Floor Systems (80.0) 678-0112 . (530) 893-0112 •FAX, (530),893-0140 89 Loren Avenue Chico, CA 95928-7434 customer: �S:.S ��0.,1'�2:� ' Job No: Q.e Address: -e. Alpine Engineered Products, -Inc. P g ` 1%��. Dior/ Tb Christian W. Chappell AP#: 8351 Rovana Circle 'Sacramento, CA 95828-2522 (916) 387-0116 BUILDING DEPARTMEW. ICBO-ES Report 5352APPROVED INSPECTION AGENCY ' i vC Timber Products Inspection, Inc. 51110 Z _ P P.O. Box 20455 Portland, OR 97220 (503) 254-0204 3 -..-6, CIL .(SPE31010-CARTER CHRIS / SPEC 3 - D1 SPEC STEP NEW ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. C) TOP CHORD 2x4 DF -L '1 CALCULATED HORIZONTAL DEFLECTION IS•O.16" DUE.TO LIVE LOAD AND 0.17" w BOT CHORD 2x4 DF -L #1 DUE TO DEAD LOAD. CD C) WEBS 2x4 DF -L Standard (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN,LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE ALL ' DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. FLAT TC @ 24.00" OC, ALL BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. o ' w T W5X12 ; 'W4X12 r,- tJ7X6 W6X8(R) 141.5X4 III t , Y J L ♦• i W4X4 % B z, W2:5'X4 0� \ 1-1 e• (A) W i. t A • Z 1 8 (A)� 3 W6X6 = W 2 . 5 X 4 S w 5-8=7 W1.5X4 III W3X4 3 ca � .' z 3-5--8 •, 4!2.5X4 a a I' 2-0-0 � !•11.5X4.111• W3X8 9-0-0- W8X12 = W3X.6 - tJ6X8 = - W1 .5X4 III W4X4 (A2) W1 .5X4 III —i-1 . 1 6 0 V CD UM �� ' . 4-0-0 7 5 11 2-G-5 6-0-0 14-0-0 �- - WILDING DEPARTM • Go 6-3 B 6 8 8 12 6-8 8-5-8 34-0-0 Over 2 Supports R=1710 - [n p p - „ ' • - R=1212 41=5.5" n PLT TVP, ldave TPI -95 Design Criteria: TPI STD UBC 19.5a CA 1 - - F Scale =.1875"/Ft- Longfellow Lumber '•PARNIIIG' TRUSSES REQUIRE EXTREME CARE III FABRICATION, HANDLING, SHIPPING. IIISTALLING AND d- 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO 1110.91 (HANDLING IIISTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 16.0• PSF REF R427 77438 It15T ITUTE. 587 D'OBOTR IO OR SUITE 200. MADISON, H) 53719), FOR SAFETY PRACTICES PRIOR TO QQ,OFESS� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD -SHALL HAVE PROPERLY ATTACHED , C el TC OL 10, 0 PSF DATE 10/1.8/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,--) • "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4j �i�\ Ct �� O PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGII; A117 FAILURE TO BC DL 7.0 PSF DRIJ CAUSR427 01291028 BUAIL0 TIIE TRUSSES iN CONFORMANCE UI TN TPI; OR FABRICATING, NANDLItIG, SNIPPIIIG. IIISTALLING ANO r F4 Go ALPINE BPAC:,G 11 TRUSSES. TII15 DESIGN 000f0RNS MITI APPLICABLE PROVISI00s OF UDS (IIATIONAL DES]GN r �' BC LL 0.0 PSF CA -ENG LVT/CWC '•I SPECIF'CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE (r \ COIIIIEC70RS ARE MADE OF 2OGA ASTM A653 SR40 GALV. STEEL, EXCEPT AS BOTED, APPLY CONVECTORS TO * * TOT•LD. 33.0 .PSF SEQN -. 36286 D EACH FACE OF TRUSS, AND UIILE SS 0 HERB SE LOCATED ON THIS DESIGII, POSITION C01111 CTBRS PER nn ' —I DRAPINGS 160 A-7. THE SEAL 011 THIS DRAulI1G I11DICa7E5 ACCEPTANCE Of PRDFESS10tIAL ENGIIIEERIIIG C„`1. DUR .FAC 1.25 FROM KD Alpine Engineered Produces, Inc. flESPOlIS TOIL IT Y SOLELY FOR THE TRUSS CoHPONEUT DESIGII SHODII, THE SUITABILITY AND USE OF THIS Sacramento, CA 95828 COMPONEttI FOR ANY PARTICULAR BUILDING IS THE RESPONSIOILIIY OF THE BUILDING DESIGNER, PER Qp �prltE I 1, AUSIITPI 1.1995 SECTION z. SPACING 24.0i' ' (SPE31010-CARTER CHRIS / SPEC 3 - D2 STEP HIP 14' S8 NEW TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard :W4 2x6 OF -L #2: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. [N LIEU OF_STRUCTURAL PANELS, USE PURLINS TO BRACE ALL FLAT TOP CHORDS AT 24.00" OC. W4X4 5y 8-7 W2.5X4 (R)' III Ill. 5X4 III W2. 5X4 o W4X4 (R) /O WHIG W5X12 = THIS DWG PREPARED FROM COMPUTER INPUT -(LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR. CALCULATED HORIZONTAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY -SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC 10 PSF BC LIVE LOAD PER UBC. W6X8 - W3X8 -. W2X4 III W1 .5X4 In W4X4 (A2) 0 r -I 6-3-8 0 6 8 g 14-0-0 14-0 0 UIl®iNG DEPARTM 12-6-8 8-5-8 �. � � 34-0-0 Over 2 Supports 'Y" M D R=1110 )•1=3. 5" A P r, R .1L � r-1 < QY R=1212 14=5.5'* C k89Lor.CN1 TYP. Wave TPI 95 R Design Criteria: TPI STD UBC 19.5a CA 1 - F Scale =.1875" Ft. 1�Longfellow Lwlibcr —WARNING" TRUSSES AEOUIRE EXTREME CARE IN FABRICATION. HANDL IMG. SHIPPING. INSTALLING At Avmuc,ChicoCA95928 BRACING. REFER TO 1118.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 4,OFESSIOp- TC LL. 16.0 PSF REF R427- -77437 INSTITUTES. 503 0 ONOFRLO OR,'. SUITE 200, MADISON, HI 53719), FOR SAFETY PRACTICES PRIOR TO V PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY ATTACIIEO `� `(�10/18/01' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `V C�I �. T C D L P S F DATE tPRI OUCTSA NINC. SMALLSH NOTABEOPY OF THIS RESPONSIBLE DESIGN TO IAIIY THEINSTALLATION FROMIITHIISTDESIGN: AANYIIEFAIL UREENGINEERED iO Ly�' D B BC DL 7.0 PSF 'DR14 CAUSR427 01291021 - BUILD L P I N E BUILD TE TRUSSES 1!! CONFORMANCE WITH TPI; OR FABRICATING. HAt10lI0G, SHIPPING, INSTALLING ACID 5 r C 1� C BRACING" FICGAT TRUSSES. THIS DESIGN COLIFORMS WITH APPLICABLE PROVISl011S_DF LIDS (NATIONAL DESIGN BC LL 0.0 P S F CA -ENG L V T / SPEC IF PUBLISHED BY THE AVER ICAM FOREST ACID PAPER ASSOCIATION) AND TPI. ALPINE 6*2� CONNECT ORS ARF HADE OF 20GA ASTM AG53 GR 40 GALv. STEEL. EXCEPT AS VOTED. APPLY CONVECTORS TO EACH FACE OF TRUSS, ANO UIILESS DT HE R111SE LOCATED OH THIS DESIGN, POSITION CONNECTORS PEP !LT TOT. LD. 33.0 .PSF SEAN -- 36282 \DRAWINGS 160 A.7. THE SEAL OU THIS DRAWING 11101CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I✓rjy r,"y �` C:)Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS N /y p e OUR . FAC . 1.25 FROM KD Sammenti), CA 95938 - COMPONEIIT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER yr yAFU ANSI/TPI 11995 SECTIO11 2. SPACING 24.0'1 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC 19.5 CA 1 F Scale =.125" Ft. 1— Longfellow Lumber •-NARNI NG-• TRUSSES RFOUIBE EXTREME CARE IN.FABRrCAT10N, MAIIDL INS. SHIPPING, INSTALL ItIG AID $9Loren Avenue, ClucoCA95928 BRACING. REFER To ule•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE e�QiE S/Q TC LL 16.0 PSF REF R427--77436 •• IRSTITUTE, 563 D'UNOFRIO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TOESC FUHCTI0tl5. II IIIESS OTHERWISE ItIDICATEO, TOP CHORD SIIAII HAVE PROPERLY A7TACHIEO Cy �y C DL- 10.0 PSF DA I E - 10/ 1.8/01 .--( STR UCTHRAL PANELS, BOITOH CHORD SHALL HAVE A PRDPERLY ATTACHED RIGID CEILING. s "I HPORTANT'- FURBISH A COPY OF THIS DESIGN TO THE IIISTALLATIOD CONTRACTOR, ALPINE ENGINEERED h 18 "( �i BC DL 7.0 PSF DR41 CAUSR427 01291026 •PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGII; ANY FAILURE TO W r ALPINE DU"D THE TRUSSES Itl COI1FO0.tIANCE HITII TPf; OR FAORiCAT111G, HANDLING, SNIPPING. IIISTALLttIG AND OC r RAIIOF TRUSSES. TIIIS DESIGN [OIIFORHS BETH APPLICABLE PROVISIONS OF NDS (NATIORAL DESIGN B C L L 0 . 