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Home My WebLink About047-500-019------- 47--:50"19 ()147,50 a() ROGER LEDE7RER j 4798 Songbird, Chico Ic go ContR: Serrao Const j 0 FPErmit#3738-88B,P,E,M(new ing�e family 0 047-500-01 y 04-1171 47-500-0 1 9 LEDERER, ROGER 8 So 4798 SONGBIRD, CHICO C C 7 ont: SUN POWER rINALED SOL L CT SOLAR ELECT/GRND MNTi 7. - all - t to i o Gi�-a n n -cd -14 i -n DN :4 I � !® O 8 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Cealifornij 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 44 -7 — TO — I 1 /11 h AA BUILDINGPERMITJ OWNER Rt)r—.e it-- eA e- r e- V-' TELEPHONE S_�1_50y 1� I 1�?F — OCC.1 BUILDING VALUATION 4' 0 'y 231EP OWNER'S MILING ADDRESS a�70E VL1oAtr6-_ t&,e_ 34 ;1-1, �(.v, ri 163, CONTRACTOR'S NAME 50-rf-a-0 0-ov%SP4 TELEPHONE - J k� o CONTRACTOR'S MAILING ADDRESS io!51- fOLA.'r 8 -c -f -es a, sqjt Fireplace 0 0 CONSTRUCTION LENDER X&X*,O 4-11, 7w S4- UNKNOWN i Total Valuation LENDER'S MAILING MbORESS Filing Fee 10.00 Permit Fee $ ARCHITECT OR ENGINEER 777'�E NO. Plan Checking Fee $ .12 Energy Plan Checking Fee $ q%do ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ a -t3= PLUMBING PERMIT FilingFee 10.00 Each Trap 1,41 2.00 ckSolar or heat pump water heater— —+20-00 LOT NO SUBDIVISION NAME J A7 I,. PARCEL MAP Water piping 5.00 ou Each qas water heater or vent 5.00 W 0 USE OF STRUCTURE SF DuplexF� MobilehomeF1 Other SPECIF, Gas piping system 1 - 5 outlets 5.00 00 Building sewer 5.00 00 MUDIle Home S I G I W1 ea! TYPE OF WORK AdditionEl RemodelEl UtIlitiesE:1 I stallationEl Other Describe work: 1; to �r 'Le- -4— .10.00 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 J J Main service 600V OR LESS 100 AMP OR LESS 10.00 /0, ou Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Busines and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) F-1 I am exempt under Sec.—, Business and Professions Code for this reason NEW CONST D ELLING 0 cU&J, OR ADDNS. AWCC BLDGS. 21/4sq 4 Ft. MUE NE W C ONST TI, _UTLU_ 1 NON -R ES.. BRANCH CIR A POWER AP ARAT (SINGLE OUTPLET CIR-9 2.50 ea Ex. OCCUP(OUTLETS OR FIXTURES 20050t BALO 30q! FIXED APPLNS. OR I E - x. Occup. OUTLETS (RESID.) EA.1 2.00 Temporary service -To ( e_ 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 — Permit Fee Contractor $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): F� The permit is for $100-00 (valuation) or less. 19 I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. F] I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code. you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 HeatinqM&I 14 30 00L 15-) 00 _,CX0 Cooling 41 'r * 1 ),-2 T. PL FO —.- Hood yllw^ 3.00 -3,0'� Ventilationv &-ti, Permit Fee Contractor certify that I have read this application and state that the above information 1 s correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County ot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte again st al I liabilities, judgments, costs, and expenses which may in any way a,ccrue against sai County in c nsequ ce of the granting of this permit. Date Signat. /of Applicant - Owner El Contractor Rr Agent An OSHA permit d* v%eavations over 5'0" deep and demolition or construct- ion of structures -Vr%or iskllp h a i g � t. Mobile Home Installation Fee $ Energy Inspection Fee 3 Q. 01' TOTAL PERMIT FEE/0/5-4134-P __ ,5-k$ I . zil cj0JZrP I ISC71FLIX00D 7 --I _I I V.I, U ; This permit is hereby Issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By- 9XPIRES Date- the applicable provi- resolutions to do fees have been paid. WORKS D a t e,/-- Receipt No. -7 0 12J #Mly WHITE-D.P.W.. YELLOW-ASSE330R. PIIfrJIN8PZCT0R. GOLDIENROD-APPLIC40 COUNTY OF BUTTE - DEPkRTME!t_4 AA �r�,_017 -OYBLIC WORKS BUILDING DIVISION 7 COUNTY CENTER DRIVE - OfAOVILLE,-Z�kLIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No., OWNER Vo!�,-tr LeAe_rt< A. P. N 0. 'Y-7- Off I 4 Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing andlorissuance: DATEjR'E"CE'UV"EQ" —APPROVED� I . � -1 1. All items.have been submitted . . . . . . . . . . . . Plot plans in duplicate./triplicate, signed by preparer of plans. :::��omplete plans in duplicateltriplicate, signed by preparer of plans. 4. Complete engineered plans -and calcs, with Wet signature on plans. _21A15. Plans with Energy Design Compliance Stat ement. . . * / 9 School District "Fees Paid" Stamp on Floor Plan. -Heated and AC Buildings. ,;_Vatement of Intent for Non 8 Fees of $ .. . . . . . . . . -L-A-1 9— Le teF,of signature authorizat' �o n. I I . . . . . _-a A A ' .A - . /�) anitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking:— __12. Certifi ate of Workmen's Compensation Insurance . . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to own—er.El, mail to owner El __15. Improvements may be required . . . ..... . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . . . Pre-Inspec. request to Pre -Inspection for Required- Building In s pector -(Dote) P /— 0-- A;>Recorded copy of Agricultural Acknowledgment Statement. �riveway Permit. -20. Plot plan approval from city of .21. Engineered trusses in duplicate (required prior to plan check).— _)(`2� CUA..rEES RECEIPT ou iftrthZe*permit,�,�,rocess as follows: —Mail to owner, Meill, to contractor. Telephone and hold for pickup at—off ice, —Del iver w/ i nspector. Other ZIJA 'Lie Applicant =34or-=- ate Copy of plans sent Health Dep t., ___ZFire Dept., — Other— Date The fol lowing data must be submitted prAior lo pe�Mit ;# Wn. ircle new item not checked above). 1. Index permit for above items No. T -A —/.P- 2. Additional items required: jognt:ra�cto designer, owner, was advised of above required data by_&-_-`phone__rna1 I —counter by`"�,ate designe as advised of above required data by —phone _rna I I _�_counter byf date k_ Plans checked by Date Plans approved'by nn t (V -Sets of plans on hold in L . I Copy—DPW File cabinet _AP folder TO Building Department FROM: Environmental Health SUBJECT: -Sanitation Clearance t owner cation AP# Plan Approved f or: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.K..for: Water Supply Clearance for bedroom m.aba4e home. other NOTE Sanitarian Date TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance tY 7 9 owner lo7ation 7- �-O AP # Driveway permit has been issued for the above property. iO4A�M si date ,eature 40 37A Irw RESIDENTIAL . PLA NCHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D5 W_ <arage door or porch header sizes. %wo"A'dequate bracing. -1-&�.iving area over garage - complete !-hour separation required on garage side including supporting walls. and posto'-, etc. --i!t---Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). W-�`Attic access and ventilation (Sec. 3205). 14-'�U_n_derfloor access and ventilation (Sec. 2516). -L4---Wood stoves, clearances, alcoves & 1 -hour shafts. 145--'--C-ombustion air for fuel burning appliances. -?T.—N-oise requirements on duplexes. -1-77—Adobe soils - special foundation design. __L&--R'etaining walls requiring design. cg�k� nusual shape, size or split level house requiring lateral design. -".%.P- MPM 000 Or_WW-W_ ___ - - nt--i- ff A;wAOO ftA#1,460' j,� p7-tr Nonic,#.o ce^mwc7&L_ AA_ / 2,. — a. - s — RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) 7/85 Bldg. Permit # 3;P,3P4r OWNER A.P. # GENERAL eoZoning requirements: (sideyards Valuation. jeo�Plans signed by designer. Aot,00.2tergy Design and Compliance. ;oO*'OExisting violations on property. and number of permitted iiving units). PLOT PLAN *000�Cpmplete parcel size and dimensions. S��'tbacks, sideyards, easements, etc. 3. ther buildings or structures. Grading, fills, drainage. AJD-=ood hazard. fol Special conditions on creation map or compliance document. FLOOR PLAN <,.Complete to scale plan 'with dimensions. afl, Required windows for light and ventilation (Sec. 1205). ;;-**,Required windows for second exit (Sec. 1204). —*--Skylights (Chapter 34 & Sec. 5207). :5�R'uman impact glass (Sec. 5406). equired room sizes, ceiling heights (Sec. 1207). :5:�-G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). L ight fixtures, switches, receptacles, and exterior receptacles for ,jaechanical equipment. maintenance of goe" Locations of water heater, heating and cooling equipment, other electrical or gas ,.gq�wipment, and plumbing fixtures. arage firewall, door size, and closer (Sec. 503(d)(3)). I - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS Gnt�)Ioundation plan complete enoughito construct building. 2----'Rloor construction details complete enoughito construct building. ;:�Elevations and wall construction details complete enough to construct building. 4:22;�Roof construction details complete enough to construct building. 4afR04-Fireplace construction details and calcs if necessary. J.. --Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR 4-.--'E—x—lposure I plywood on exposed locations and overhangs. Z. -O airway details: landings, rise and run, head clearance, handrails (Sec. 3306). A-`��uardrail details (Sec. 1711 & 3306(j)). 40.00 ick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). 7 Rafter ties or bearing ridge beam. z BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Formlp(;r -Bbilding) A.P._Numberq'7-50- Building Department No. School District C�V-' C�o City = County [t Jurisdiction Property Owner _J 0-r -7 Project Location/Address W., Subdivision '0 A - Lot Number / ? Residential Development: Sq. Footage�160 # of Living MHI Addition (Group RT Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) Building D6partmentf Representative Datb District Id No. � 9403 0 y C� *' C-4 -) Ukl L C'� School District certifies that Ch4 ro / L BCA r r- 3Y3 _/// -� (Applicant Name) (Phone Number) J') �o �3 0. cl- W "_"U (Street Address) (City) (State)\;, (Zip Code) has complied with the requirements of Resolution No. by the payment of $ J -3C) 9. S_ C) representing'_c)-_L.J�.square feet. m' 1(f hobl) District Represeffitatoe /Dat6 PAID,BY CHECK NO. e��Q BANK NO- -PAID BY*CASH A) REMARKS:* white -applicant, yellow -building department, pink -school district SCHOOL.FEE (5/88) eHt NEW VALUE FRONTIER 0-0, 1P o CC I(YOCERE] KC1 67G HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE LISTED MODEL KC167G HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES R 13 , CAL Kyocera's advanced cell processing technology and automated production facilities produce a,highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is 15% These cells are encapsulated between a tempered glass cover and an EVA pottant with back sheet to provide maximum protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KC167G is ideal for grid tie system applications. *Residential roof top systems *Water Pumping systems 0 Large commercial grid tie systems 0 High Voltage stand alone systems QUALIFICATIONS U Ll 703 certified. PERFORMANCE WARRANTY 25 year� limited warranty on power output SPECIFICATIONS F_ CoUNTY 0 Electrical Specifications 0 Physical Specifivitivonmr, DIVI MODEL KC167G Maximum Power 167Watts Maximum Power Voltage 23.2 Volts Maximum Power Current 7.2OAmps Open Circuit Voltage 28.9Volts Short -Circuit Current 8.00Amps Length 1290mm (50.8in.) Width 990mm (39.Oin.) Depth 36mm (1.4in.) Weight 16.Okg (35.3lbs.) 0 Thermal parameters Nominal Operating Cell Temperature 47*C Isc Current temperature coefficient (Arc) (8.60XJO-3)A/*C Voc Voltage temperature coefficient (VrC) (-1.12X10-1)V/*C Note: The electrical specifications are under test conditions of Irradiance of 1 kW/M2, Spectrum of 1.5 air mass and cell temperature of 25*C Kyocera reserves the right to modify these specifications without notice 99U (J9.Uin. pROVE X -Power output of the module after 25 years will not be less than 80% of the minimum power specified in the data sheet. HEALTF c,i i7, 6 X -Power output of the module after 25 years will not be less than 80% of the minimum power specified in the data sheet. HEALTF ELECTRICAL CHARACTERISTICS Current -Voltage characteristics of Photovoltaic Module KC1 67G at various cell temperatures 10 IRRADIANCE: AM1.5, lkW/ml 8 775*C ;�5 �C25*C 6 4 2 01 1 0 10 20 30 Voltage (V) Current -Voltage characteristics of Photovoltaic Module KC1 67G at various irradiance levels 10 CELL TEMP. 25'C 8 100OW/m, 80OW/ml 6- 600W/ ml 0 4- 40OW/ m 2 20OW/ rn' 0 10 20 30 Voltage (V) QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules exceed government specifications for the following tests. *Thermal cycling test * Mechanical, wind and twist loading test *Thermal shock test 0 Salt mist test *Thermal/ Freezing and high humidity cycling test 9 Light and water -exposure test 0 Electrical isolation test 0 Field exposure test 0 Hail impact test Please contact our office to obtain details without hesitation. 19 I(YOCER KYOCERA Corporation 0 KYOCERA HEAD OFFICE SOLAR ENERGY DIVISION 6 Ta eda Tobadono-cho Fush i-ku, Kyoto 612-8501 Japan Phone: (8 1)75-604-3476 Telefax:(81)75-604-3475 http://www.kyocera.co.jp e KYOCERA FINECERAMICS GmbH Fritz Muller Stra0e 107, D-73730 Esslingen, F.R.G. Phone: (49)711 -9393417 Telefax:(49)711-9393450, 0 KYOCERA ASIA PACIFIC F.TE_t�LTD...-_. 298 Tiong Bahru Road, #13-03/04/05 Central Plaza, Singapore 168730 Phone: (65)271-050OTelefax:(65)? 1-0600-- KYOCERA ASIA PACIFIC LTD. Room 803, Tower 1 South Seas Centre, 75 Mppy,Rpaq, Tsi mshatsu I East, Kowloon Hong Kong Phone: (852)2-7237183 Telefax:(852)2-7244501 0 KYOCERA ASIA PACIFIC LTD., TAIPEI BRANCH Suite 501, Asia Enterprise Center, No.142-144, Sec. 3, Min Chuan E.Road Taipei, Taiwan Phone: (886)2-2718-3595 Telefax:(886)2-2718-3587 0 Kyocera Solar, Inc. 7812 East Acoma Drive Scottsdale, AZ 85260 Phone: (480)948-8003 or (800)223-9580 Telefax:(480)483-6431 * Kyocera Solar Pty, Ltd. Cnr Forbes St & Riverside Drive West End, OLD, 4102 Australia Phone: (61)7-3844-6686 Telefax:(61)7-3844-8569 0 Kyoc era Solar do Brazil Ltda. R.Mauricio da Costa Faria, 85 Recreio dos Bandeirantes-Rio de Janeiro Cep:22.790-280 Phone: (55)21-2437-8525 Telefax:(55)21-2437-2338 The contents of this catalog are subject to change without prior notice for further improvement. . LIE/1011-0311MAGY-02 (Recycled Paper) , r ffAY VA V Sunny Bay 25COU . ....... . 'J'j M The. leading grid -tied photovoltaic inverters in Europe and America F317-43 bis!OeRdl 4rgrld n te r4 Ptitye U fuco. r gri i teracti IL v r rs in r �ih _ ye teers - a COM re ensi Ru e S i SS S S n a Xce honal lag -III an ene Ca t re rati Eas i S e;P i t mmouny ig s Kff�p Lefiensivel rc-ommuniFa-fi ns an a CID lection 0 Ons FrArN-1 14" 1 too OIL 11j Shown with optional display 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 in5talled worldwide. Having achieved the highest reliabil'ty of n PV inverter, Sunny, Boy gained immediate acceptance in the US and Canadian mc:rkets.0je,7oM1 fgcw 0 1 Ve man engineering, and I r exceptional real-world efficie xw-' hN yQ�%4115� QUPA for American solar designers. These professionals know that1?uRnP8PVc5 aitied inverter that they con recommend without reservation and install with confidence. Specifications Inverter Technology Real sine -wave, current source, high frequency PWM AC Input Voltage 211-264 (240 V AC) or 183-229 (208 V AC) AC Input Frequency 59.3-60-60.6 (60 Hz), 50 Hz also DC Input Voltage 250-600 V DC Peak Power Tracking Voltage 234-550 V DC (at 240 V AC) Minimum DC Input Voltage 207-256 V dependent on available line voltage Maximum AC Power Output 2500 W (240 V AQ 2200 W (208 V AC) Current THD Less than 4% Power Factor Unity Peak Inverter Efficiency 93%-94.4% Cooling Convection cooling (no [on) PV Start Voltage 300 Vdc Maximum AC Cu rrent 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 21 A D mm Weight 32 kg Certifications United States: UL 1741, E210376, UL 1998, IEEE 519, IEEE 929 ANSI C62.Al C1 & C3, FCC part 15 A&B International: DIN EN50082 Part 1, 61000-32, 50081, 5001 A, 600055 Part 2, 55011 Group I Class B, 50178, 60146 Part 1 - 1 DISTRIBUTEDIBY LMS I HIUU I ION PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency is the result of SMA's monufoc- turing philosophy that combines simple Jesign 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 capabili�y allows for extensive data acquisition from one or many inverters with no additional wiring. (Optional powerline modem required.) Other communico- tion options are available to sotis� almost any application. SN�A America , Inc., 20830 Red Dog Road, Grass Valley, CA 95945 Phone 530-273-4895 - Fax 530-274-7271 wvvv�.SMA-AMERICA.corn - email: info@SMA-AMERICA.com SNkA Regelsysteme GmbH - Hannoverscke 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 F the Successful Photovoltaic Future Awl REMAN . I CHANNEL SELECTION CHART for Channels, Materials and Hole Patterns 13 -UM& Channel 116 Channel Diniensions -lit %I i(Ill) 2 ........... T Nlaterial & Thickness Stainless Steel Sil 6-0 5- $lots oil Channel S 'Siols Hole Pattern 1117/8 1-11 . - - '� diameter 1 -.'0 6 diarneier T* P B24 TH SS4 B26 K06 SS6 Steel Al u ni. 2 Til PC 304. 3 2- crillm '171 Ype 316 " 42�' B52 tliunieter holes on l'Is" centers knoclinuts Bli B56 .5) 1 B62 1 B72 E7016 APPROVED_ 'Z B12 27/!6" (61-1) 15/9" (41.3) 12 Ga. .105 -- 12, 12, B22 15/8- (41.3) 15/8" - (41-3) 12 Ga. .105 12 Ga. 1 27G 12 GaL. 123 - _I JL 3 12.1 1 12 15/8" (41j) 15/9' (41-3) 14 Ga. .080 -7--r-7— 14 6Z- 1 4 14 Ga. JL 2.3 !1 JL JLZI 12. B26 1518" (41.3) 15/8- (41-3) 16 Ga. -- --�- B32 131e, (34.9) 15le' (41-3) 12 QL 12 Ga. B42 1 (25.4) 15/g" (4— 13)] 12 Ga. 12 Ga. ]a B52 rB-5-44 '3/16" (22-6) 15/9--- (41-3) 11 Ga. 12 Ga. 13/16" (20.6) 15/8" (41-3) 14 Ga. 14 Ga. 14 Ga. 12,3 4 1 12 3.4 12 B56 13/16" (20.6). 1518" (41.3) 16 Ga. B62 13/16" — (20.6) 13/16" (20.6) M8-6;� FiE— !!L3� (10-3) 13/16" (20.6) 18 Ga. 3/4" _ (19.o)., 51s- 1 (15.9) �1 6 Ga. .�vv-uvu na3 ocen prepared to provide a reference for available channel, materials and hole paftems. Material types available for various hole patterns are defined by numbers IL thru. -4. Some stainless steel channels with hole panems'arc available on special order only. *Metric equivalent for thicknesses shown in chart. - Steel 12 Ga. = 2.6 min 18 Ga. = Lj mm Aluminum 14 Ga. = 1.9 nun .105 = 2.6 nun Type 304 Stainless Steel 16 Ga. = 1.5 nun .080 = 2.0 min Type 316 Stainless Steel Properties may vary due to commercial tolerances of the material Ref�rence page 14 for general fitting and standard finish specifications. a z tz 46 i Mono 0.0 W iz PC 15 Channel Part Numbering Example: 2 ........... T annelType Hole Patterns Materiali(Finish Length Bll SH GRN 120 B12 S . GALV 140' B22 H178 HDG B24 TH SS4 B26 K06 SS6 B32 AL B42 B52 BUTTE COUNT B54 B56 BUILDING DIVISI B62 B72 E7016 APPROVED_ Ref�rence page 14 for general fitting and standard finish specifications. a z tz 46 i Mono 0.0 W iz PC 15 4 e Z X U 03 B22 CHANNEL B22 -T'hickness: 12 Gauge (2.6 mm) :Standard lengths: 10'(3.05 m) & 20'(6.09 m) Standard finishes: Plain, Dura -Green, Pre -Galvanized, Hot -Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum -Weight: 1.90 LbsJFL (2.83 kg/m) - 91 SECTION PROPERTIES -As 0 T B22 1.910 (2.94) .562 (3.62) .1 912 (7.p6) B22A 3.820 I (5.69) 1 1.124 1 (715) 1( .9732 14.14941(172-67) . . (40-51) B22X 6.649 (9-89) 1.956 12.62) Calculations of -section properties we basW -a metal thidesses , Ef V %X a4 20 —1 3/g" 3/8" (413) (9-5) 8" (9-5) (22-2) 9/32- t y j (7. 1) 1518- x x (411) 13/16" (20.6) (3-49) .583 (1.48) 13 (9.9 (9-91) .931 (2-36) .4798 (ig.9 27-89)1 1.456 1 (3.70) 1 1.1023 (45.1 d by the AISI Cold-Forined Steel Design B -Un& .7252 (19.4) .29531((4.94)1 .031 Q.66) .5905 (9.69)1 .653.1 (1.66) 11027 19.701 .751 1 (1.91) y (413) Y] 31/4"- X A (82-5) y 13/16" (20.6) B22A Wt. 3.80 Lbs.&t. (5.65 kp,/m) BUTTE COUNTY jig BUILDING DIVIS ION APPROVED Reference page 14 for general fitting and standard finish specifications. a iz ro 0 -� C iz CA 40 POP B22 BEAM L OADING DA TA - U-NOW-wasam-MMMM B -Un& Bearn Span, In. �rnrn Channel St% le Uniform Lbs. r Load and - N Deflection In. Uniform '11240 Load Span 11360 @ Deflection Span 12 (305) B22 B22A 610* (11610) of min (.35) Lbs. 2610 N (11610) Lbs. 2610 -N (11610) (11610) 002 (-05) 2610* (11610) 2610* (11610) B22X 5790* 2575 .001 (.02) 5790* (25755) 5790* (25755) 18 (457) B22 B22A 2269 2610* (10093) .031 (39) 2269 (10093) 2269 (10093) (11610) . 007 (.18) 26100 (11610) 2610* (11610) B22X 5790* (25755) .003 (m) 5790* (25755) 5790* (25755) 24 (6w) B22 B22A 1702 2610* (7571) .056 (1.42) 1702 (7571) 1702 (7571) (11610) .017 (.43) 2610* (11610) 2610* (11610) B22X 5790* (25755) * 008 (10) 5790* (25755) 5790* (25755) 30 (762) B22 B22A 1361 2610* (6054) .087 (211) 1361 (6054) 1294 (5756) (11610) .033 (.84) 2610* (11610) 2610* (11610) - B22X 57900 -Ti-35 (25755) .017 --(.73) 5790* (25755) 57900 (25755) 36 (914) B22 B22A 2610* (5049) (11610) .126 .057 (3.20) (1.45) 1135 2610* (5049) (11610) 899 2610* (3"9) B22X 5790* (25755) -7172 .029 (.73) 5790* (25755) 5790* (11610) (25755) 42 (1067) B22 B22A 972 2610* (432-3) (11610) .091 (4-37) (2-31) 972 2610* (4323) (11610) 660 2610* (2936) B22X 5790* (25755) .046 (1.17) 5790* (25755) 5790* (11610) 57 48 (1219) 92-2 B22A 851 2405' (3785) .224 (5-69) 758 (3372) 505 F25 (2246) B22X 5790* (io6gs) 1 (25755) .125 (3.17) (1.73) 2405 5790* (10698) 2405 (10698) 54 (1371) B22 756 (3363) .068 184 (711) - 599 (25755) (2664), 5790* 3". (25755) (1775) B22A 2138 (9510) .158 (4.01) 2138 (9510) 2024 (9003) B22X 5790* (25755) .097 (2-46) 5790* (25755) 5790* (25755) 60 (1524) B22 B22A 681 1924 (3029) -351 -C8--91) 485 (2157) 323 (1437) B22X (8558) 25110) .195 .130 (4-95) (3-30) 1924 5645 (8558) (25110) 1640 5645 (7295) (25110) 66 (1676) B B22A 619 1749 (2753) A24 (10.77) 401 (1794) 267 (1187) B22X 5132 (7780) .236 (5-99) 1749 C7780) 1355 (6027) (22828) -(23-2-2)- .158 (4.01) 5132 (22828) 5132 (22828) 72 (1829) B22 B22A 567 1603 .505 (12.83) 337 (1499) 225 (1001) B22X 4704 (7130) .281 (7-14) 1603 (71-30) 1139 (5066) -- 524 (20924) .188 (4-77) _4704 (20924) 4704. (20924) 78 (1981) .B22 B22A 1480 (2331) (6583) .503 .330 (15.06) (838) 287 1455 (1276) (6472) 191 970 (849) (4315) -- B22X 4342 (19314) 120 (5-59) 4342 (19314) 4270 (18"4) 94 (2133) B22 B22A 486 1374 (2162) .687 (17A5) 248 (1103) - 165 (734) B22X 4032 (6112) 383 (9.73) 1255 (5592) 837 (3723) -- B22 454 (1793 .255 (6.48) 4032 (17935) 3682 (16378) 90 (2286) B22A 1283 (2019) (5707) .789 .440 (20-04) (1 u7) 216 1093 (961) (4862) 144 729 040) (3243) B22X 3763 (16738) 193 (7.44 3763 (16738) 3207 (14265) 96 (2438) B22 B22A 425 1202 (iggo) .898 (22.81) 190 (945) 126 (560). B22X- 3528 (5347) .500 (12.70) 961 (4275) 640 (2947) B-22 4-00 (15693)' .334 (8A8) 3528 (15693) 2819 (12539) 102 (2591) k2A 1132 (1779) (5035) 1.013 .565 '(25.73) (14.35) 168 851 (747) (3785) 112 567 (498) - B22X 3320 (14769) .377 1 (9_57) 3320 (147 . 