0 PSF C A -ENG L V T / C 14 C G SPECIFICATION PUBL ISIIED BY TINE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 6W1M ' CONI II ECTORS ARE MADE OF 20GA ASTH A653 GRgO GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO * * TOT . L D . 33.0 PSF S E Q N. - 36264 '-•I EACH FACE OF IRUTS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER s DRANItI GS 160 A,2. THE SEAN Oil THIS Ofl AWNING IIID [GATES ACCEPTANCE OF pROFESS10f1A1 EIIGIIIEER1tIG ` c����1 OUR .FAC . -1. 25 FROM K D o Alpine Engineered A 9592 ls, ILIO RESP EIN BIL[7Y SOLELY FOR THE TRUSS COIfPDOEflT DESIGII SH III. THE. SU ITAO II LI AUD USE OF THIS /t /�1 ` - Sacramento, CA 9$$2$ COMPOUEUT FOR Ally PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �F yp,,• ANSI/TPI 11995 SECTION 2. __ SPACING 24.0". (SPE31010-CARTER CHRIS / SPEC 3 D3 STEP BASE NEW THIS DWG PREPARED FROM COPIPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2k4 L 1 412.5X4 0 o BOT CHORD 2x4 DF -L #1 1) t (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 413X8- 4JEBS 2x4 DFL Standard 0 IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC `. . z e (A) q) 14 4X4 PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. THIS TRUSS IS INTENDED TO DRAWINGS PIGBACKA0699 BE A PIGGYBACK BASE SECTION. REFER TO BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF -STRUCTURAL 415X6= AND PIGBACKBO699 FOR CONNECTION DETAILS. PANELS. 3. 143X6; _ A -11-0-0 143X6 (1311) = 415X6 113X8 a w 9-0-0 ' y a N3X4 ' 411.5X4 III 143X6(81) w A • 25-6-8 7 .5 OILDING DEPARTMEE`N" 11-0-0 - r 0 14-0-0 b-5-8 I12-6-8 I` I` c7 • I - 0- 0 O v 39 Over 4 13-0-0 Supports 8 0-0 A s ®' ` , to R= 129 VJ=5. 5" R=1066 N=5,5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC 19.5 CA 1 F Scale =.125" Ft. 1— Longfellow Lumber •-NARNI NG-• TRUSSES RFOUIBE EXTREME CARE IN.FABRrCAT10N, MAIIDL INS. SHIPPING, INSTALL ItIG AID $9Loren Avenue, ClucoCA95928 BRACING. REFER To ule•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE e�QiE S/Q TC LL 16.0 PSF REF R427--77436 •• IRSTITUTE, 563 D'UNOFRIO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TOESC FUHCTI0tl5. II IIIESS OTHERWISE ItIDICATEO, TOP CHORD SIIAII HAVE PROPERLY A7TACHIEO Cy �y C DL- 10.0 PSF DA I E - 10/ 1.8/01 .--( STR UCTHRAL PANELS, BOITOH CHORD SHALL HAVE A PRDPERLY ATTACHED RIGID CEILING. s "I HPORTANT'- FURBISH A COPY OF THIS DESIGN TO THE IIISTALLATIOD CONTRACTOR, ALPINE ENGINEERED h 18 "( �i BC DL 7.0 PSF DR41 CAUSR427 01291026 •PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGII; ANY FAILURE TO W r ALPINE DU"D THE TRUSSES Itl COI1FO0.tIANCE HITII TPf; OR FAORiCAT111G, HANDLING, SNIPPING. IIISTALLttIG AND OC r RAIIOF TRUSSES. TIIIS DESIGN [OIIFORHS BETH APPLICABLE PROVISIONS OF NDS (NATIORAL DESIGN B C L L 0 . 0 PSF C A -ENG L V T / C 14 C G SPECIFICATION PUBL ISIIED BY TINE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 6W1M ' CONI II ECTORS ARE MADE OF 20GA ASTH A653 GRgO GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO * * TOT . L D . 33.0 PSF S E Q N. - 36264 '-•I EACH FACE OF IRUTS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER s DRANItI GS 160 A,2. THE SEAN Oil THIS Ofl AWNING IIID [GATES ACCEPTANCE OF pROFESS10f1A1 EIIGIIIEER1tIG ` c����1 OUR .FAC . -1. 25 FROM K D o Alpine Engineered A 9592 ls, ILIO RESP EIN BIL[7Y SOLELY FOR THE TRUSS COIfPDOEflT DESIGII SH III. THE. SU ITAO II LI AUD USE OF THIS /t /�1 ` - Sacramento, CA 9$$2$ COMPOUEUT FOR Ally PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �F yp,,• ANSI/TPI 11995 SECTION 2. __ SPACING 24.0". 412.5X4 0 412.5X4 � t 413X8- w 143X6 ie, `. . z e (A) q) 14 4X4 415X6= 3. 143X6; _ r -11-0-0 143X6 (1311) = 415X6 113X8 2 0-0 w 9-0-0 ' y N3X4 411.5X4 III 143X6(81) L� 5-2-121-6-0 25-6-8 I M .5 OILDING DEPARTMEE`N" 11-0-0 14-0-0 14-0-0 b-5-8 I12-6-8 I` I` c7 • I - 0- 0 O v 39 Over 4 13-0-0 Supports 8 0-0 A s ®' ` , to R= 129 VJ=5. 5" R=1066 N=5,5" 0 0 1 �.'n �/ ' " "" m R=1484 1.1=5. 5" R=309 VJ=5.5' PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC 19.5 CA 1 F Scale =.125" Ft. 1— Longfellow Lumber •-NARNI NG-• TRUSSES RFOUIBE EXTREME CARE IN.FABRrCAT10N, MAIIDL INS. SHIPPING, INSTALL ItIG AID $9Loren Avenue, ClucoCA95928 BRACING. REFER To ule•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE e�QiE S/Q TC LL 16.0 PSF REF R427--77436 •• IRSTITUTE, 563 D'UNOFRIO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TOESC FUHCTI0tl5. II IIIESS OTHERWISE ItIDICATEO, TOP CHORD SIIAII HAVE PROPERLY A7TACHIEO Cy �y C DL- 10.0 PSF DA I E - 10/ 1.8/01 .--( STR UCTHRAL PANELS, BOITOH CHORD SHALL HAVE A PRDPERLY ATTACHED RIGID CEILING. s "I HPORTANT'- FURBISH A COPY OF THIS DESIGN TO THE IIISTALLATIOD CONTRACTOR, ALPINE ENGINEERED h 18 "( �i BC DL 7.0 PSF DR41 CAUSR427 01291026 •PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGII; ANY FAILURE TO W r ALPINE DU"D THE TRUSSES Itl COI1FO0.tIANCE HITII TPf; OR FAORiCAT111G, HANDLING, SNIPPING. IIISTALLttIG AND OC r RAIIOF TRUSSES. TIIIS DESIGN [OIIFORHS BETH APPLICABLE PROVISIONS OF NDS (NATIORAL DESIGN B C L L 0 . 0 PSF C A -ENG L V T / C 14 C G SPECIFICATION PUBL ISIIED BY TINE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 6W1M ' CONI II ECTORS ARE MADE OF 20GA ASTH A653 GRgO GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO * * TOT . L D . 33.0 PSF S E Q N. - 36264 '-•I EACH FACE OF IRUTS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER s DRANItI GS 160 A,2. THE SEAN Oil THIS Ofl AWNING IIID [GATES ACCEPTANCE OF pROFESS10f1A1 EIIGIIIEER1tIG ` c����1 OUR .FAC . -1. 25 FROM K D o Alpine Engineered A 9592 ls, ILIO RESP EIN BIL[7Y SOLELY FOR THE TRUSS COIfPDOEflT DESIGII SH III. THE. SU ITAO II LI AUD USE OF THIS /t /�1 ` - Sacramento, CA 9$$2$ COMPOUEUT FOR Ally PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �F yp,,• ANSI/TPI 11995 SECTION 2. __ SPACING 24.0". J W -L' UMBER CO. ■ Quality Truss Design ■ Rob- f & Floor Systems R (800). 678-0112 - (530) 893-0112 9 FAX (530).893-01.40 89 Loren Avenue Chico; CAz 95'928-7434 P Customer: S ` '. Job No: �-�c ENGINEER Address: e- C.v' �&\�� 8 Alpine Engineered Products,. Inc.' . P Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 _ (916) 387-0116 BO ��.�, ICBO-ES Report 5352 BUILDING DEPAOM 9'a APPROVED AP#: Timber Products Inspection, Inc. APPROVED. P.O. Box 20455 �• s f N C 2 Portland, OR 97220 (503) 254-0204 mm CARTER / SPEC 3 X=HUS26 Ln T w MIN (JYtJ1010 CARTER CHRIS / SPEC 3 D1 SPEC STEP NEW ) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. i TOP CHORD 2x4 DF -L #1 CALCULATED HORIZONTAL DEFLECTION IS 0.16•• DUE_ TO LIVE LOAD AND 0:17'• BOT CHORD 2x4 DF -L $1 DUE TO DEAD LOAD. NEBS 2x4 DF -L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE ALL DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.FLAT TC @ 24.00" OC, ALL BC @`72.00" OC. 10 PSF BC LIVE LOAD PER UBC. I W5X12 5� W4X12 147X6 W6X8(R) 141.5X4 III g r- 144X4o O r 412.'5X4. \ w (A) (A) 3 146X6 = (42.5X4 5-e-7 T 141.5X4 III 6l3X4s 3 3-5'-8 - 612.5X4 aT 2-0-0 9-0-0 -611.5X4 III 613X8= WEIX12�= W3X6= 671 .5X4 III W6X8= W4X4 (A2) 611.5 X 4 111 - ' 1 -D BUTTE COUNW-L, 4-O O 7-5-11 2-6-5 S 6-0 0 14 0-0 -3UILDING DEPARTMEN`'- 6-3 B 6 8-8 12-6-8 8-5-8 34-0-0,Over 2 Supports ' R=1110, I ' R=1212 61=5. 