68). 240 (2522) (inw) 108 (2743) B22 B22A 378 1069 (1681) 1.136. (28.85) 150 (667) 1 OOL (445) B22X 3136 (4755) .633 (16.08) 759 (3376) 506 (2251) B22 13949) A22 (10.72L 3136 (13949) 2227 (9906) 114 (2895) B22A 1013 (15?2) (4506) 1.266 .706 (32.15) (17.93) 134 681 (596) (3029) 90 454 (400) B22X 2971 13215) A71 11,96) 7 1999 (2019) (8892) .120 (3048) B22 B22A B22X 340 962 (1512) (4279) 1.403 .782' 653 " 16 (4 121 -45 C (538) Cj j ?4' 81 10 ry (360) (1824) 2822 (12553) .521 T13.23) -2 (12M5 804 (8024). u"fj'%A" psi ki IL WJ)Uq bracing (see page I I for birthcr explanation). Actual yield point of cold rolled steel is 4.2,000 psi. To determin Oload.cavacity at mid span, multiply unif6fin load by 0.5 and corresponding deflection by 0.8. *Failure determined by v�eld shear. VED Reference page 14 for general fitting and standard finish specifications. c Z. *9 g ?B52 CHANNEL & COMBINATIONS B52 'Thickness:. 12 Gauge (2.6 nun) *Standard lengths: 10'(3.05 m) & 20' (6.09 m) *Standard finishes: Plain, Dura -Green, Pre -Galvanized, Hot -Dipped Galvanized -Weight: 1.27 LbsJFt. (1.89 kgtm) a 8 SECTION PROPERTIES 15/g" 3/8" (41.3) 3/g (9.5)_F1 4 (9-5) -2) 9/32" c- 13/16" ly T # (7.1) (20.6) X x F--L7jy- .3366 13/16" (8-5) (20.6) B -Un& 'A (1.95) 386 1(2.4� -a B52 1.313 1 .03201 (1.33) 10673 1 (1 .10)] .2 (.73) 1.14041((5.U)l ln8 (7-93)1 .603 1 G �88 (1.53) B52A 2-627 (3-91) .773 (4.") 1 .1517 1969 (3-06) .443 .2809 11-69) .3457 (5.6-A 603 (631) 1 (1.13) 1 (1.53) Cak"ons of section properties are based on metal thicimesses as determtold by the AISI Cold -Formed Steel Design Manwl. 4 'A g lug av a 32 (411) y 13/16" .(20.6)7 (413) B52A Wt. 2.54 LbsRt. (3.78 kgtmy.:. 27/iC (413) 13116"-W (20.6) 15/8. (413) B52B3 Wt. 3.81. LbSJFL (5.67 kg/m) ... (413) B52B4--�'_ Wt. 5.08 -LbsJFt (7.56 kg1w) BUTTE COUNTY.' BUILDING DIVISION Itpference page 14 for general fitting and standarx! finish specifications. APPROVED B52BEAM& COLUMN LOADING DATA B -Lin& BEAM LOADING Z a --- — ...r— .. � r, � �Ww4ulv wbign siress 01 L-l'um PSI (1-12 Mft) in accordance with MFMA, with adequate lateral bracing (see -. "W page I I for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform OT load by 0-5 and corresponding deflection by 0.8. *Failure determined by weld shear. 1.0 COLUMN LOADING Unbraced Max. Column Loading K =.80 Channel LoadedZ. LoadedZi Max. Column Loading (Loaded C.G.), Height In. nim St% le C.G. Slot Face Lbs. N Lbs. K .65 Lbs. N K 1.0 Lbs. N* K 1.1 L'bs. Load Cis, Deflection B52 "117 1' 7(87B'"' (14065)- Beam In. Span mm Channel St%le Uniform Lbs. Load and Deflection In. 026 111m i. (.66) 1/240 Lbs. 1079 Span. N (47") 1/360 Lbs.' 1079 Span. 'N (47") 12 (305) B52 2755 N (4799) 7879. (35047). 6521 B52A 1270* 1 (5649) 1 .006 (_15) 1270* (5"9) 1270* (5"9) 24 (60) B52 539 (23M .106 (2.69) 506 (2251). 337 (14") 2152: (9572) B52A 1270* (5649) .052 (132) 270- (5649) 1270- (5649) 36 (914). B52 360 (1601) .240 (6.09) 225 (1001) 150 (667) 3178 (14136) B52A 1013 (45W) .141 (3-58) 1013 (4506) 719 (3198) 48 (1219) B52 270 (12ol) A27 (10.94) 126 (560) 84. (373) (1524) B52 B52A 759 (3376) 150 (635) 607 (2700) 404 (1797) 60 (1524) B52 216 (961) '.667 (16.94) 81 (360) 54 (240) (19301) 72 B52A' 608 (2704) 391 (9.93) 388 ( . 1726) 259 (1152) 72 (1829) B52 ISO (800) .960 (2438) 56 (249) 37 0") (44956). 4339 B52A 5% (n5l) .-%3 (14.W) 270 (1201) ISO (W) (3131) (2133) B52 154 (685) 1.307 (33-20) 41 (182) 28 (124) (�2 156) 2337 B52A 434 (im) .766 (19.45) 198 (881) 132 (587) 96 (2438) B52 135 (600) 1.707 (43-36) 32 (142) 21 (93) B52A 380 (1690) 1.001 (25.42) 152 (676) 101 (449) 108 (2743) B52 120 (534) 2.160 (54.80 25 (111) 17 (75) 11DR-A, B52A 338 (1503) 1.267 (32m) 120 (534) 80 (356) 120 (3048) B52 108 (480) 2.667 (67-74) 20 (99) 13 (5&) 394 (1752) B52A 304 (1352) 1.564 1 (39.72) F97 (431) 65 (289) Z a --- — ...r— .. � r, � �Ww4ulv wbign siress 01 L-l'um PSI (1-12 Mft) in accordance with MFMA, with adequate lateral bracing (see -. "W page I I for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform OT load by 0-5 and corresponding deflection by 0.8. *Failure determined by weld shear. 1.0 COLUMN LOADING r �Ilu ALNILY JaclOr, 1, = actual lcngtft and f = radius Of gyration. Merenc, page 14 for general fitting and standard finish specifications. 0 C6 01 -4.4'a 241-4 T I.. MW 4) .1 -If N x W OR IX 0 33 Unbraced Max. Column Loading K =.80 Channel LoadedZ. LoadedZi Max. Column Loading (Loaded C.G.), Height In. nim St% le C.G. Slot Face Lbs. N Lbs. K .65 Lbs. N K 1.0 Lbs. N* K 1.1 L'bs. 12 (3 B52 "117 1' 7(87B'"' (14065)- 8543 (38001) 8205 (36497) N 7989 . (35537) 1'1'162 B52A 19160 5228) 5290 (23531) 19425 (86407) 18777 (83524) 18363 (81682) 24 (609) B52 7519 (33446) 2755 (12255) 7879. (35047). 6521 (29007) 5397 (24007) B52A 17444 (77595) . 4955 (22041) 18144 (8o7og) 16412 (73004) 15275 (67946)- 36 (914) B52 5397 (24007) 2152: (9572) 6653. (29594) 3616 (16085) 2511 (11169) B52A 15275 (67946) 4496 (19999) 16547 (73605) 13376 (59499) 11243 48 (1219j B52 3178 (14136) 1560 (6939) 4785 (21285) 2034 (9047) 1412** (6281) B52A 12692 (56457) 3963 (17628) 14667 (65242) 9683 (43072) 6780 (30159) 60 (1524) B52 2034 pov) 1159 (5155) 3081 (13705) 1302** (5791) 904** (4021) B52A 9683 (43072) 3383 05M) 12516 (55674) 6248 (27792) 4339 (19301) 72 (1829)-. -B52 1412** (6281) 891 (3963) 2139 (9515.) 904** (4021) o. B52A 6780 (30154) 2799 (12450) 10094 (44956). 4339 (19301) 3013 (13402) 94 (2133)'. B52 1038*4 (4617) 704 (3131) 1572 (6 M) 664** (2953) B52A 4981 (�2 156) 2337 (10395)- 7 5 U356 . . 1 3188 (14181) 122140* (9"8) 96 (2438) B52 794** . (3532) 570 Q535)ffi 3 *v L53 5 6 jUP1 I Y B52A 38 14 (16965). 1973 j �719� j* , 9D f &4V _�441**R . " , A 8),� Q 4�, 1695** (7540) 108 B52 - 470 (2W)%,� f§ -OW I I 11bo) IJU-v 11DR-A, I - .(2743� 1. B52A 3013 (13402) 1684 (7491) 4 W(Do r 1339** (5956) 120 (3048) B52 - - 394 (1752) 7700 ' (3423)�.� 'w -I'- I-- B52A 12441** (10859) 1452 (6459) 3697 (i6445).' .15-62** (6948) r �Ilu ALNILY JaclOr, 1, = actual lcngtft and f = radius Of gyration. Merenc, page 14 for general fitting and standard finish specifications. 0 C6 01 -4.4'a 241-4 T I.. MW 4) .1 -If N x W OR IX 0 33 %.,,,jL.AL,z jLj- v L v A..dAd 1 v g-/ A " ax AAzxAv" r r ziAvAL.� .............................. .. ................ ................................. .. ................ P F I -OUT STRENGTH U. -.0 -With Safety Factor of 3 Maximum pullout strength for 1311 & B12 channels is limited to 1550 lbs. (6670 N). B UTTE COUNTY BUILDING DIVISION APPROVED Pull -Out Strength of Channel Nut I . 7eference page 74 for general. fitting and standard finish specifications. 51 J gzn A A so %---AAZ]U T -L TA.;fA4 I T 9-/ A ij IM Al-1111AV" rrz11xA..;1 ............ RESISTANCE TO SLIP -W idi Safety Factor of 3 .Maximmn 4 strength for 12 gauge chaunds is hmited to 1550 1b& (6670 N) ReAstance to Slip of Channel Nat a, I -ry BUTTE COUN I I BUILDING DIVISION APPROVED Zeference Me 44 for general fi" and standard fimsh specfficaftow. A 'NGULAR F ITTINGS Q 0 0 03.= 0k B147 -B152 B243 -B253 TWO HOLE OPEN ANGLE FOUR HOLE OPEN ANGLE -Standard finishes: ZN, GRN -Standard finishes: ZN, GRN 23/8v, Part No. A NN*t./C a PC (60.3) Lbs. k, B243 71/20 Jq0 FT //M, 1 116 (27.0) 31/4') wool u 1z Owl 03 r B154 413- TWO HOLE OPEN ANGLE U r,4 19 at -Standard finishes: ZN, GRN, SS4 !R -Wt-/C 58 Lbs. (26.3 kg) B245 221/20 6V B149 671/20 63 (28.6) 614 B81 671/20 B151 521/20 B253 821/20 B162 -B165 TWO ROLE OPEN ANGLE -Standard finishes: ZN, GRN V 68 11/16" (27.0) 11/16" (27.0) 25/16" (58.7) 11/16" (27.0) I I. VIZ 35/16" 10 11/16" (52.4) (27.0) B322 -B332 TWO HOLE OPEN SHORT ANGLE -Standard finishes: ZN, GRN B522 THREE HOLE 950 OPEN ANGLE FITTING -Standard finishes: ZN, GRN -Wt./C 54 Lbs. (24.5 kg) 17/8" (47. B L 50 40 35/8" (92.1) V Reference page 58 for general fitting and standard finish specifications. 15/81, (41.3) 311/16" (93.6) B488 TWO HOLE LEG CONNECTION -Standard finishes: ZN, GRN -WtJC 100 Lbs. (45.3 kg) 31/4*' (82.5) 6 Part No. A M t./C Lbs. k(y B322 71/20 35 (15.9) B324 221/20 3,00 C B326 371/20 B328 521120 B330 671/20 B332 821/2' B522 THREE HOLE 950 OPEN ANGLE FITTING -Standard finishes: ZN, GRN -Wt./C 54 Lbs. (24.5 kg) 17/8" (47. B L 50 40 35/8" (92.1) V Reference page 58 for general fitting and standard finish specifications. 15/81, (41.3) 311/16" (93.6) B488 TWO HOLE LEG CONNECTION -Standard finishes: ZN, GRN -WtJC 100 Lbs. (45.3 kg) 31/4*' (82.5) 6 671C (174.6) 9/i6" -x 29/16" sLoT (14.3) (65.1) 17/glo (47.6) B104SH THREE HOLE ADJUSTABLE CORNERANGLE -Standard fioi*es. ZN, GRN -WtJC 68 Lbs. (30.8 kg) 31/2" 13/32" 9W x 291iC sun (143) (65.1) B113 FOUR HOLE ADJUSTABLE CORNERANGLE -Standard finishes: ZN, GRN -WtJC 256 Lbs. (116.1 kg) 47/8" (123.8) 17/&" (47.6) 91W x 291W mot . (14-3) (65.1) . I B461 TWO HOLE ADJUSTABLE CORNERANGLE -Standard finishes: ZM, GRN WUC 87 Lbs..(39A kg) . 21/4" 31/2" ) (57.1) 1/2" (12.7) 9/16" x 29/16" SWT \lq 41/8" flnA 0% 1 (143) (65.1) B109S TWO HOLE TAPPED CORNERANGLE, -Standard finishes: ZN, GRN .Iwtjc 31 Lbs. (14.9 kg) 9/1 C x 11/2" SLOT (333) (143) (39.1) -,, 25/8" (66.7) 37/8" (98.4) B112 FOUR HOLE ADJUSTABLE CORNERANGLE -Standard finishes: ZN, GRN -Wt./C 180 Lbs. (81.6 kg) 9/16" X 11/27 SLOT -(2) (143) (38.1) 31/2" (88-9) 4" (101.6) '-18 TAPPED 17/g" (47.6) 15/8" (413) (1683) U as P4 C, 33/4" (95.2) f 0.2!x W 9521 1 r. 09 TWO HOLE BUS DUCT ANGLE Standard finishes: ZN, GRN -WtJC 37 Lbs. (16.8 kg) w;E 1/2" (50.9) 17/8" (47.6) a M ow V A 4 Reference page 58 for general fitting and standard finish specifications. 67 96 0 ANGLE FITTINGS Mlne:l B496 13496-1. B371-2 TWO HOLE AMSTABLE . TWO HOLE ADJUSTABLE THREE HOLE ADJUSTABLE S (5.0.2 CORNERANGLE CORNERANGLE CORNERANGLE -Standard finishes: ZN, GRN -Standard finishes:2N, GRN, HDG -Standard finishes: ZN, GRN -Wt./C 85 Vos. (38.5 kg) -WtJC 58'lbs. (26.3 W -Wt./C 61 Lbs. (27.6 kg) .123/8. (60-3) I T 3'' 2 /8" (60.3) os .0 671C (174.6) 9/i6" -x 29/16" sLoT (14.3) (65.1) 17/glo (47.6) B104SH THREE HOLE ADJUSTABLE CORNERANGLE -Standard fioi*es. ZN, GRN -WtJC 68 Lbs. (30.8 kg) 31/2" 13/32" 9W x 291iC sun (143) (65.1) B113 FOUR HOLE ADJUSTABLE CORNERANGLE -Standard finishes: ZN, GRN -WtJC 256 Lbs. (116.1 kg) 47/8" (123.8) 17/&" (47.6) 91W x 291W mot . (14-3) (65.1) . I B461 TWO HOLE ADJUSTABLE CORNERANGLE -Standard finishes: ZM, GRN WUC 87 Lbs..(39A kg) . 21/4" 31/2" ) (57.1) 1/2" (12.7) 9/16" x 29/16" SWT \lq 41/8" flnA 0% 1 (143) (65.1) B109S TWO HOLE TAPPED CORNERANGLE, -Standard finishes: ZN, GRN .Iwtjc 31 Lbs. (14.9 kg) 9/1 C x 11/2" SLOT (333) (143) (39.1) -,, 25/8" (66.7) 37/8" (98.4) B112 FOUR HOLE ADJUSTABLE CORNERANGLE -Standard finishes: ZN, GRN -Wt./C 180 Lbs. (81.6 kg) 9/16" X 11/27 SLOT -(2) (143) (38.1) 31/2" (88-9) 4" (101.6) '-18 TAPPED 17/g" (47.6) 15/8" (413) (1683) U as P4 C, 33/4" (95.2) f 0.2!x W 9521 1 r. 09 TWO HOLE BUS DUCT ANGLE Standard finishes: ZN, GRN -WtJC 37 Lbs. (16.8 kg) w;E 1/2" (50.9) 17/8" (47.6) a M ow V A 4 Reference page 58 for general fitting and standard finish specifications. 67 BY......... DATE ... SUBJECT ..................................... . ................................................................... SHEETNO . .... ............. OF.- ............... CHKD. BY.1=4--77-DATE ...... ...................................... ............ JOB NO......4?945 ....... .............. ........................ F ................. I ................. c . .................. . ....................... . . ................................................ ..... es:,649 (1,ovc ................. F L. T ENGINEERING 57.90 CLARK RD. PAR..,kDlSF-. CA 95969 ? (9M 872-0254 COD -6—' — 1'796 zwogd, "AvIlve--o . —'> zo psr- TZ too c-. lua -Z, Z,* OF 15 2 ogo A � 0, -e, x 0, o 1?0 X. I /(, �-- 0, 6 v A,, 0, & z 5 , -- / evzl C /06 L�, A 40/-:!� le5 a rfl CAILT� � -- �//o e M C, a -ry Al) 7- T Y APPROVED A.10, 2: December 20, 1988 COUNTY OF BUTTE Department of Building #7 County Center Drive Oroville, California 95965 RE: JIM SERRAO Lot'19, Quail Run Subdivision Flood Plain Job No. 88-157 ATTN im- G-1 ande r s Dear Jim: BACHMAN -7 I-,ct �' ASSOCIATES At the request of Jim Serra,o, I made a topographical survey of the subject Lot 19, and Rock Creek, adjacent thereto. Based on the survey, it is my opinion that if the finish floor of the proposed house is three (3) feet above the top of curb at the southeast corner of the property, it will not be affected by the 100 Year Rock Creek Flood Plain. If I can answer any further questions with regard to this matter, please let me know. Very truly yours, 06-L C. W. BACHMAN CWB: jb e' ENGINEERING- - SURVEYING - PLANNING - DESIGNING 3012 The Esplanade, C.hico, California 95926 Telephone: (916) 342-4136 Retuffi to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEXELOPMENT Section 26-8.1 of the Butte County- Co�de_-' % 'D requires this acknowledgement be recorded prior to issuance of a building permit. The property describe -d herein is adjacent. E39-000404 Rec Fee S.00 to land or included within an area zoned Cash 5.00 for agricultural purposes, and residents Recorded of this property may be subject to incon- official Records L,7v-& veniences or discomfort arising from the -Jim County of use of agricultural chemicals, including, Butte but not limited to herbicides, pesticides, Candace J. Grubbs and fertilizers; and from the pursutt Recorder of agricultural operations including',- 12: 18pm 5 . -Jan-89 BG 1 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionallv generate dust sm-k- 9 0 no se, and odor. butte Uounty has eSLk11)1Js11(!d ;igr-ii-111 Lural zones which have as a priority use f6r productive agricul.LU'ral Purposes, mid resid(-til within said zones and on adjacent propert�,_ should be prepared to accept SUCh if1CM1Vc11i(,11(-(- or disconform from normal, necessary farm operations' - All that real property situate in the County of Butte, State of California, descril)ed ;is f ol lows: to f ccf si- 76 A4 Apotj^#�p4e Y. 4c roo, /6--%A w�d A" AOCW*Aes%+ di.0 a le AST? P43 Ir A P. NOTES RESIDENTIAL PERMIT NO. 047-500-019 V 1 ;4--1-171 LEDERER,ROGER 4798 SONGBIRD, CHICO Cont: SUN POWER SOLAR ELECT/GRNDMNT- __ 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ,�._JOB FINALED (Date) Signature CHECKED BY q = OK 0 = Not OK - = NoPApplicable . = Not Ready -MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Req uirements-Setbacks- Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test- Fall -C/0-Concrete 4. Water; Location -Test- Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L -ft. / P Nat. or/ P' L "ft./ PLPG 7. Well Clearance & Disconnect 8. Utilitv Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line , 3. Gas; MH Test- Demand -Valve -Con nector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Vs 6. Water; MH Test- Regu lator-Connector 2. Footings; Soils -Size- Depth-Spaci ng -Con nectors-Steel 7. Water and Sewer Connected -C/0 to Grade -HD Approval 4. 8. Gas and Electricity Tagged Alum. Awn.; Col um ns -Con nections-SpI ice- Decal -Enclosures 6. 9. Tie Downs -Type -Installation Cert. Electric 8. 10. Exits; Insp.-Sketch 9. Siding; Nail i ng -Veneer-Stucco-M esh 11. Cert. of Occupancy 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 PERMANENT END SYSTEM (ONLY) 1 . Zoning Req uirements-Setbacks- Easements 2. Footings; Size -Spacing- Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Vs 1 . Zoning Req uirements-Setbacks- Easements 2. Footings; Soils -Size- Depth-Spaci ng -Con nectors-Steel 3. Decks, Girders and/or Joists- Decking- Bracing -Stairs- Rai Is 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg -Bracing 5. Alum. Awn.; Col um ns -Con nections-SpI ice- Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nail i ng -Veneer-Stucco-M esh 10. Roof; Shthg-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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining � i - . . . 4. Elec.; Receptacles and Lighting, Distance-GFI' -5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosu res- Panelboards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 = OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UINI�EFLOOR (Plans) OK except #'s *0"Z22 i ng -Setbacks- Easements- Flood -Slope 260017tg., Main; Soils-Elec. Grnd.!3n" Ftg. Depth 3. Ftg., Garage; Soils-Steel-EleE Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Sternwalls, Main; Steel- Blockouts-Wrapped 6. Sternwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors- Reg ulator-Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance- Material -Support- Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation - - / 41 Datel-5 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date IPL91�21NG (Permit) OK except #'s M -ter Htr.; Vent -Access -Combustion Air Baffle hYLX,ater Pipe; Test & Anchor -Nail Protection ,FW.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access VZest Tub & Shower, Second Floor -Tub Access T. Gas Pipe; Sixe & Anchors 48- Fire Sprinkler; Test Date 32. Service -Riser Conductors & Ground Main Disconnect Date Card B-1 Date Card B-1 Date Card B-1 Date EL TRICAL (Permit) OK except #'s Clothes Closet Light -Shower Light -Spa Light Kixture & Transformer Clearance -Ins. Protection 35. 0ec. Rec ptacles Spacing -Lights & Switches at Doors 50. Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. 8.* Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al 36. Insulated Neutral 0 Yes 0 No Date 32. Service -Riser Conductors & Ground Main Disconnect 47. 33. Equip. Clearances Panels-Motors-Mech. Equip. 48. 34. Clothes Closet Light -Shower Light -Spa Light 49. 35. Smoke Detector 50. Attic Access; Size & Romex Protection- Draft Stop -Ins. Baffles Date Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Card B-1 Date Card B-1 Date Garage Fire Protection Framing -RC Channel Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 59. Card B-1 Date Card B-1 Date 60. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Brace Interior/Exterior Wall Panels 41. Sills Proper Materials & Anchors Insulation -Walls -Ceilings 42. Walls Studs -Nailing Spacing & Braces- Plates -Sound Infiltration-Walls-Winclows 43. Bearing Walls over Girders & Floor Nailing Card B-1 Date Card B-1 44. Draft Stop in Walls (rat proof]i Card B-1 Date Card B-1 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection- Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One X -Check Garage 3rd Story, 2 Exits 55. Stairs; Width- H eadroom- Rise- Ru n- Landing- Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-UnderfIr. Access 59. Glazing Area -Glass Protection-Skyl ig hts- Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration-Walls-Winclows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor- Ducts- Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures &Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance- Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing- Land i ng -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-RR.V in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.Fl.)-Romex Protection 80. 1 nsulation-Foam- Looked in Attic 81. Guard Rails & Deck Construction- Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Insticl./Drive 0 Yes Q NoMalks 0 Yes 0 No/Planters U Yes Q No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical - Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP041171 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 04/26/2004 APN: 047-500-019-000 the Business and Professions Code, and my license Is in full f a d _19,rce n effect. License Clbss: 00 0 License Number*.17b_"kA_ Site Address: 4798 SONGBIRD CHI Date:4U&5F_contracIor: aN FOUR -1 'r�� Map Index: Description: SOLAR ELECTRIC SYSTEM GROUND OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 MOUNT Business and Professions Code: Any city or county which requires a permit to construct, alter. Improve, demolish, -or repair any structure, prior to Its Issuance, also requires the applicant for such permit to file a Owner: LEDERER ROGER J & CAROL BURR signed statement that he or she Is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 4798 SONGBIRD LN she is exempt therefrom and the basis for the alleged exemption. Any CHICO, CA violation of Section 7031.5 by any applicant for a permlt subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 95926 E3 1, 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 owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees. Applicant: SUN POWER & GEOTHERMAL ENERGY provided that such Improvements are not Intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of 863 EAST SAN FRANCISCO BLVD sale.). SUITE A 94901 0 1, as owner of the property, am exclusively contracting with 530-533-5988 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.). 0 [am Exempt under Article 3 of the Business and Professions Code Contractor: SUN POWER & GEOTHERMAL ENERGY Date: — Owner 863 EAST SAN FRANCISCO BLVD WORKERS* COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: SUITE A 94901 Q I have and will maintain a certificate of consent to self -insure for 530-533-5988 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for whIch this permit Is Issued. License #: 759086 1 have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Architect: Carrler:_STAT�_'FOND Engineer: I � 29961 Policy#:_ Ell I certify that in the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to Total Square Ft: 0 S. F. become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Valuation: $0.00 compensation provisiops of Sectign 3700 of the Labor Code. I shall forthwith y w I pose provisions, Census Code: Date: Applican: WARNING: Failure to secure work.rUsco'mpensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of 39 5374, +/2-4,/o4 $.3 -3 4. q compensation, damages as provided for In Section 3706 of the Labor code, Interest. and attorney's fees. CONSTRUCTION LENDING AGENCY This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the Resolutions to do work Indicated above :to hich fees have been paid. performance of the work for which this permit Is issued (Sec 3097 CIv.) BY f Date: �04 A49ON Name:— Inv— Address: PERMIT EXPIRES ON:. (Date) 0 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. 