5" APPROVED . PLT TVP. Glave TPI -95 Design Criteria: TPI STD UBC 19.5a CA 1 - - F Scale =.1875" Ft. LOng(¢HOW Lumber "HARMING"` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND 89LDrcnA4"e.Chico CA95928 BRACING• REFER TO IIIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEe cls FORMN6 THESE FUNCTIONS. b TC LL 16.0 PSF REF R427--77438 QYESSI INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO Q�,Qy'FUNCTIONS. UNLESS OTHERWISE IMO fCATED, TOP CHOW HAVE PROPERLY ATTACHED C �' T C O L 1 0 . 0 PSF DATE 1 0 1 BI 0 1 _ STRUCTURAL PANELS, BOTTON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I 'IMPORTANT•• FURIIISNA COPY OF THIS DESIGN TO THE IRSTALLAT1011 CONTRACTOR. ALPINE ENGINEERED y �CC y� ,Pp ODUCTS. INC. SIIALL HOT OE RE S POLIS 187E FOR ALIT DEVIATION FROM THIS DESIGN; ANY FAILURE TO ` BC DL 7.0 PSF DRIJ CAUSR427. 01297028 T BUILD THE TRUSSES IN CONFORMANCE WITH IPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ALPINE LOYL %v BC LL 0.0 PSF CA -ENG LUT / CtJC BRACING OF TA USSES. T1115 DESIGN COIIFORMS 11,111111,1111APPLICABLE PROVISIONS OF IIDS (IIATIONAL DESIGN r SP EC IFICAT 1071 PUBLISHED DY INE AVER IC FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE (• ], CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL, EXCEPT AS VOTED, APPLY CONNECTORS TO At * TOT . L D . 33 .0 PSF .S E Q N 36286 ,. EACH FACE OF TRUSS, AIID UtILESS OTHERWISE LOCATED Otl THIS DESIGN, POSITION CONNECTORS PER DRAPINGS I60 A•I: THE SEAL TH TS C DPAW111G IIIDICATES pCCEPTARCE OF PROFESS]OIIAL EHGIUEERIIIG Clyp. �' DUR .FAC . 1.25 FROM KD Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COHPOHEIIT DESIGM SHOWII, THE SUITABILITY AND USE OF THIS Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPO11 SI BILIIY OF THE BUILDING DESIGNER, PER �`'A,,�v' ANSIITPI 1.1995 SECTION z. SPACING - 24.0" ' Y (SPE31010-CARTER CHRIS / SPEC 3,'- 02 STEP HIP 14' SB NEW ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY. TRUSS HFR• TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L #1 CALCULATED HORIZONTAL DEFLECTION IS 0.15"'DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. 0 4lEBS. 2x4• DF -L Standard :1'14 2x6 DF -L #2: 0 BPLATES DESIGNED"FOR GREEN LUMBER PER NDS 97 TABLE 7.3.3. .(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC 0 72.00" OC .00 LIVE AND L/180.00 TOTAL, LOAD. IN LIEU OF'STRUCTURAL PANELS, USE PURLINS TO BRACE ALL FLAT TOP CHORDS 10 PSF BC LIVE LOAD PER UBC. - AT 24.00" OC. 0 w, a 141.5X4 III T (42.5X4 W4X4 (R) iii W3X10= 8 r— . W04 (A) (A) W2. 5X4 0 413X4 we z 3 1,16X6 5-8-7 7 3 w 3-5-8 143X8; -L - 'k9-0-0 412.5X4 (R) III 145X12 W3X8 146X8 W2X4-III W1 . 5X4III W4X4 (A2), C:) < 601�TE COl1I�1Y1 6-0-0 14-0-0 14-0-0 Cn//��ppTTpp�� 6 3 8 6-8-8 12-6-8 8-5-8 E�l� ®EP/'�ICIM M fes` EM 34-0-0 Over 2 Supports R=1110 I•l=3. 5" R=1212 W=5 .5"R �, APP cT~ PLT TYP- Wave TPI -95 R Ft. Design Criteria: TPI STD UBC 19.5a. CA - 1 - - - F. Scale =.1875" I— • Longfellow Lumbo •'uARNlNG�• Tq USSES REQUIRE EXTREME CARE IN FAOR ICATION, MANDL IIIG. SH IPP IMG. INSTALLING AND �* 89LorrnAvenue,ChicoCA95926 BAACItIG. REfER 70 1110.91 • (HANDLING INSTALLING AND BBACIUG) . PUBLISHED BY TPI (TRUSS PLATE QOFESS/p,y(r�� TC LL 16.0 PSF REF R427- -77437 INSTITUTE, 583 D'OIIOFRID DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUHCTIOOS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,vim �' ], 8 / N "`VVV Cy y TC DL 10.0 PSF DATE 10/ O1 •� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 9}(� •IMPORTANT"' FURNISH A COPY.OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.. ALPINE ENGINEERED h 0 B """ f BC DL 7.0 PSF DRW CAUSR427 01291027 .--I •PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L P I N E BUIto THE TRUSSES IN CONfORMAHCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLIUG ANO C W C BRACT IIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGII 5 r B C L L 0 .0 PSF CA -ENG L V T / SP EC FI AT 1011 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 6*20 CONNECTORS APF MADE OF 20GA ASTM A653 GH40 GALV. STEEL. EXCEPT AS NOTEO. APPLY CONNECTORS TO * * T 0 T . L D . 3 3 . 0' PSF S E O N EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED Oil THIS DESIGN. POSITION CONNECTORS PER J� Ml ' CD Alpine Engineered Products, Inc. REAWINGS SPONSIBILITY SoLELTTHE FORSEAL ON THE TRUSSICOMPONENT DESIGNIIIG TES SHOWUCEPTANCE OF PROFESSIONAL THE SUITABILITY AND USEIOFERIWG THIS �N MCA�R~ DUR.FAC. 1.25 FROM KD '4 Sacramento, CA 95928 .COMP0NE HT FOR ANY PARTICUL AN BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. pEft �I' CA�� ANSI/TPI 11995 SECTION 2. SPACING 24.0�� (SPE31010-CARTER CHRIS /'SPEC 3 03 STEP BASE NEN ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY,TRUSS NFR. TOP CHORD 2x4 DF -L #1 o l[ CHORD 2x4 DF -L #1 (A) -'CONTINUOUS LATERAL ,BRACING EQUALLY SPACED ON MEMBER. ' NI. WEBS 2x4 DFL Standard . IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC 0 CD PLATES DESIGNED FOR GREEN LUMBER PER NDS 97 TABLE 7.3.3. DEFLECTION MEETS L/240-00 LIVE AND L/180.00 TOTAL LOAD. THIS TRUSS IS INTENDED,TO BE A PIGGYBACK BASE SECTION. REFER TO BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL DRA4IINGS PIGBACKA0699 AND PIGBACK80699 FOR CONNECTION'DETAILS. ` PANELS. ' T - •r 412.5X4-% 412.5X4 z W3X8 w W3X6 , H e r (A)A) 144X4 0 5X G 3 W3X8= 3 7- 1-13X8 2 0-0 143X6 (81) W5X6 9--0-0 1.13X4 411.5X4 III W3X6(B1) 5-2-12 ,JEDU 25-6 8 1 1-6-0 1 1 C COUNTY. ' 5-5 -8 1268 1400 1400 • 3VILDINGDEPARTMfIC. I- 13-0-0 8-0-0 °0 f 39-0-0 Over 4 Supports M ca R=-129 N=5.5" R=1066 N=5.5" P -R . R O V ED R=1484 1.1=5,5" R=309 W=5.5" PLT TYP. Wave TPI --95 R Design Criteria: TPI STD UBC 19.5• I� Longfellow Lumber "'WARNING" TRUSSES REQUIRE EXTREME CARE IIIFABRICATION, NAHOL HOG. SH IpPiHG, INSTALL IttG AND -Scale =.12511 Ft. 89 Laren gveULe,ChicoCA95928 BRACIIIG. AFFC,1 TO 11ID-91. (HANDLING INSTALLING AUD BRACING). PUBLISHED BY TPI- (TRUSS PLATE FE SIQ441I TC LL 16. 0, PSF REF R42'7-77436 INSTITUTE. 503 D•OIIOFRIO DR., SUITE 200• MADISON. N1 53719), FOR SAFETY PRACTICES PRIOR TO ` 'ye ^1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IHDICA7ED, .TOP CHORD SHALL HAVE PROPERLY ATTACHED C, .�y T C D L 10. 0 PSF DATE 10/18/01 'SIRUCTIIRAL PANELS, HOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. s —IMPORTANT— - FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIOD CONTRACTOR. ALPINE ENGINEERED h 18 "( �_. PRODUCTS, IMC. SHALL HOT BE RESPONSIBLE FON ANY DEVIATION FROM THIS DESIGN; ARY FAILURE TO W r B C . D L 7. 