0 Notification In accordance with Section 19827.5 of California Health & Safety Code Is not applicable to the scheduled construction of this project. 0 Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It is unlawful to alter the substan f fiy th let form or docu o Butte County. I hereby C : authorize representatives of Butte County to enter upon the above mentioned property for Inspection rpo 10's mot�11(1)ue- Signature:c PrintName: Date: _44Y� 0 4 0 Owner 13 Contractor 0 Agent for Owner gent for Contractor V 9 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP,n,* 11-71 DATE: -44L31(�+ APN: 0+_7_ 10( -7ZONING: OWNER'9 LAST NAME: OW ER' IRST NAME: N PHONE: STREET ADDRES!4-,7qg gj,46 -6jr2D LAN5- FAX: CITY, ZIP: ckla qqj73 E-MAIL: SITE ADDRESS: * 4--7q8 ' m A 144NE5- LZ X V4 CITY, ZIP: . C (A. 1�qq-73 NEAREST CROSS STREET: 1<0%Q1 *ROAD TRACT/LOT A APPLICANT NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: E-MAIL: CONTRACTOR NAME: SON 76Weg-+ AMPML- ROW PHON;?6.5 5.Tg STREET ADDRESS: oL*3 P4444SCO &0. A FAJ�- '30. W3.594 CITY, ZIP: 2AWje:�:� G4. q4qof minniam. aurrd - . &aeo - 041� LICENSE NUMBER:- M90M 5 V LIC ARCHITECT/ENGINEER NAME: PHONE STREET ADDRESS: FAX: CITY. ZIP: LICENSE NUMBER: E -MAIL: - DESCRIPTION OR SCOPE OF WORK: c%,�-Ag- O�EXMC'ftM C-:3%VAO MOVW— El Structure Built without permits LI 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 fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes: Application Received by: Date: Receipt number: Amount Received: 3 is COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7,541 Fax (530)538-2140 14 . PERMIT APPLICATION DATA SHEET OWNE' LF_oERe_,2_ C147 - 5 e!;10 - ef> I --I R: ASSESSOR PARCEL NUMBER Proposed Building Use: C57 Pou,�j 0 114bLLrjT' IsOi-�A-' , Counter Technician: k" Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order t6 apply. 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans. . 2. Complete plan, 3 or 4 sets, signed by the preparer of the plans. 0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and. signed calculations. 0 4. Engineered truss details and layouts in duplicate. No faxes! 0 5. Letter from Engineer or Architect for truss design review. 0 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement 6f Intent for Non -heated and A/C for Non -Residential Buildings. 0 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fridprans, all in duplicate. D 9. Metal bldgs: (A) Metal Bldg Plans, (B) Frid plans and caics in triplicate, (C) Elevations in triplicate. (D) Floor plans in trificate. All of these must be stamped and wet -signed by the engineer. 0 �0. Flood Elevation Certificate, wet -stamped and signed, in duplicate 0. 11. Site plan and business license approval from the City of Biggs 0 12. Letter of intent for non-residential buildings 0 13. Detached Accessory Building Form filled out by the owner 0 14. Hazardous Material Form �O 15. Sanitation and site plan approval from the Environmental Health Department in 0 Chico 0 Oroville, as applicable. 0 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 0 17. Fire Sprinklers ............................................................................................ 0 18. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by-.. 0 19. Soils Report and/or Engineered Foundation required ........................................... 0 20. Erosion Control Plan Required ........................................................... ........ 0 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 0 22. City of Chico Plumbing permit ........................................................................ 0 23. California Department of Forestry plan approval 0 paid. Sent by: . ............. 0 24. Planning approval (A) Use: -(B)Parking: _(C) Parcel Check: 0 25. Contact Land Development about - Improvements, - Drainage ......................... 0 26. NPDES Form ............................................................. 0 27. Encroachment Permit for driveway from the Public Works Dept ............... : ........ 0 28. Pre -Inspection for ____ - -required ....... 0 29. Contractor's license information. (Number, Name Style, Classification) ................... 0 30. Worker's Compensation Carrier and Policy Number .......................................... 0 31. Owner -Builder Verification (_ Given to owner, -Mailed to owner) ..................... 0 32. Letter of Signature authorization ............................................................. I ....... 0 33. Recor ' ded copy of Agricultural Acknowledgment Statement .................................. El 34. Manufactured home utility clearance ............................................................... 0 -35. Existing violations and/or expired permits ......................................................... 0 36. Deed Restriction ......................................................................................... 0 37. 0 Grant Deed, 0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, 0 Check to H.C.D. $ 0 38. Other: 0 39. Other: When issued Telephone 3 '74n) - P :�:16 5, and hold for pickup. I have been jinfo me of the above items and requirements for obtaining a building permit. Applicant. t Date: It 1. Index permit application for he above�it numbered: Plan Check L4tter 2. Additional items requii Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by Date: Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail ' 0 counter by Date: Plans reviewed by: -Date: Plans approved by: j Date OWStructural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. USE ONLY plot Plan Artachad Roar Man Atuchad g S"'Xila S.D. TO: Bui-WingpOepartment FROM: Environmental Health SUBJECT: Sanitation Clearance V 7 Owner Loeation AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well.u-"" Clearance for AvveffittT. Other . c:5:& 22 Hold final for: Final clearance O.K. for: NOTE: Environme �, �t Health Specialikt 8/96 REQUE Location: Call B�DG. PLUIVIB/IVIEQI!�� M.H.I.M.H.U. PRE - INSPECTION Form Rough Rough Fnd/Ftg Frame/Underfloor Stucco Lath Stucco Brown Woodstove Brace Panel Top Out Gas PipingrTest Temp. Gas Sewer Piping Water Piping Temp. Service Main Service Underground Well Circuit Corrections Final Job Status Permit Renewal Verity Utilities Ex Mobile Site POOL Insulation Nailing Demo Corrections lSShoer P;an , r Corrections lq�L&l e s Gunite Bonding Light Niche Final Final Corrections Readyto 'r I I linspec Final . on Date: Comment: `I� • N P -CL, (11—=4 6 C>Al- -;Z-i2 -qo cc, -4. ry -90 0 C'j N PERMIT NO. 3738-88B,P,E,M PERMIT EXPIRES ROGER LEDERER Serrao Const CONTR. ASSESSOR PARCEL 47-50-19' LOCATION 4798 Songbird, Chico . zt, OFFIC =COP Address k GAS Date Meter By -ELECTRIC Meter By D, e 0' rT OFFICE COPY d dress �O9 G A MeiSer"By ba"fei; - W.V( t4 ELECTRIC Weter By Cte A ft,%W '14f 1W Tein p. Power Pole Called PG&E Temp. Elec.'�erv'lce Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) 0 Signature 'Z�'J t OK 0 - Not -OK - = Not Applicable = Not Ready MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Dale DECKS,COVERS,CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Req ui rements-Setbacks- Easements 1. Zoning Req ui rements-Setbacks- Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils-Size-Depth-Spacing-Connectors-SteeI 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists- Decki ng-Braci ng-Sta i rs- Rai Is 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beam s-Rf trs.-Con nec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. P'Nat. or/ /"L"ft./ P'LPG 5. Alum. Awn.; Col u m ns -Con necti ons-Spl ice- Decal- Enc I osu res 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nai I i ng -Veneer -Stucco- Mesh Card -B1 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -Bi Date Card -B1 Date -2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -B1 Date 3. Gas; MH Test- Demand -Valve -Con necto r 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test- Reg u lator-Con nector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/0 to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GF1 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip.-Fteater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-ins. to Main in Conduit Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date n 4 F L 'K -.0 1 = 'Noi Appricable *—Not Ready ' / RESIDENTIAL (Single and Duplex) Date UNdERFLOOR (Plans) OK_Axcept it's/ Date FRAfflMG (Cont "G (Cont nued) '17 ��ning-Setbacks;-Eag6ments-,F.1&60-Slo�,e 4p!.:�$al5ge rs- Post Caps -Anchors -Connectors 'VFtg., Main; Soils-Steel-Ele(. Fig. Depth 41W'CIng. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Ftg., Garage; Soils-Steel-/��" Ftg. Depth 41, FJfieplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Fig. Depth 4VAtti��_Access; Size & Romex Protection -Draft Stop -Ins. Baffles ��/temwalls, Main; Steel -Bloc kouts-Wrap ped 4$e19dLrm. Windows or Exiting Doors -Sill Hgt. & Dimensions eStemwalls, Garage; Steel- BI ockouts-Wrapped 56;6a -rage Fire Protection Framing 7. Stab; Steel-W�appecl --*II-.�y Line Firewall & Op enings 0' Piers- Fi reaWrce F!9. -_Steel A-Z.E -Doors-One T -Check Garage -3rd story, 2 exits (_i� D.W.V.; Fag44tf1ngsre_s]�-',2 way C/0 -Sewer Test 5eStors; Width -Headroom -Rise -Run -Landing -Fire Protection IQ_9Ae4qPe71_S#_ �_� I/ *"Plywood on Roof Overhang -Attic Vents- Raf ter�'Outri ggers WWater Pipe; Test-Anchors-Regulator-Ser%�A Test 55. Sig, -Nailing Veneer 12.,Pectric; Und rground x� qp,'gt ucco_ Mesh- Drip Screed -Fd. Vents-UnderfIr. Access W. P�enums & Ducts; Clearance-Material-Supprt-Ins. C_ 5_77.�Olpffig Area -Glass F%�tection-Skylights-Plastic lbt-"Girders-Sills-Anchor Bolts -Joists -Vents -Cripples 50,�*�alls; Nailing-Bolis,. 15. Insulation 5Gernsulation-Walls-Clg. 60. Infiltration-Walls-Wridws Card -Bi Date )WdqCard-Bl Date el Card -B1 DatQJSJeyCard-B1 Date Card -B1 fil Date S"- Z- Card -B1 /�� Date To I I ____ - __ Card -131 dz Date S_ -5- Card -B1 -19'7 Date -2 Date _ELUMBING (Permit) OK except #'s 422 1. 6 ater Ht. Vent -Access -Combustion Air -Baffle Date FINfirL (Plans) OK except #'s �,I�Water Pipe; Test & Anchors -Nail Protection EtKExt. Steps -Door & Sidelight Protecti on- Land i ngs klb2p.W�.V.; Test-Fttngs & Anchors -Nail Protection 6"woke Detector wer Pan; Test, First Floor -Tub Access 6WFurnace;,Vents-Clearance-Comb. Air-Connector- In _Qar,34e; Above Floor-Ducts-Mech. Protection 26r*TP pt Tub & Shower, 2nd Floor -Tub Access 2*1."'Gas Pipe; Size & Anchors 6�p.'�dpdom Exiting 1. & Bath Fixtures & Tub Access -Spa V (%tltp. ff,45t Trim & Subpanel; Breaker Sizes -Labels Is *s & Rai c, A Card -131 Date Card -131 Date Card -1311),4 Date �&-10"Xftard-131 Date 68erireplace qt"Stove; qle2Vces-Hearth oofiets at Wood Panel; Int. & Ext. Date ELgCTRICAL (Permit) OK except #'s 2Z Fixture & Transformer Clearance -Ins. Protection Old' K' . A & �ppliance; Grnd. -Air Gap -Cooking Clearance 221�.'Elec. Receptacles Spacing -Lights & Switches at Doors 7 c. OutXs & Receptacles at Kit. Counter .,Q4 Size Boxes & No. of Conductors -Stapled _10."A.9,"Duct qp-'Fire Door; Swing -Landing -Closer in Garage -Damper 25-.