0 PSF 011111 CAUSR427 01291026 A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FAORICATING, HArroLING, SHIPPING. IRSTALLIIIG AND • a " BRACING OF TRDSSES. THIS DESIGtI COt1FORMS WITH APPLICABLE PROP ISIOfIS OF NDS (NATIONAL OESIGII B C L L _ 0.0 PSF CA - ,7 _ENG L V T / CIJ C _ 00 Sp E[IF I[ATIOtt PURI ISNED BY THE AMER ICA11 FOREST AND PAPER ASSOC I ATIOtq AND TPI. ALP]RE COIIOECTO0.5 ARE NAGE OF 20GA ASTN A653 GR40 GALV. STEEL, EXCEPT AS VOTED. APPLY CONNECTORS TO o`�EACH FACE OF TRUSS, AND UNEAL ONLESS OTHERWISE LOCATED WING IN 011 THIS DESIGN, POSITION CONNECTORS PER TOT . L D . 33.0 PSF S E Q N - -36264 Alpine Engineered Products, Inc. RESDRAPONSIBILITY SOLELY IGSTFOp STNE TRUSS iCOtlPA COMPONENT DE DICATES SUI PROFESSIONATABILITY L USEIOFERING THIS 4i A Cm� Sacramento, CA 95828 COIIPOIIEIIT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �F CA1.�E �► DDR. FAC 1.25 FROM KD' ANSI/TPI 1.1995 SECTION 2. SPACING .24. 01, ,CQLLN7M OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 -Telephone (530) 538-7541IT No. (Rev. 12/96) APPLICATION AND PERMIT I®I �' %� f ASSESSOR PARCEL NUMBER 068-360-143 ZONING AD BUILDING PERMIT OWNER Q-WER CHRIS532--9-5,68 TtEEPHONE SQ. FT. OCC. BUILDING VALUATI 3461 R 86.894. 00 .OWNERS MAILING ADDR 5 P.U. ;30 -. 5 55 OROVILLE CA 95966 905 C 11,769 -Gd CONTRACTOR'S NAME CHRIS CARTER TELEPHONE CONTRACTOR'S MAILING ADDRES CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation 224.561-00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1077.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ 70005 BUILD ss OCASUE 'i Energy PI Checking Fee $ 911.00 $ PERMIT FEE $ LOT NO. 2 SUBDIVISIONS NAME PARCEL MAP 148-66 31 92AC PLUMBING PERMIT Filing Fee 20.00 ach Trap 14 7.00 USEOFSTRU RE SF l37 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 1 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New f Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 213.00 ELECTRICAL PERMIT Filing Fee 20.00 600V OR LES Main Service p0A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARAT N I hereby affirm under penalty of perjury that I am licensed un er provision of Chapter 9 (commencing with Section 7000) of Division 3 of the Busin ss and Professi s Code, and my license is in full force and effect. -�7 License Class a 6 Lic. No. / OWNER -BUILDER DECLAR ION hereby affirm under penalty of perjury that i em axe pt from the Contractors Licen Law for the following reason: wages as their sole compensation, ❑ I, as owner of the property, or my em/noti will do the work, and the structureed or offered for sale.❑ I, asowner of the property, am extracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. ss and Professions Code for this reason Main Service ,000A 46.00 NEW CONST. DWEWNG OCCUP. WE NG OR ADDNS. ( ACC. 3.5♦+FT.. 171. S NEW CONST. M LTI-LET' NON•RESID. C 97.50 POWER APPARATUS 8 SINGLE OtlTLET CSI R. EX. Occup. OUTLET OR FIXTURES 200 .00 BAL @ �.so FIXI Ex. Occup.°uTELETs REs10.UNS °Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 'sc. Wirin 23.00 PERMIT FEE $ 214.50 MPE SATION DECLARATION WORK/perjur I hereby affirm under penrjur one of the following declarations: ❑ 1 haveand will martificate of consent to self -insure for workers' cc ensation, as or by section 3700 of the Labor Code, for theHood erformance of the which this permit is issued.16 I have and will maintrs' compensation insurance, es required by Section 3700 of the Labor Ce performance of work for which rids permit is issued.S My workers' compeinsura a carrier and policy number are:Carrier��/ ME ANICAL PERMIT Fling Fee 20.00 Heating 30.00 Coolin 30.00 6.50 6,50 Ventilation 3 4.50 13.50 FIREP A E 15.00 P MIT FEE $ 115.00 Policy Number d (The above sec ' ns need no a comp) ted if the permit is for work of a valuation of one hundr dollars ($100) or less.) ❑ 1 certify th In the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' co ensation provisions of section 3700 of the Labor Code, I shall forthwi o ith those provisions. _ Date _z L Signature of Applicant - ner ontractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation e $ Energy Inspection Fee $ 46.00 ffn con rv� LVD. TOTAL E $ 2408.55 HAZY FE ES IMP X FLooD DF X PARCEL X PO X HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the a licable provisions Resolu ' ns to do work been p 'd. Date Date Receipt No. 324507$805.32 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Ile- NI OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO 75 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 N (R6;.. 2/96) APPLICATION AND .PERMIT NO PERMIT - C�/-// ASSES90RP CAR Q MB / (� O " 2O""Q BUILDING PERMIT _ (Z OWNER I r Q L�Ne SO. FT. OCC. BUILDING VALUATION OWNERS Afl aS L CONTMCTCrOR 1 TEL8,mNE Mid CONTRACTOWS MAKINGADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fire IaCe -- ARCHITECT OR ENGINEER Total Valuation - S LICENSE NO. Fee S ARCHITECT OR EHOINEERs MAILINGADDRESS 20.00N° Permit Fee S euILDINGADDREss Plan Checkin yrs or`C�{G • Energy Plan Checking Fee E --- • 3 Z , LOT NO. 2 SUS MBIONSNAME ' ff. PARCEL MAP PERMIT FEE $ bf. PLUMBING PERMIT F Ing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 SF ❑ Duplex ❑ Mobllehome ❑ Other Solar or heat um water heater 23.00 ePECFY Water piping is. '- TYPE OF WORK Each gas water heater or vent 15.00 New O Addition ❑ Remodel ❑ Utilities ❑ InsUktion ❑ Other ❑ Gas i in stem 1 - 5 outlets 15.00 Describe Work: 5 /� 4,?r ( �^ sewer 15.00 C �- Mobile Mobile Home S G W Q20.00 PERMIT FEE ! ELECTRICAL PERMIT Fling Fee 20.00 —"— -'-- 3 -- Main Service OOOV OR LESS 200A OR LESS 23.00 Z �'• j•. �// TO1000A48•00 NEW CONST DWELLING OCCUP. OR ADDNS. A ACC. EILDS. 3.506 . ° MULTI.OUILET NON•RESID. ' @7.50 • POWER APPARATUS A SINGLE OUTLET CIR, Ex. Occup. OUTLET OR PDL -e20 ® t.00 a#- .SO Ex. Occu .OLRLETs"Q °� 5.00 I i Temporary Service 23.00 Mobile Home Facilities 20.00 .. Misc. Wiring23.00 PERMIT FEE i * J ER, PMIT FEE PAI MECHANICAL PERMIT Fling Fee 20.00 _ SRA Heating Coolin SHERIFFHood 6.50 Q OTHER Ventilation C { lace_. � nl PERMIT FEt t Mobile Home installation Fee E ---- ( Energy Inspection Fee $ ✓��1 fF C COT. SYPE TO % j AAk6VNT RECEIVED `-- I AL FEE_ NA2, PE PLooO f p a No ISSUE This permit is here y issued under the app (cable provisions the Butte County Code end/or Resolutions to do work "RECEIPT NUMBER in indicated above for which fees have been paid. " TO BE PVT II►dTO COMPVTER By Date PERMIT EXPIRES ON to 1 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVII.LE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: C__C, / I e ASSESSOR PARCEL NUMBER: © 60 3G 0- I `� J Proposed Building Use: " a/" C-? Building Inspector: Date: 5"1 t< . 0/ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ V All iiems have been submitted.--------------------------------- ------------ ------------------ ----------- H1�+"-- 10 0 -- l h s _-- -u rr� -- _-• �! 10. Plot plans, 3/4 sets, signed by the preparer of plans. ----�------�--------�-�----- �- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- n ' eered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- n ' eered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ nergy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. anufactured Home data and installation instructions including Tie Down Specifications .------------------ Feesof $----1-��A 2 ?-------------------------------------------------------------- Impact fees as shown on the attached schedule. --------- h-- ------------------- ----------------------------- 2. California Department of Forestry plan approval/fees. --=-"-`�-� fO� �- `J -- 0 13. Flood elevation cate - t1�1'14. Sanitation and plop an approval 0{-p ----Health Department------------------------------------ 0 --------------------------------- ❑ 15. Ci of Chico plumbing permit. ---------------------------------------------------------------------------- r ❑ 16;1 plan and business license approval from the City of Biggs. -------- -------------------------------- 7, arming approval for (A) Use: O (B) Parking: ------------------- 8. Contact Land Development about ElImprovements, ElDrainage�egal Parcel. ---------------- 9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 1120. Pre -inspection for k., required Request to Building Inspector on III@[#] I:== (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). --------------- ------------------- 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- ❑ Letter of signature authorization. -------------------------------------------------------------------------------- copy of Agricultural Acknowled ent Stat . ---------------=---------------------------------- �ecorded Letter of intent on building use. - - - - - -- ------------------------------ El 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits.------------------------------------------------------=- = ------- E129. E1433 ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- ❑ 3 0. Other:------- ��W,�hhdn you issue e. t p /ce�s follows ❑ Mail to owner, ail to cr(traclor, 'ETelephone / `7 hold for ✓ f �� and pickup att�C) o t .=U eliver. with.inspector. <;-TQ uc-j- j2ry W -V,1 l0%14-/01 Applicant: Date: f�7� Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, 0AJi v ollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, er: Date: 1. Index permit application for the above items numbered: Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Biiildin 'v' ion counter, by Plans reviewed by: ��' Date: `J' Plans ate: approvedby: Date: • l Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. . r�....i � lh-' �. r` - , �vr, :x— a :---`c .,-. - � e�.,� ,�,..,. r . �*'., ui � .., ,. Y -- .. ,.. w .. ,s -v i�'.. .��. -•y�r a ; ., COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. # �✓ ���/. PROPOSED BUILDING USE �15/O RECEIPT # r DATE REC. 1. BUILDING PERMIT FEES f --Balance Due ........................................................ $ --Additional Fees Due .........:.................................. $ --Additional Fees Due .............. :.................... :........ $ I --Revised Plan Checking Fee ... . ' d $ 2. SCHOOL DISTRICT -1 v /�- J(paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial' (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x• _ $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES ; 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK 9,00 d at Building Division) 8. , WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) N 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) , 10. OTHER r At time of permit application, I advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the cking process: ti4 APPLIC ' DATE v o Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5; 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may, protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner , ..' - (Rev. 6/00) .*AN REVWW RESPONS*ORM In order to expedite the review of your plans; please complete the following information and return this form with your re-submit a3. Ns form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a val; response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate Yoe response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YO(1R PLAN REVIEW LETTER ARID RMRN WITH REVISED AND ORIGINAL pis, OWNERS NAME DATE: C-" Ckave& (x,621 i _ �z ASSESSORS PARCEL NUMBER PERMIT NUMBER( RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # Y RESIP�O�NSE BY: n V k aJ� /R_, LOCATION ONt PLANS/CALCS: \ Coc' COMMENTS: COMMENTS: -r+l rLi P�ra�E7we R • o i kAwjvm<, miLg - ►cam L. Q4ez-Tw*j&vC.k& iUea-- PLAN CHECK ITEM # C21 RESPONSE BY: RESPONSE BY: Alt Ukd(� LOCATION ON PLANS/CALCS: COMMENTS: -r+l rLi P�ra�E7we R • o i kAwjvm<, miLg - ►cam L. Q4ez-Tw*j&vC.k& iUea-- PLAN CHECK (ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: -"r,+PVA1A KS PLAN CHECK ITEM # X4 1 COMMENTS: 1 1 1, r t PLAN CHECK ITEM # MMENTS: RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: �o 6 Q VAC i O I 13P�c o N nA>=� Z X ,S un s Al- UNI rJ � T? -o o ►�( �P�- 1, � l410►� SS V)I SC 0NT(N'u 1 tIeS (ZC)or V'/ A - U, - -ro w A U\- t'j �= 1 VZ @�"o.C, 3Ss@ 0. C. 14 I2 0�7�v� SCS I ry 4 1 e t By: MEM N®rthStar 20 DECLARATION DRIVE Date: 4/26/01 ENGINEERING CHICO, CALIFORNIA 95973 Job No. `7025 530-893-1600 Page t6) of FAX 530-893-2113 SHEAR WALL LINE A:' (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 /.3,* (5'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.22 K NET UPLIFT FORCE = Fu lift - Fdwn = 4.11 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = 1.75 K ' DSF2 = v * Lsw1 -.(V / L) *,(Ll + Lsw1).= 0.01 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + L2) _' 0.00 K, DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6•= v' (Lsw1 + Lsw2 + Lsw3) - (V / L)' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v' (Lsw1 + Lsw2 + Lsw3) - (V / L)' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K , DSF8 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v(Lsw1 + Lsw2 + Lsw%3 + Lsw4 + Lsw5) : (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE _ 1.75 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 3 3HD5 HOLDOWN ON 2- 2X WITH SSTB24 A.B. IA9TC28 STRAP AT ALL TOP'PLATE SPLICES May 24, 2001 Chris Carter P.O: Box 5055 Oroville, CA 95966 Department of Development Services , Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 ¶ (530) 538-2140 FAX r ` Parcel Number: 068-360-143 Building Permit Number: 01-1115 This office reviewed building plans for the,permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: YOU HAVE NO NON STRUCTURAL BUILDING CODE ITEMS TO CORRECT. PLANS ' .ARE TO BE REVIEWED BY OUR ENGINEER AND HE WILL CONTACT YOU AND YOUR ENGINEER OF RECORD IF HE HAS ANY QUESTIONS REGARDING STRUCTURAL ITEMS. ' If you wish to discuss any 'requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays: PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. - 1. Complete and return your School Impact'Fee form. 2. Provide Health Department Clearance. 