-�homex Installed Close to Edge of Studs & C.J. 26-Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water tr Htr - Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Flo . or-Mech. Protection 27�T Appliance Circuts in Kitchen & Conductor Size/G.F.I. TVIIPJJ�11., Elec. & Mech. Equip. Listed for Location 2A,`§ubfeed Wire Size ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 7&,"Ejac-Receptacies in Garage; (G.F.I.)-Romex Protec. 29"Grige Circ. ga. Cu or Al -Oven Circ. ga. Cu or Al. !9sulated Neutral Yes No 7VInVIation-Foam-Looked in Attic 0 Yes 7"uao Rails & Deck Construction- Post Caps "rvice-Riser Conductors & Ground -Main Disconnect 7k�n Cie, Vents & Crawl Hole Door -Drainage & Wood -Earth rance Looked under4loor 0 Yes 34'�quip. Clearances Panel s-Motors-Mech. Equip. 3�2'plothes Closet Light -Shower Light -Spa Light eef�ollowing instld.; Dr�e kff'?es 0 No; Walks -�WYes 0 No; PjAnte,4 0, Yes 1pr No 33' Smoke Detector //,�q aio"StI4�o; 1��n-Finish 4 Card -B1 Date Card -B1 Date _3k8t,��.C.96t; Di!Knnect, Electrical, Plumbing Card -B1 Date Card -B1 Date ts AboyeRoof; Plbg.-Appliance-Firepi.-Clearance to Zpe ni Date MEgMANICAL (Permit) OK except #'s lkmawf Well; Disconnect, Electrical, Plumbing 3A0`A. r ,. Ducts Insulation & Support (W ,�qerior Elec. Trim; G.F.I. Receptacle -Underground 3k!!ff,M Fan; Exhaust above insulation - 8il-QPritilatinn throughout House �oensate Drain & Overflow; Size & Grade 8V'gaass Protection AloPurnace-Vent; Access -Comb. Air -Return Air Vent -1 15 outlet Ufc=nanfirom Pre� ous Inpections /"38,./'httic Acces & Platform if Furnace in Attic p OP�eters taAed; Gas -Electric 9/7�P J -J 9 - er & Sewer Connected -C/O to Gracle-HID Approvah (Peolinergy Compliance Certificate -Other Certificates Card -B1 Date Card -B1 Da!2 10T Roofing Certificate Card -B1 Date Card -131 Date Card -131 0?.1 Card -131 C�w Date I Card -B 1 Date Datelq � lCa-rd-131 Date Date FRAJWNG (Plans) OK except #'s Proper Material & Anchors Card-Br/6-916 Card -131 Date _3*otills, 40)Walls Studs -Nailing, Spacing & Bracing—Plates-Sound Comments at Final: 9_Ze'aring walls over Girders & Floor Nailing 1:� �Dr Stop in Walls (rat proof) 4!!?,w4'Stdps; Furred Ceilings -Stairs -Chases -Tub Header A Ream -Size & Bearing . I (NOTE: An entry must be made each time you visit job site) W )wner ,ocation ENERGY INSTALLATION CERTIFICATE ildj,i�g �erpit # ;—) 3 DESCRIPTION OF INSULATION kLuur Material :�" So Thickness(inches) EXTERIOR WALL(— Material Thickness(inches) CEILING Batt or Blanket Type Thickness(inches) Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name ThermaI Resistance (R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name . Number of Bags_ Wt. per bag _ lb. .Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above buildina, a is consistent with approved building department plans and attachments and con- forms with requirements of Chapter 2-53 of State of California Energy Requirement]. FIRM R STATE CONTRACTOR'S LICENSE NO. A'J" "-�— E— I L, — 9, 0 SIGN,2�TURE OF INSTALLATION APPLICATOR . DATE I hereby certify the required features, devices, and equipment, ats shown on the approved Building Department plans and attachments have been installed and conform to the appli- ance standards and Chapter 2-53 of the State of California Energy .equirements. BUILDING CONTRACTOR/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. (FIRM NAME) SIGNATURE OF BUILDING CONTRACTOR/OWNER DATE HVAC FIRM NAME/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNIER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-�751 7 County Center Drive, Oroville — Phone: 538-7.541* 747 E I I i ott Road, P'arad i se — Phone: 872-6307 CORRECTION NOTICE 1-16WIRRA- OWN 373 9 - 1� PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this I matter, or need additional explanation, please contact this office immediately. P'r Iro "V"C- 100, C 0^,V/eV'1E�- 1�4?_ CC�tqq4eC Vrl C>IJ,( Ij OAJ<J:L Q-3 7-ff/q�-j h yro I-) ce> erid.. s. -5 ,OJ 1,4 SU Lv C e -A r) VCP 4 C> -3 '19 re IVA /kf 0 C 0-7-'5") 7-/-//a,v I-( 1'f Date Inspector COUNTY OF BUTTE OTT DEPARTMENT OF PUBLIC WORKS" 196 Memorial Way, Chico — Phone: 891-2751 7 County Cefiter Drive. Oroville — Phone: 538-7541 747 E I I iott Road, Parad i de — Phone: 872-.6307 CORRECTION. NOTICE C=?C� �er er- VNER --PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correct lonAK'work is completed. If you have any question pertaining to this matter, or_jq�Kd additional explanation, please contact this office immediately. I I -1A In 47 ttnn pe�l I., s4ell A, -,_,4q -Caslexgri Sle 4X ^Arc C11h.^ a+ 626e�- (A C, g Inspector Date— --own COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way. Chico — Phone: 89rl-2751 7 County Center Drive. Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTIONNOTICE I�OC4'& LP'0DZ6'?' 'j, OWNER PERMIT NO. 'V1 A routine Inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Ivor— tz 7 ---- Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7. Cou'nty Center Drive, Orovi Ile — Phone: 538-7541 747 E I I i ott Road,' Parad i se — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. Inspector - Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile � Phon(��538-7541 747 Elliott Road,, Paradise — Phone: 872-6307 CORRECTION NOTICE 2 73 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be,corr6cted. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. -In' r .1 X-C 4/. o pr 4-c> I tj \j V V 7--,-3 -6 A;O, (k— Inspector Da COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way. Chico — Phbne: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 77 Te - 9 ERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when Aorrection of work is completed. It you have any question pertaining to this r, or need additional explanation, please contact this office immediately. NIZap 4,0" Z— , e Inspector— Date— COUNTY OF BUTTE t ...... DEPARTMENT OF PUj3LIC WORKS 196 Memorial Way, Chico — Phone: 691-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE __�73 F- ge OWNER PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. s�' & 4 C rV V, gz G" rC3 V )L + A r ->:5--r I Ai - i Inspector � - -� 0 - W'T' Date— COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 4 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE /' e A 3 7 -� R- 9-&: OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. -!� - -2- - '? el Inspector . Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way. Chico — Phone: 891-2751 7 County Center Drive. Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE R., A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be* corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. rld Inspector Tlelop, COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico —.Phone: 891-2751 7 County Center Drive, Oroville — Pho;e: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER �eip_ ERMiT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explan ion, please contact this office immediately. 11 7,, A) A - 1-0- _t_ Inspector Date— �211�5hy 1. Ceiling insulation Single- Slab Floor Raised Floor Number of stories U -value R -value One Two Three R-0 -103 -49 -32 R-1 9 -8 -4 -2 R-30 -2 -1 .1 R-38 0 0 0 U -value 40 -90 -37 0.50 -176 -84 -54 0.30 -102 -49 -32 0.10 -26 -13 -&-�. 0.08 -18 -9 -6 O.C6 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 27 -52 -17 -9 2. Wall Insulation 6 13 26 Single- Single - -8 -1 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-1 1 0 0 0 R-1 3 2 2 1 R-19 8 6 4 U-vaJue 22 -37 -9 0.80 -153 -114 -76 0.50 -91 -68 -2 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 -14 10 0.00 24 18 12 8 12 17 3. Raised Floor Insulation -20 0 Insulation In Floor 9 13 17 Number of stories -17 R -value One Two Three R-0 1 -17 -8 .5 R-1 1 -3 -2 -1 R-1 9 0 0 0 R-30 3 1 1 U-vajue 6 9 12 0.60 . '444 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 -30 0.30 -69 -34 -22 0.20 -43 -21 A4 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 .6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace 1 1 Number of stories 1 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-1 1 -2 -2 .2 R-1 9 .1 -2 .2 4. Slab Edge Insulation -4 -3 -2 4umb�r_ol`Stories R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor -10 4' -0 -6 0.90 -4 -3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Inriltration (Air Leakage) Specification Pe - nts, Standard 0 6. Glass Heat Loss Total Single- Slab Floor Raised Floor Mass U -value %Glass North Percent South West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) Effective Percent Glass Wlt Stan X SC) (Perc Effective Single- Slab Floor Raised Floor Mass wall %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 .1 -1 .1 -1 2 0 .1 .2 -4 .2 0 na = not allowed 9 10 4.0 3 Shading (Shade Closed) 8 9 10 Effective Peg cc It GIssv 4.5 3 7 (Percent Stan X SQ 11 Effectim 5.0 4 7 9 11 %Gless Norih East South West Skylight 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 .50 -46 na 12 -8 .29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 .20 -27 -25 -65 8 -5 -17 -23 -21. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 .30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor Mass wall Stories Family mum stories Mass 1CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 .1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 ' 13 14 14 - 8.5 7 10 12 13 - 14 15 10. Exterior WaU Thermal Mass Extedor Single- Single- Unit Size (s 1200 wall Family Family mum 1700 Mass Detached AtWW Family 0.00 0 0 0 1 0.20 3 2 1 -4 lo 0.40 5 4 less -15 -5 0.60 8 6 .3 4 -714 0.80 10 8 5 8.5 1.00 13 10 7 -3 1.20 13 12 8 -2 1.40 12 13 9 -2 1.60 10 13 It. 0 0 1.80 10 12 12 4 2.00 10 11 13 10.5 7 6 .5 4 3 11. Heating System 11.0 10 9 7 6 SE or KSPF 3 12.0 15 (assumes ducts In attic) 9 7 5 Sum of 1-6 20 17 - 14 12 .25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 . +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 113 11 9 7 0.95 8.71 20 18 - 15 13 11 8 -5 Effective SE or HSPF -3 (SE or HSPF x duct effliciency) -2 7.0 Effective -25 or -24 to -14 to -4 to +6 to 16 or SE HSFF less 45 -6 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6,42 17 15 13 11 9 7 0.80 7.33 25 22 19. 16 13 10 0.90 8.25 32 28 24 20 1 7 13 1.00 9.17 37 32 28 24 19 1 5 Zonal Control Adjustment System Type 9 4 One Resistance 10 9 7 6 4 3 Other . 6 5 4 3 2 2 12. Cooling System . SCORE CARD. Unit Size (s 1200 Water SEER 1199 1200 1700 or 2700 (assurne; ducts In atdc) or 10 to Sum of 7-10 or Type Type less -25 or -24 to -14 to -4 lo +6 to 16 Or SEER less -15 -5 +5 +15 more 8.0 -714 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 �3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 .5 4 3 2 11.0 10 9 7 6 4 3 12.0 15 13 11 9 7 5 0 20 17 - 14 12 96 -1�0 _-12 -9 Effective SEER -6 IG None (SEER x duct effliciency) -3 -2 -2 Sum of 7-10 Solar Effecitive-25or -24to -141o, 410 +610 16 or SEER I= -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 .13, -9 6.0 -12 -11 -9 -7 -6 4 6.6 -5 -4 -4 -3 4 -2 7.0 0 0 0 O� '0 0 8.0 9 a 6 5 4 3 9.0 16 14 12 9 7. 5 10.0 22 19 16 13 10 ----7- 11.0 26 .23 19 15 12 -8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 0 Zonal Control Adjustment or Solar 10 8 7 6 4 3 HP No Cooling System Installed 5 3 Stories 2 WSB 9 4 One -5 -4 4 -3 -2 -2 Two + 3 3 2 2 2 1 Single-FarrAlly Detached and Attached Interior MasslCFA I TTPC 2 PASS r '. 1 (1.7-ulnc.4.21 % TYPE 1 VASS WINC & 4.2, ie: exposed slab) Icarpeted slab) 0% 5% joy. 15% 20% 2S% 30% 35% 40% 45% 50% 55% W% 6�w� 70% 75% W%. 85% 9D% 95% 100% 105% 1101/. 115% 120% 125' CY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 ZI 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10Y. 0.2 0.4 0.6 0.0 1 1.2 1.4 1.6 1.9 2.1' 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.0 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 U 2 7 2.9 3.1 3.3 31 17 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% O.S 0.7 0.9 1.1 1.4' 1.6 1.8 2 2.2 2.4 Z6 2.8 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 ' 2-4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 WY. 0.9 1.1 1.3 1.5 1.7 1.9 11 Z3 Z5 2.7 3 3.2 3,4 3.6 &S 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 Zt 2.3 2.5 2.7 Z9 3.1 3.3 3.5 3.8 4 4.2 4A 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 6.3 65% 1., 1 3 1.5 1.7 1.2 2.2 2A 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 64 70T. 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.0 5 5.2 5.4 5.6 58 6 6.2 75% 1.3 1.5 1.7 1.9 7-1 2.3 25 2.7 3 3.2 U 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 M 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3 . 1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.9 5 5.2 5 4 S.6 5.9 6.1 63 65 67 901/. 1.5 1.7 2 2.2 2.4 Z6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 2.7 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.6 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 2.1 2.3 2.5 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.6 3.7 3.9 4.1 4.3 4.5 4.7 4.9 S-1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 '6.6 6.8 7 7.2 i2o% 2 2.3 2.S 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 5 0 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD. Unit Size (s 1200 Water Measures 1199 1200 1700 or 2700 Heater Credit or 10 to to or Type Type less 1699 2199 2699 more SG None 0 0 0 - 0 0 or Solar .12 8 6 5 4 HP HWR 8 5 4 3 3 WSB 5 3 3 2 2 POU 8 5 4 3 3 SE None -37 -24 -18 -15 .12 Solar -1 -1 -1 0 0 HWR -18 -12 -9 -7 -6 WSB -25 -16 -12 -10 -8 POU -1�0 _-12 -9 -7 -6 IG None :5 -3 -2 -2 -2 Solar 7 5 4 3 2 POU 3 2 1 1 1 IE None -28 -19 -14 -11 -9 Solar 8 5 4 3 3 POU -10 -6 -5 -4 -3 Multi -Family (individual units) UM Size (SO Water 699 700 1200 1700 2200 Healer Credit or ID to to of Type Typr loss 1199 1699 2199 mom SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 WSB 9 4 3 2 2 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 Solar 2 1 1 0 0 HWR -23 -12 -8 -6 '-5 WSB -25 -13 -8 -6 -5 RQU -23 __z12 -8 -6 -5 IG None -8 -4 -3 -2 j .2 Solar 6 3 2 1 1 POU 0 0 IE None -1-0 -30 -15 -10 4' -0 -6 Solar 18 9 6 4 4 POU -8 -4 -3 -2 -2 Interior MasslCFA I TTPC 2 PASS r '. 1 (1.7-ulnc.4.21 % TYPE 1 VASS WINC & 4.2, ie: exposed slab) Icarpeted slab) 0% 5% joy. 15% 20% 2S% 30% 35% 40% 45% 50% 55% W% 6�w� 70% 75% W%. 85% 9D% 95% 100% 105% 1101/. 115% 120% 125' CY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 ZI 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10Y. 0.2 0.4 0.6 0.0 1 1.2 1.4 1.6 1.9 2.1' 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.0 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 U 2 7 2.9 3.1 3.3 31 17 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% O.S 0.7 0.9 1.1 1.4' 1.6 1.8 2 2.2 2.4 Z6 2.8 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 ' 2-4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 WY. 0.9 1.1 1.3 1.5 1.7 1.9 11 Z3 Z5 2.7 3 3.2 3,4 3.6 &S 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 Zt 2.3 2.5 2.7 Z9 3.1 3.3 3.5 3.8 4 4.2 4A 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 6.3 65% 1., 1 3 1.5 1.7 1.2 2.2 2A 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 64 70T. 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.0 5 5.2 5.4 5.6 58 6 6.2 75% 1.3 1.5 1.7 1.9 7-1 2.3 25 2.7 3 3.2 U 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 M 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3 . 1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.9 5 5.2 5 4 S.6 5.9 6.1 63 65 67 901/. 1.5 1.7 2 2.2 2.4 Z6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 2.7 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.6 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 2.1 2.3 2.5 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.6 3.7 3.9 4.1 4.3 4.5 4.7 4.9 S-1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 '6.6 6.8 7 7.2 i2o% 2 2.3 2.S 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 5 0 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD. Measures 1. Ceiling Insulation or R -value 1381 U -value [0.0301 2. Wall Insulation k/F or' R-valu.e (I I] U -value 10.098] 3. Raised Floor Insulation 0. tp or R -value [ 191 U -value [0.0371 4. Slab Edge Insulation or 11 -value [01 F2 factor [0.77) 5. Inf iltration Standard 6.' Glass Heat Loss -Type I oublel U -value [0.651 % Total Glass 16] 7. Shading (Shade Open) % Glass SC Eff. % Glass a. North !%./ X '77 7. A# b. East W1. 006P. 147 X - -5 If c. South X -.72 d. West x .77 e. Skylight X .00� 8. Shading (Shade Closed) % Glass Sc Eff. % Glass a. North X A01(v b. East X c. South X d. West X .007 e. - Skylight 410- X dp- -Aph- 9. Interior Thermal Mass 15- TYPE I MASS AREA % COND. FL03R AREA Interior Mass/CFA ; 10. Exterior Wall Mass TYPE 2 MASS 8A ER EE 8A % MN -D. FLOOR Exterior Wall Mass 11. Heating System .00, 0 X Zonal Control? Y N SE or HSPF Duct EffiVF64 10.781 Effective SE or [0.72/6.61 HSPF 10.5615. 151 12. Cooling System X Zonal Control? Y N SEER [9.51 Duct Efficiency [0.74) Effective SEER [7-031 13. Water Heating Type ISGI Credit [none] Point Scores 0 Sum 1-6 41 4 !16. .00 -3 &WAF Sum 7-10 Point Total: + is Certificate of Compliance: Residential Documentation Author Telephone BUILDING DATA Conditioned Floor Area _"AA- S A A-1 - Detached (SFD) Single Family Attached (SFA) Multi -Family (MF) Number of Stories �k- Number of Units f Addition Alone Existing Building Existing-Plus-Addifion BUILDING SHELL INSULATION Component Disulation . Location/Comments Tvr-.-. R -Value (attic. to larape. twical. WaU .............. . wan .... Roof ............. Roof ............ Floor ... Floor .......... Z -- Slab Edge ..... GLAZING Glazing Orientation Shading Devices Area (31assType Interior Exterior Climate Zone 32 . pr - Bu =Yxtirw CheckedBy/Date Enforcement Agency Use Only Glass Area % Glass North m?SX-2r —9.41' East 40 South West Tk---k4b Skylight ddP' -dip- Total B T UI TE COUNTY BUILDIN�G DEPARIMIENT A"" P R 0 V t E w: Overhang Framing Type North North East ;W Dow oua- East W*J0AL*.- I IV*AJAL South Sou Lh West West Skylight ....... THERMAL MASS Type/Covering , Area Thickness (stab/exposed. tile, etc.) (SO �inches) Location/Description (kitcheru bath. etc.) HVAC SYSTEMS Minimum Duct Type (furnace. air Efficiency - Location Duct Output Manufacturer / Model # conditioner, heat pump) (SF, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) 944—W&U4 L Aff .5.7 1*1 ^Lae M2 Maxi mum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) S;cial Feature(s) Aro"&& S -A -S — SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -111 NOTE. Lowrise riesidential buildings subject to the Standards must contain thcsc misi�regffdkm Of the comOiaticc =h cd with an asterisk (*) may be superseded by mom stringent cpmplW= re:quarcments listed C iance. Wben this checklist is incorporated into ft permit documents. tM features noted shall be considered by all parties as binding minimum component performarice specifications f0f the mandatory measures whether they arc shown elsewhere in the documents or an this checklist only. DESCRIPTION DESIGNER EMORCEMENT Building Envelope Measures 62.5352(a): Minimurn ceiling insulation R-19 weighted average. §2.5352(b): Loose rill insulaLicin riusnufacturct's labeled R -Value. *§2-5352(c): Minimum wall insulation in framed walls R -I I weighted average (does not apply to exterior mass walls). §2-5352(k): Stab edge insulation - water absorption rate no gircatcr thart 03%. w= v3M transmission rate no gmtcr than 2.0 perm/bich. §2.5311: insulation specified cc installed meets California Energy Commission (CEQ quality standards. Indicate type and form. 62-5352(n: Vapor barriers mandatory in Climate Zonocs 14 and 16 only. §2-5317: Infiltration/Exriltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to fimit air leakage. b. Doors and windows certi fied. c. Doors and windows weathcrstfipped; all joints and penetrations caulked and scaled 42-5352(c): Special infii1tration baffier installed to comply with §2-5351 mects CEC quality standards. 12-5352(d): Installation of Fireplacts 1. Masonry and fac%ory-buift rLrcpla= have: a. Tight fitting. closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and conuol 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 62-5352(g) and 2-5303: Space conditioning cquilinnent sizing: attach cakulations. 02-5352(h)and2-5315: Setback thermostat on all applicable heating systems. 12-5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC. §2.5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-rutd sparr heating equipment has intermittent ignition devim. 62-5314: HVAC equipment. water heatem. showerticads and faucets certified by the CEC. §2-5352(i): Water heatcr insulation blanket (R-12 or greater) or combined interior/extericir insulation (R- 16 or gttater)-. ru-st 5 rw of pipes closest to tank insulated (R-3 or greater). §2-5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch an hc;atcr. b. Weatherproof instruction plate on heater; c' Plumbed to adlow for sciLU. 2. 75 percent thermal cificiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Applianct Meaviures 12-53520): Lighting - 25 lumenslwait or greater for gcnerW lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. 12-5314(a): Refrigcrators. mfrigerator-rreezers, freezers and fluorescent tamp ballasts certified by the CEC. Indicate make and model number. COMYLL4NCE STATEMMqT This cierdficate of compliarm lists ft building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chapter 2. Subichapter4. Article I of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and dr building owner. who shall retain a copy of it and ammit the certificate to any subsequent purchaser of the building. Designer Namez rak/Fum: Addmu: Tckpho�c: Lic. 0: (signaturc) (date) Docunwntatlon Author Nitme: 'rildc1rum; Addmss: Building 0 Name: Address: Tckphonez (signal=) Enforcement Agency Nanw Agewy: Tckomw (date) M -.i T :% M11 O.y '4 1Ric;ffi'61*d Oranga 32 0 rni g na 9 cohasset (OG Sp (D ..qu "Hi fb -le J� 99 Mer-rill� Lanling To ham a--- Forest Ranch -f' -d D e 5 ab I a,,/,. B uffe Kirkwood 0�� Richardson.6prings C-ar % r 0 -ClarkAW `3 r Rd A n ita I Irish To.. "fil, 3 'C r 9 Capay ijj�q C yn N d rd L terville 0 W 99 ON) Cor /2 x. Pamclis 9 r1a n d 4 J I 32 Mill ��C- i a7d 6 0 AID 20 45 0 1 ; Rotavele 1 .00 k 0 0 Crapit p 02004 WpQuestoom, Inc.: 02004 GDT Inc. - Envimnfrental Health APR -1 5 7nnt Chl"Co, CIA 19 Lr] 5 - LEDERER 2.2KW PHOTOVOLTAIC ARRAY. 