4.' Balance of building permit fees is $1603.23 / • 1 t 5. Pay Sheriff fees of $3600 6. Planning and land Development Departments have not cleared parcel. Larry Painter from the Planning Department will contact you with any requirements. 7, Provide a recorded copy of your Agricultural Acknowledgment Statement.' ' Sincerel • � , aa-Christyrth Plans Examiner, ' 4 ' t ' F' r PRC QCT PROCESSING RECORD APPLICANT: OWNER: PERMIT �: A. P. 1. . WORK DESCR DATE 2.-00 • --------------- 0 RESIDENTIAL PLAN REVIEW GUIDE . SINGLE FAMILY, DUPLEXAM MISCFr LAAEOUS ONLY Owner: ��,1/ -� P/1� Building Permit Number:. ©� ' Plans Examiner. A P. Number. 0 (O8 �(100 GENERAL: j Zoning requirements - (number of permitted living units). r2) Building permit valuation. l3 Plans signed by thedesigner. �! Proper description of work. on the application. Existing violations on the property. ... Recorded notice of violation. PLOT PLAN: /Y y Complete parcel size and dimensions. Setbacks, side yard, easements, etc. J. Other buildings or structures. Grading, fills and/or drainage. 5. Flood hazard 6. Special conditions on Parcel Map (Noise, iRA Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. /8 Building or utilities across lot lines (record form). FLOOR PLAN: ' Plan and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light "and 5% of ventilation (Uniform.Building Code section 1203). Egress windows (Uniform Building Code section 310.4). ,V Skylights (Uniform Building Code section`2409 & 2603.7). .Glazing in Hazardous locations (Uniform Building Co& section 2406). . ;l. Required room'sizes and ceiling heights`(Uniform'Buiidmg Code section 310:6). 7. GFCI in baths, garage, kitchen; wet bar; and eiiteiior+eceptacles (NEC 210). 8. Prohibited locations of gas'virater heatett (Unifori i "Ph nbiag Code 509& 1213.5): 9. Prohibited locations of gas heating egiupmed Mechanical Code 304.5). Garage fimall sepaiation = ret used oa garage silo iadadamg support" walls and posts (Uniform Building Code section 302.4 w&eptioi #3).. a •` - 1 1. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 12. Smoke detectors (Uniform Building Code section 310.9:1). 13. Nater closet clearances -(Uniform Plumbing Code 408.5). 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 —PtA_� l C -}o C�e�-IC- �-ru� STRUCTURAL DETAILS: 2 Conventional construction usually shaped buildin niform Building Code section 2320.5.4). Standard bracing or engineered design orm Building Code se6 ion 2320.11.3). ZTSQerestory requiring balloon framing aadlor engineering.. Tbree story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 6: .Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 9. Re$er ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. - 11. Garage door header size(s). 12. Porch header size(s). 3.'_S d heights.'rP T4. Expansive soil – special foundation design required. Retaining walls requiring design.�'Vl�v�'Vu 16: Special Inspection requirements. (��,✓ �11� m� S — C�U�� heiC�7 er sizes.. �C`J r 8. Gypsum wallboard nailing inspection required. CELLANEOUS ITEMS: 1. Stairway details – landings, rise and run, head clearance, handrails (Uniform Building Code section 1606).- Guardrails 006):Guardrails (Uniform Building Code section 509). _. Brick or stone veneer (Uniform Building Code section 1403). r plaster-- weep screeds (Uniform Building Code section 2506.5). j.�Roofpitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). IOU povering type = (fire hazard). Foam insulation – protection. * halls and stairways (Uniform Building Code section 1004.3.3.2). J9' Two exits on three – story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 &2306.7). Ar Attio access and ventilation (Uniform Building Code section 1505). mbustion air for fuel burning appliances – LPG requi=emeats. 13: Sound requirements. - = - - - 14. Energy design compliance and supporting documentation. ,15''Flashing at all exterior openings. 16 DF responsible area requirements. 7. Building PeVood uirements: 17.1. 17.2. levation certificate. 17.3. Fire Sprinklers required. . . 17.4. Special Inspection requirements. :. 17.5. Use Permit cohditions. ' - - 17.6. Sub -Standard Housing letter. Page 2 of 2 _ ,; •, � �; a '•� '7 - 4r, - 'r, 1 �! r I - { �. 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' rsx? _ y R y "CON NTIAC MF�'DRAINING A ANY DAT DESCRIPTION D OTH R' v r r� > w _ 7/2115 NCO THIN DR O N E .HE E E CONSID 4 D 4S PROPp TARP AN &,GSC1LLE Q r SUN R ERMA1 ENERGY CO. 1NC. •_.. 1, y� NTS. e s,;; , , . } i , r �• t.. < : s' ,. AND LL=:NOT BE ',UBLISHED ODUC COPIED IDIS+ OSED OR - �- � :._ , '. � -. MM 9�i� �:. :.a �., �' s,a:. r. �,y-4• t ;.., �✓.r.,. .r ,.:: ,.:.. _.. -. c �,� •; e� _ }t + -aa t USE WHOLE OR IN PART�FOR A P.UfPOSE-WITHO • T THE EXPRESS. M SHEET. +�'' �.,� •a� sor, � , It 9�' a .�,. 7 - _ �;, �. ty "a"�R � ,, E�PERMISSION wO,F A DU • U�H�RIZED REPf�SE : /�171VE � - .:.. xc'.c' J � P.QWER'&GEO7HERMA�E G "fNCs,ALRIGHTS ESERVED. '.: -- v- _ - _.Fvasiix.; .Tq Y'1• _ �V �u..hc_.. 1�n Vin. � 2005 �1 GLAZE 2.1 KW PHOTOVOLTAIC ARRAY PV LAYOUT @ 1 / 8"- =.1' SCALE ISSUE 7„9I5 z REv1 gnus gr 41, oat w O o i L'i . a z 0 UJ 0) y wa w IT UJ ,w'N > L 0`�doC a Q. N o'.ul • r� M ¢° () G, �Carn1 ua 2 SUBPANEL SMA 250OW INVERTER PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. -NEW PHOTOVOLTAIC MODULES CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER 15SHARP 140W PV MODULESINFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND 200A MAIN SERVICE .