4798 SONGBIRD LANE CHICO, CA 95973 (530) 343-1117 AP#: 047-500-019 GROUND MOUNT @ 22 DEGREE TILT (16) KYOCERA KC 167W PV MODULES (1) SMA AMERICA SWR250OU INVERTER BUTTE COUN-1 T BUILDING DIVISION AP. F -r% 6/ROVr-p ENVIRONMEN'rAL HE.Aq TH APR 13 2004 cftP, CALIPORNIA ;FA --=4 ou u 00 DRAWNGTYPE: COVER SHEET JOB: LEDERER 2.2KW 0 DRAVM BY: ATOM MCCAMBRIDGE F- 4151747-7039 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. DATE: CONFIDENTIAL THIS DRAWING AND ANY DATA. DESCRIPTION, AND OTHER 4.12.04 0 0 Lu WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER EET. GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. LOLJ Lu W Z Lu z Zj :5 3: d C, C") 0 W- 25 '0,3 < im 0 0 0) W 1,52 Z < 3 (J) W a- LLJ 0 (!) U) - 0 11;r 01 0 W 0 Do 00) 1�- (.) = — CO a. W --=4 ou u 00 DRAWNGTYPE: COVER SHEET JOB: LEDERER 2.2KW DRAVM BY: ATOM MCCAMBRIDGE 4151747-7039 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. DATE: CONFIDENTIAL THIS DRAWING AND ANY DATA. DESCRIPTION, AND OTHER 4.12.04 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. AND SHALL NOT 13E PUBLISHED. REPRODUCED. COPIED. DISCLOSED. OR USED. IN SCALE NTS WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER EET. GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. I mm REVOONASSLE am Issue 4/IZW LEDERER 2.2KW PHOTOVOLTAIC ARRAY PROPERTY LINES / LAYOUT AP#: 047-500-019 SCALE:Y32" 1 A /3 - 11 , 7�:-/ T-111� n LEACH FIELDS 0 59'-1038-" PHOTOVOLTAIC ARRAY GROUND MOUNTED 22 DEGREE TILT (16) KYOCERA KC -167W PV MODULES (PORTRAIT) 70--1Z-- 8 242'-111" EXISTING RESIDENCE 2 AP# 047-500-019 emr, r DC DISCONNECT AT ARRAY PROPANETANK GARAG INVERTER LOCATED IN 102-- 5., GARAGE' -0116 83'-103-" "1 Jr 16 (DC DISCONNECT AT INVERTER) ELECTRICAL RUN (TRENCHED) DRIVEWAY 18" DEEP (TO TOP OF SCH 80 CONDUIT) 1% -SI-7- V) ........ ... APPROVED Butte County IlEmarmamental -I_ I za Data Environmental Health APR 11 5 ?nn4 Chico, CA Lj %A I a 1- %-0 %-,1 U BUILDING DIVISION 8 APPROVED ENVIR0,j,,i�ftrc:N1'AL HEALTH APR 13 2004 CHIG. " CALIFoRNIA 160' -4i7 -6-- ;k 0 F— g 0 ED ED 0 LLJ LLI z LU z 0 0 of — U-) F- < (L) CO 0 C;) w i2 z < C; LU a. LLJ 0 U) 0 '1 CID 0 00 0 C) & w a. 0 it f2 -1 -4t C I r) L0 � METER r U C4 0 11 ON U 00 DRAWNGTYPE: PROPERTYLINES/LAYOUr JOB: LEDERER 2.2KW DRAWNBY'. ATOM MCCAMBRIDGE 415/747-7039 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. CONFIDENTIAL THIS DRAWING AND ANY DATA. DESCRIPTION. AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. AND SHALL NOT 13E PUBLISHED, REPRODUCED. COPIED. DISCLOSED. OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. 1 4.12.04 1 SCALE: Environmental Healtn APR 1. 5 2004 Chico, CA BUTTE COUNTY BUILDING DIVISION APPROVED . I —A tZiml C) u00 CD '4 < u an 00 ENVI �01VMEM DRAWINGrYPE: PERSPECTNE ITAL HFA APR 13 2o04 JOB: LEDERER 2.21M DRAWN Sr. ATOM MCCAMBRIDGE CHIC9, CALlPoj3mL------J 415f747-7039 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. DATE: CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIPTION. AND OTHER 4.12.04 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE SCALE: EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. AND NTS SMALL NOT 13E PUBLISHED. REPRODUCED. COPIED. DISCLOSED. OR USED, IN WHOLE OR IN PART. FOR ANY PURPOSE WITHOUT THE ENPRESS WRITTEN SHEEr. PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. 0 F- 0 w uj Lu LLJ z z p 'C 0 < CIO Z A4 Lu 0 a- C/) 0 M 0 0.0D m: 00) (y) 4 —A tZiml C) u00 CD '4 < u an 00 ENVI �01VMEM DRAWINGrYPE: PERSPECTNE ITAL HFA APR 13 2o04 JOB: LEDERER 2.21M DRAWN Sr. ATOM MCCAMBRIDGE CHIC9, CALlPoj3mL------J 415f747-7039 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. DATE: CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIPTION. AND OTHER 4.12.04 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE SCALE: EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. AND NTS SMALL NOT 13E PUBLISHED. REPRODUCED. COPIED. DISCLOSED. OR USED, IN WHOLE OR IN PART. FOR ANY PURPOSE WITHOUT THE ENPRESS WRITTEN SHEEr. PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. 81 3 -are I B-22 STRUCTURAL CHANNEL - UNO-CLIP (STAINLESS) KYOCERA KC -167W PV MODULE (PORTMT) B163 22 DEGREE ANGLE B-22 STRUCTURAL CHANNEL CONCRETE FOOTING: 24* WIDE X 2.6 DEEP (TYPICAL) B-22 UPRIGHT RUN TO BOTTOM 7 LEDERER 2.2KIN PHOTOVOLTAIC ARRAY GROUND MOUNT- 22 DEGREE TILT SCALE: 1"= V B104SH 90DEGREE CORNER ANGLE BUTTE COUN FTT 47/114 BUILDING DIVISION APPROVED A -1,4 u uo ag J� F� 00 ENVIRONMENTAL DRAVVINGTYPE: APR 13 2004 JCe: SIDE DETAIL LEDERER 2.2M CHICO, CALIFO'417--�""E*— DRAM BY: ATOM MCCAMBRIDGE 415/747-7039 IROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. DATE: CONFIDENTIAL THIS DIRAWINC AND ANY DATA. DESCRIPTION. AND OTHER 4.12.04 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE SCALE: EXCWSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. AND V 1. SMALL NOT BE PUBLISHED. REPRODUCED. COPIED. DISCLOSED. OR USED. IN WHOLE OR IN PART. FOR ANY PURPOSE WITHOUT THE E)(PRESS WRITTEN SHEEr. PERMISSION OF A DULY AUTHORIZED REPRE ENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. ALL RIGHTS RESERVED. 0 0 Lu Lu LLI Z a z LU _5 3: -1 0 0 C") 0 C<-) o 62 z <0' C6 Lu (L Lu 0 (!) cl) 0 4 V) 0 w 0 00 00) r'- 0 — m C:) 0 ul BUILDING DIVISION APPROVED A -1,4 u uo ag J� F� 00 ENVIRONMENTAL DRAVVINGTYPE: APR 13 2004 JCe: SIDE DETAIL LEDERER 2.2M CHICO, CALIFO'417--�""E*— DRAM BY: ATOM MCCAMBRIDGE 415/747-7039 IROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. DATE: CONFIDENTIAL THIS DIRAWINC AND ANY DATA. DESCRIPTION. AND OTHER 4.12.04 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE SCALE: EXCWSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. AND V 1. SMALL NOT BE PUBLISHED. REPRODUCED. COPIED. DISCLOSED. OR USED. IN WHOLE OR IN PART. FOR ANY PURPOSE WITHOUT THE E)(PRESS WRITTEN SHEEr. PERMISSION OF A DULY AUTHORIZED REPRE ENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. ALL RIGHTS RESERVED. 41-213' 16 KYOCERA167W X-301 MODULE DIMENSIONS B163 22 DEGREE ANGLE B -LINE HARDWARE %- 61-9311 16 LEDERER.2.2KW PHOTOVOLTAIC ARRAY TOP VIEW- ARRAY COMPONENT DETAIL (SEE SIDE VIEW FOR FURTHER INFORMATION) TILT: 22 DEGREES SCALE: 3 11 /8 (16) KYOCERA KC 167W PV MODULES PORTRAIT ORIENTATION COUNTY B104SH 90DEGREE CORNER BRACKET D B-22 STRUCTURAL CHANNELBUILDING DIVISION APPROVED CONCRETE FOOTING: 24" WIDE X 2.5'DEEP. B-22 RUN TO BOTTOM APR 13 -"-"4 CHIC9, CAL u` - ,� "ip ;i� 0 0 Lcu, ui Z ui z o 'o wo >- < Ri 22 i- w do "�! Z 'r a A LLI (D 0 co - 0 v 0 w 0 o op m 0 c:) c1r) (L w j�- Iq 0 u') u< 'c' 0 8 00 DRAWINGTYPE: ARRAY DErAILS JOB: LEDERER 2.2KW DRAWN BY. ATOM MCCAMBRIDGE 415/747-7039 INC.] _:: DATE: CONFIDENTIAL- THIS DRAWING AND ANY DATA. DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. AND SHALL NOT BE PUBLISHED. REPRODUCED. COPIED. DISCLOSED. OR USED. IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITrEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. 4.12.04 3/8" = 1. BIJ-T-TE Gout4V Bu3L[)jt4G DNISION APPRO\'F-D C> L) 0 F. 00 DRAWNGTYPF: EN NMENTAL HEAUFfl-I PERSPECTIVE ice: APR 13 2004 LEDERER 2.2KW DRAM BY: �ATOM MCCAMBRIDGE CHI- -0-, Cj�i, iip: -7039 415f747 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. DATE: CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIPTION. AND OTHER 4.12.04 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE SCALE: EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. AND NTS SHALL NOT BE PUBLISHED, REPRODUCED, COPIED. DISCLOSED. OR USED. IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EYPRESS WRITTEN SHEET: PERMISSION OF A DULY AUTNOIUZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. 0 0 Lu Lu LLI Z a w -j z 4� 3: 0 d w p w < (.5 00 o < w 22 UJ z 0 0) A 'gr ci) 0- 0 0 w o CD cl) 0 & CID CL w "r C> L) 0 F. 00 DRAWNGTYPF: EN NMENTAL HEAUFfl-I PERSPECTIVE ice: APR 13 2004 LEDERER 2.2KW DRAM BY: �ATOM MCCAMBRIDGE CHI- -0-, Cj�i, iip: -7039 415f747 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. DATE: CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIPTION. AND OTHER 4.12.04 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE SCALE: EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INC. AND NTS SHALL NOT BE PUBLISHED, REPRODUCED, COPIED. DISCLOSED. OR USED. IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EYPRESS WRITTEN SHEET: PERMISSION OF A DULY AUTNOIUZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. (16) KYOCERA 167W PV MODULES LEDERER 2.2KW PHOTOVOLTAIC ARRAY SINGLE LINE DIAGRAM (16) KYOCERA 167W PV MODULES IN SERIES OPEN CIRCUIT VOLTAGE: 28.9V MAX POWER VOLTAGE: 23.2V SHORT CIRCUIT CURRENT: 8.OA MAX POWER CURRENT: 7.2A MAX POWER: 167W ARRAY TOTAL OPEN CIRCUIT VOLTAGE: 462AV ARRAY TOTAL SHORT CIRCUIT CURRENT: 8.OA ARRAY TOTAL MAX POWER CURRENT: 7.2A ARRAY TOTAL MAX POWER VOLTAGE: 371.2V (1) SUNNY BOY SMA SM250OU SBD INVERTER SUNNYBOY 250OU PEAK POWER TRACKING RANGE: 234-550 V DC 1410 GROUND PV TO FRAME BOND 248 THHN METER PG&E DC DISC DISCONNECT AT ARRAY 11410 GROUND BOND 248 THHN CUTLER HAMMER NOWFUSABLE LOCKABLE 3R 2 -POLE 30AMP 600 VOLT DG261 URK LEDERER 2.2KW PHOTOVOLTAIC ARRAY - SINGLE LINE DIAGRAM DC DISC DISCONNECT AT INVERTER CUTLER HAMMER NOWFUSABLE LOCKABLE 3R 2 -POLE 30AMP 600 VOLT DG261 URK WARNING! ELECTRICAL �HOCK HAZARD. DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES. MAY BE ENERGIZED. MAIN HOUSE GROUNDING SYSTEM f 2 POLE 15 AMP AC EXTERIOR UTILITY BREAKER SERVICE PANEL I 2410 THHN 11410 GROUND BOND 114110 GROUND BOND 248 THHN AC DISC SMA /\/R250OU-SBD 2.5kW SUNNY BOY INVERTER 240 VAC UL#E210376 z z 0 z C) 0 :I� 0 04 —j CUTLER HAMME NON-FUSABLE Lk&MNMENTAL H-' "tL7, 'Hi 3R 2 -POLE 30 AMP 240 VOLT DG221 URB APR 13 2,,!1 c H 1 (10 C FA I A PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO.. INd. AND SMALL NOT BE PtiausHm, REpRooUCED. COPIED. DISCLOSM. OR USED. IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED R ENTATIVE OF SUNPOWER GEOTHERMAL 84OW CO., INC. ALL RIGHTS RESERVED. a, o 00 SINGLE LINE DIAGRAM JOB: LEDERER 2.2KW DRAWN BY: ATOM MCCAMBRIDGE 415f747-7039 DATE: 4.12.04 SCALE: NTS SHEEr. 0 F- 0 it Lu Uj Lu Lu z a z UJI 3: 00 or) 0 X of < F5 0 (D 0-� Z uj a- Lu 0 co 0 0 w 0 0 o 10, -1 C) m— c r) a. Ly- 'T L) tc) a, o 00 SINGLE LINE DIAGRAM JOB: LEDERER 2.2KW DRAWN BY: ATOM MCCAMBRIDGE 415f747-7039 DATE: 4.12.04 SCALE: NTS SHEEr. 6r, ta- OiA tow" Asfptr 41 WK ......... Pr SA el Aa Oi. . go lip 411 Ml. - 7 44 16 4gy 11, 1 Mc" OW P IV. P4 5� 4 MOW % �7 1 I ff-'MR . ..... � *' , , 'A'. ICIY� (IJ 'rh -?z :t t W M, 0 -17 777 o IT, cl ew 4p, -4"o T7 o 3 q: C) ff ki Ar IT WK - =7 77- 0 IT, J� , - 0 , 4 , - Ij IT 0 'P f T, QA u :I IT F, 0, 00 Oj 6, Nr 16 Yj 44. A .9 Al. 44 Gj lk IT 13 IT, 9 Al IT 0 r4 16 t., jo Par" 7 77 '00 IS. It 'it It, 2 rot!", It J ID 4,4,; f Fe A,;? k'I 13) 1� ? _77 �J AI, 40% IVIT '90 Ml� 1; I"'! WXv I� T'll"?7,9111111% WE Ir 1 14 '42 I,2*m I " , " 7r4r. 12: 04 x gM 1� IT' 77,.' 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