• THE EXCLUSIVE PROPERTY OF SUN POWER &GEOTHERMAL ENERGY CO., INC. (B) SHARP %OW PV MODULES AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR AC DISCONNECT USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SI IN POWER R GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. GLAZE 2.1 KW PHOTOVOLTAIC ARRAY - SIDE MOUNTING DETAILS - SCALE: 1-Y2 If = 1 LOW RISE MOUNT CLIP B22 STRUCTURAL CHANNEL SHARP 140W / 70W PV MODULES UNICLIP- STAINLESS la FlEvom/mc DAN COMPOSITE ROOF ISSUE 7119/05 2 REV1 7/21/5 RAFTERS (2" X 6" @ 24" O.C.) ` O UNICLIP- STAINLESS O • w SHARP 140W / 70W PV MODULES w o YL w 0) . W co }O U U F-- " qui17- ~ J M • d w J L Q> B22 STRUCTURAL CHANNELG LOW RISE MOUNT CLIP -' LAG SCREW (6 / 16" X 4", TYPICAL) --- RAFTERS (2" X 6" @ 24" O.C.) . °�gU-'XM o N o •� PROPERTY OF SUN POWER AND GEOTH�ENERGY CO., INC. IDENTIAL. THIS DRAWING AND AN A, DESCRIPTION, AND OTHER IN ATION CONTAINED HEREI CONSIDERED AS PROPRIETARY AND THE LUSIVE PROPERTY N POWER & GEOTHERMAL ENERGY CO., INC. SCALE: AN SHALL NOT B LISHED, REPRODUCED, COPIED, DISCLOSED, OR SEE SCALE USED, IN OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS SHEET. F. N PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. (15) SHARP 140W PV MODUELS (IN SERIES) z 41U KHVV-z cUNUUc I UK5 z ;FlU I rmW-z (6) SHARP 70W PV MODULES (IN SERIES) . (1) #12 BARE COPPER GROUND BOND 30A DC (1) #10 THHW-2 GROUND DISCONNECT NON-FUSABLE LOCKABLE GLAZE 2.06KW - - - (15) SHARP 140W PV MODULES SMA 2500 INVERTER (6) SHARP 70W PV MODULES ' AC MAX OUTPUT CURRENT: 12A 12A X 1.25 = 15 RATED AMPS (18) X (123.2 C EC) X (93%) = 2.062.4W AC r MINIMUM CONDUCTOR SIZE: (2) #10 THHW-2 SMA 2500 2.5KW INVERTER 240 VAC UL#1741 GFP ito DATE 1 ISSUE 7/19/5 (RATED TO 30 AMPS @ 75 (1) SMA_SUNNYBOY 2500 INVERTER _ - _ MINIMUM GROUND:(1)#10THHW-2 C) ®®'1� 1`0 (RATED TO 30 AMPS @ 75 (1) SMA_SUNNYBOY 2500 INVERTER _ - _ MINIMUM GROUND:(1)#10THHW-2 C) • MAX DC INPUT CURRENT: 13A PER SHARP 140W MODULE: o MAXIMUM POWER: 140 W _ - • Q MAX POWER VOLTAGE: 19.95 V(E) SMA.. v 0 OPEN CIRCUIT VOLTAGE: 24.85 V SU s oB Y ; s MAX POWER CURRENT: 7.02 A PvwvERTER . Z Y _ 15A AC.MAX SHORT'CIRCUIT CURRENT: 7.81 A 100A o Z W rn CUTLER HAMMER, . COMBINED: 18 MODULES TOTAL: cV 0 O Q CO SUB .. TOTAL OPEN CIRCUIT VOLTAGE: 447.3.VOLTS' �" • w TOTAL MAX POWER VOLTAGE: 359.1 VOLTS _ _ . a w _' co ' TOTAL SHORT CIRCUIT CURRENT: 7.81 AMPS - ' SMA .-. o o C LOCKABLE . TOTAL MAX POWER CURRENT: 7.02 AMPS : - - - �• _ =" SUNNYBOY '" JUNCTION ' n..0 (V O �. - _ . . 2500W - - (1) #10 THHW-2 SMA SUNNYBOY 2500 INVERTER:" PV INVERTER - (1) #10 THHW-2 BOX - (1) #10 THHW-2 12A AC MAX 3. INSTALL A PERMANENT, RED -ON -WHITE, SIGN GROUND - PEAK. EFFICIENCY: 93%`ik GROUND j -GROUND 20A AC PV BREAKER ON OR ADJACENT TO THE MAIN SERVICE PANEL as. a DC VOLTAGE WINDOW: 2 5 -550V • MAX DC INPUT CURRENT: 13A MAX AC OUTPUT CURRENT: 12A - . AC DISC 100A METER CUTLER HAMMER, SUB 1. ALL WORK PER CEC 690 NONFUSABLE 3 SETS OF. PANEL 2. ALL DISCONNECTS TO BE CLEARLY LABELED 2 #6 THHW-2 LOCKABLE 2 #6 THHW-22 JUNCTION ' #10 THHW 2 AND WITHIN SIGHT OF EACH OTHER - (1) #10 THHW-2 60A (1) #10 THHW-2 BOX (1) #10 THHW-2 (1) SINGLE -POLE 3. INSTALL A PERMANENT, RED -ON -WHITE, SIGN GROUND 2 POLE 240V GROUND -GROUND 20A AC PV BREAKER ON OR ADJACENT TO THE MAIN SERVICE PANEL DG 222URB WARNING THIS BUILDING SUPPLIED WITH ALTERNATE POWER SOURCE. DISCONNECT IS LOCATED WARNING!!. ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES. MAY BE ENERGIZED. 200A MAIN. SERVIE _ (2) DOUBLE -POLE . 2 POLE 40 AMP 20A AC PV BREAKERS AC EXTERIOR UTILITY PV BREAKER PROPERTY OF SUN POWER AND GEOTHERMAL ENERGY CO., INC. AC DISCONNECT LOCATED WITHIN 10FT OF MAIN SERVICE CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER POINT OF CONNECTION. THE OUTPUT OF A INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND PHOTOVOLTAIC POWER SOURCE SHALL BE THE EXCLUSIVE PROPERTY OF SUN POWER & GEOTHERMAL ENERGY CO., INC. CONNECTED AS SPECIFIED IN 690.64(A) OR (B). AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUN POWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. 3.4 kW Roof mount, f r..lnl—Tr+o.nnr+l..n 10' " t 16' 30' PG&E '. I Meter 0 (! 0) AC Dbc nned µ (PSMASunnyBoy18kW O 32' N + P ' ILDWO Sun Power (1) SMA SunrrfW/25kW-�: ! ��� c t /� P ' S I O A �� & Geothermal Energy "A" Eh : (2) DC Diswnnsts ' 32° ?' j VFfT O ED Ellt201 863 E. Francisco Blvd, San Rafael, CA 94901 C CA Sic #759086 L 14, nrassrpCover Sheet j ' IllpTb. - - Gtaze 3.4kV" UT �. —34' - - APIA tit- O(cg -sw, ',IW3 nn.n PROPERLY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. tt&dxet ixark (41M 459-42M CONFIDENTIAL THIS DRAWING AND ANY DATA. DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE ma.' 10/03/03 EXCLUSIVE PROPERTY OF SUNPOWER do GEOTHERMAL ENERGY 00.. INC. AND SMALL NOT d �.� Of WHOLE OR IN PART. FOR ANY PURPOSE REPRODUCED.T USED. IN THE �� OR WRITTEN 3�.�' She" PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. tot' �,� �0 + �I - Q\ _• Flash assembly Flashing .. a, Va9y 3/8 x 4' Lags Roofing plywood 0 + Rafter 24' On Center Sun Power Geothermal Energy 863 E. FranciscoBlvb "A" 1' Qatey - Q f"� A� BU-ffE•COUO s an Rafael, CA 94901 TY Waterprofing BUILDING DIVISIO _ APPROVED CA CA Lic. #759086 °� Gtaze-3.4kW - UT APT t OloB 3100: %43 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. Nkfael Mort c415) 459-42M CONFIDENTUa- THIS DRAWING AND ANY DATA. Pnt� AND OTHER ORMATION CONTAINED HEREIN ARE CONSIDERED AS PRIETARY AND THE 5bructuraou6ti CLUSNE •PROPERTY OF SUNPOWER do GE'OTHERAIAL ENERGY CO.. INC. AND SHALL NOT BE PUBLISHED, REPROMICED. COPIED, DISCLOSED. OR USED, IN WHOLE OR IN PART. FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN . PERMISSION OF A DULY AUT14ORIZED REPRESENTATIVE OF SUNPOWER & GEOTHMM LL. ENERGY CO.. ' INC. ALL . RIGHTS RESER. eta 1 0/03/03 r - t• Shat of 3 W PhAovoitaic 5q5tL rn Sharp 70. Watt -Triangular Sharp 140 Watt,_ Array of (12) SHARP 140 Watt Modules ND-070ERU ND-670ELU ND-NOECU, SHARP 140 Open Circuit Voltage. / Voc = 24.85 Volts Maximum Power 70 Watts Maximum Power. 140 Watts SHARP 140 Maximum Power. Voltage Vmp = 19.95 Volts Short Circuit Current2 7.81 AMPS Maximum Power Voltage 9.98 volts I M,aximum"Power' . Voltage 19.95 volts Maxir'num Power Current 7.02 amps Maximum,; Power Current 7.02 lamps maximum Power Current= -7.02 AMPS• Cutter C'mmer Open Circuit Voltage 12,43 volts Array' -Total Open ,CIrcuIt Voltage 298.2 Volts Non-Fusabte Lockable Open Circuit Voltage 24.85 volts 3R 2 -pole 30AMP 600Vott DH261URK •.'.Short Cuircult Cur�rent 7.81 amps Array Total Maximum. Power Voltage 239.4 Volts Short Cuirtult Current 7.81 amps J 1_#10 ground Pv.to Frame Bond 1-#10 Ground bond — —3 DC C— on 140 Modules 2-#10 RHW-2 Disc 2-#IO,THHN Array Voc= 2982 volts Hammer ymCutter p= 239.4 volts Non-Fusable, Lockable 3R 2-pote 30AMP 600Vott DH261URK 17— 1-11,10 ground PV to Frame Bond 1-1110 Ground bond J, (13) SHA _3,DC r RP 140 Watt Modules 10) SHARP -70 Watt M6dules Disc #10 RHW-2 Di2-#10 THHN Array Voc= 40.35 volts Array Ymp= 359Ji'e5 volts, SMA (10) Clh U 14 1 (ll) 'Zhnrp Aodutes Sunny Boy Sunny Boy c%jooc;nn"_-znn cwojann"_cnn tSHARP 70,Watt Open Circuit Voltage /. Voc 12.43 Volts 'SHARP 140 Watt Open Circuit Voltage / Voc 24.85 Volts 1 .1 1 2.5kW 1.8kW o, SHARP 70 Watt Maximum Power Vottage'/ Vmp 9.98 Volts SHARP 140 Maximum Power Voltage Vmp_=,19.95 Volts Inverter Inverter Short Circuit Current= 7.81 AMPS Short Circuit Current=. 7.81 AMPS Maximum .Power Current= 7.02 AMPS Maximum Power Current= 7.02 AMPS UL#E210376 UL#E210376 Array Total Open Circult,Vottage 124.3 Volts 'Array Total Open Circuit Voltage = 323,0 5. 5 Volts Arra I y,.,Totat Maximum.Povier Voltage = 99.8 Volts' Array. -Tot at M I ax1mum Power Voltage = 259.35 volii a. 0 z z 0 Meter • f- C C3 0 L 3 •a 0 Varningl Electrical. Shock Hazard.Au -1. L Cu Not Touch Terminals, an Both - LM N PG&E - AC and Load Sides. May be Energized PG&E 40 AMP AC 27# 8 cu THH To PaW Ext~ ututy - -3 Br*Qker Disc: Sun Power & Geothermal Energy 863 E. Francisco Blvd. "A", San Rafael; CA9490I., (415) 459-4201 CA Lie. #759086 -*� T- 1-1110 Ground bond r— lhShMe Line Magram Service Panel Cutter Hammer' N -Fusabie Lockable 4kW on Glaze 3. UT Matn House Grounding System 3R 2-pote 30AMP 240VOtt Dravnlr DG221URB Michael Ctdrk PROPERTY OF SUNPOWER &'GEOTHERMAL ENERGY CO., INC. (415) 257-2444 V CONFIDENTIAL. THIS DRAWING AND ANY DATA. DESCRIPTION, AND OTHER, N MTION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE 10/03/03 U USIVE ERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND BUTTE: COUK NOT-BEPROPPUBLISHED, REPRODUCED, COPIED. DISCLOSED. OR USED. INSCO&W . NTS R Me IN PART, FOR ANY PURPOSE WM40UT THE EXPRESS WRITTEN OF A DULY AUTHORIZED REPRESENTATIVE `OF SUNPOWER BUILDING DIV oN I ON CO., INC. ALL RIGHTS RESERVED. 3 of 3 4 rh Rridit/wr I Doh - Jd- -ztC �, / K' 9 r, 17 3.4 kW Roof. mount,' A Grid -Interactive, ; Photovoltaic 8 j 6, system 10 -16' , , . 30' 0-4 Meter E = r (1) ACDtsmnnat (1) SMA Sunny Boy 1AW •32' t Sim Power (1) 5MA Sumyy Boy 25kW 0 r Geothermal Eturgy EI (2) D(fPb=necb ` 32°8 63 E. Francisco Blvd "A" San Rafael, CA 94901 (415) 459-4201 ~ 14. _ CA Lie. 0759086 Cover sheet job Glaze -3 4k V — UT -34' ',, t, AR.I tis Olc$ = 3fn0 -1 nma Or Mkftet Cwrk r., PROPERTY OF SUNPOWER - & GEOTHERMAL ENERGY, CO., ANC. (419 439-4= " • - t CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER Date. 10/03/03 -CONFIDENTIAL CONTAINED HEREIN AM CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER Nit GEOTHERMAL ENERGY CO.. INC. AND sa:t NOT N PUBLISHED. REPRODUCED, COPIED. DISCLOSED.OR IN r 3/32ai'M(Dc5ud � ORINPART. FOR ANY WITHOUT THE EXPRESS D PERMISSION OF A'DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER Qc She" GEOTHERMAL ENERGY CO.. INC. ALL RIGHTS RESERVED. I of �! i tasty asseMloty r Flashing 3/8 x 4' Lags Roofing plywood a ., + Rafter nyl 24' O . n Center ., ; Sun Power Geothermal Energy 863 E. Francisco Blvd. "A" Datey San Rafael, CA 94901 (415)459.4201 _ Vaterprofing CA Lic. #759086 b -96M. Type StrucUm-al Mountbv, Job Glaze-3.4kV - UT APN tk OG13 3(00. %145 PROPERIY`OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. c41M 439-4M INFORMENT� THIS DRAWING AND ANY BATA, RED AS TION. RIE OTHER CONTIUNED HEREIN ARE CONSIDERED AS PROPRIETARY /WD THE 5bructuralMountincl oarINFORMATION 10/03/03 EXCLUSIVE PROPERTY OF SUNPOWER do GEOTHERMAL ENERGY CO.. INC. AND aO'� t• - V SHALL NOT BE PUBLISHED, REPRODUCED. COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART. FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN a,we of 3 PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & - GEOTHERMAL ENERGY CO., INC. All RIGHTS RESERVED. Sharp 70 Watt Triangular Arra of (12) SHARP 140 Watt Modules - Sharp 140 Watt Y ND=070ERU / ND=070ELU ND-N❑ECU ' SHARP 140 open Circuit Voltage Voc = 24.85 -Volts Maximum. -,Po weer 70 Watts, Maxi.mum Power 140 Watts SHARP ,140 Maximum . Power Voltage. / Vmp 19.95 Volts- Maximum Power Voltage 9.98'volts. -Maximum Power Voltage•19,95 volts Short, Circuit Current= 7.81 AMPs -:. Maximum Power Maximum Power :Current= 7.02 AMPS O r _ _ Maximum Power Current 7.02 amps' Current 7.02- amps Cutler Harmer - Array Total Open Circuit _Voltage = 298.2 Volts < Non Lockable ❑pen Circuit .Voltage 12.43 volts Open'Circuit Voltage 24.85 volts 3R 2-pote 30AMP- 600Vott Array Total . Maxinurn Power Voltage =,239.4 Volts :. DH261URK Short Cuircuit Current 7.81 ` amps Short Cuircult Current 7.81 amps s 1-#10 ground PV'to Frame Bond ',1-#10 Ground bond ` ` (12) SHARP 140 Watt Modules. DC -- 2-410 RHV-2 - F Disc 2-#10 THHN Array Voc= 298.2 - volts I 'SMA Sunny Boy 25000 -SBD Arra Vri = 239.4 Volts Cutter Hammer T DC .input Voltage 250-600 VDC • y y p. - Non-Fusable Lockable I • • 3R 2 -pole 30AMP 600vott - Peak• Power Tracking 234-550 VDC r DH261URK Minimum DC Input Voltage •207-256' VDC .1-#10 ground PV to Frame Bond 1-11010Ground bond MQXirlurl AC Power ❑Ut ut 2500 Watts ~ (13)} SHARP 140 Watt Modules — DC I p (10) SHARP 70 Watt Modules 2-#10 RHV-2 Disc 2-#l0' THHN,.,... Peak Inverter Efficiency (CEC) 94% Array Voc'- 447.35 volts PV Start Voltage 300 VDC ' Y Array Vmlp= 359.15 volts - Maximum AC Current 10.4 -Amps. r._ Maximum DC Current 13 Amps K(10) Sharp Modules' `w _ `. ` (13) Sharp,.M6dules - j Sunny Boy" - Sunny Boy `' w - ' ` S,WR25000-SBD - SWRI8000-SBD SHARP 70 Watt Open Circuit Voltage / Voc = 12.43 Volts SHARP 140 Watt Open Circuit Voltage / Voc 24,85 Volts % 2,SkW 1.8kW -, - , " ,r SHARP 70 Watt Maximum Power Voltage 7 Vmp = 9.98 Volts SHARP 140 Maximum Power Voltage / Vmp =' 19.95. Volts Inverter Inverter Short Circuit Current= 7.81. AMPS Short Circuit Current= 7.81 AMPs 'Maximum Power Current= 7.02 AMPS - Maximum Power Current= 7.02 AMPS ' UL#E210376 UL#E210376• Array Total Open Circult Voltage = 124.3 volts Array Total EOpen Circuit Voltage = 323.05 Volts Array Total Maximum Power Voltage _ = 99.8 Volts,' Array Total Maximum Power Voltage = 259.35 Volts GF GFP c ` c Ia - Meter � I . O n ... Varningl Electrical Shock Hnzord Do Cu Au, Not Touch Terminals on Both Line - - �'` ' and Load Sides. May be'Energized PG&E ;' 2-# 8 cu THHN TWO Potip AC —EKUrlor unsy Disc = Br.ek..• Z, . . ,O F-. U. O J i \ A 410 � w _y °; z 3 � cc) Lm� 0 U Q Qj U E') W Qj NU > o O _dam 0'(Y) � L3 N 0 Sun Power, Geothermal Energy. 863 E. Francisco Blvd. "A" San Rafael, CA 94901 (415) 4594201 CA Lic. #759086 odng Type - 1 -#10 Ground bond -- ,. >� - e Line ftamm + Service Panet Cutler Hammer - jab Non-Fusnble Lockable ` Glaze-3.4kV - UT Notre House CuwumOnp System 3R 2 -pole 30AMP 240Volt + ' r DG221URB" /�i O(o$ 3foC� e rn `Y Den By, • "u 14 Nk*A ' PROPERTY -OF SUNPOWER `& GEOTHERMAL -ENERGY'`CO., INC. (415) 257-2 44 ry ' CONFIDENTIAL. THIS DRAWING, AND ANY DATA, DESCRIPTION. AND OTHER mew INFORMATION CONTAINED HERON ARE CONSIDERED AS PROPRIETARY AND THE 10/03/03 ` EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. AND IncSMALL NOT 8E PUBLISHED. REPRODUCED. COPIED. DISCLOSED. OR USED. IN, SC°� NTS �' WHOLE OR IN PART. FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & Sneaa GEOTHERMAL ENERGY CO.. INC. ALL RIGHTS RESERVED. 3'oF 3: 12 -yU 2u -/r, Arc p2XoQ� 1-blx/� I� ZXIlk -1 GP �d a%` gy, b _ -------- // 70 7ti as c4eM I c ;N 6i m �--� U in u w. c�_ - - Aunoo03 110 <� --- 0-9 lb MI�� coo I .- 3p r9'tC� i h c� _ _ ix - �� KL Tl� tog, � / .. ✓. ' I �''� aZ ,� W�, - `I�'I Z x /, 5 9 , off J l \ - N CpJ 04' a s � tel"►Y , _.� �-Oak Y� S' =1 &J)b I O s �+s , I