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HomeMy WebLinkAbout047-250-203APN JEFF WEBBER Lead Service Technician Contractors Lic. # 733676 A Division Of Sheraton Services, Inc Service ' Sales Maintenance Indoor Air Quality 530-891-6787 i 1170 E LASSEN AvE. CHICO CA 95973 -0 �Cf�-l3 U.S.)EPARTMENTOFHOMELANDSECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION For Insurance Company Use: - Al. Building Owner's Name James and Lori Bond Policy,Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIL Number > 25 Talon Drive 4• ,, City Chico State CA ZIP Code 95973 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 047-250-202 & 203 1 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Solar ArravQ� A5. Latitude/Longitude: Lat. 39° 49'07.49" N Long. 121° 53'04.96" W Horizontal Datum:®NAD] ❑NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. � isn A7. Building Diagram Number N/A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No . SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State 060017 1 Butte County I CA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 06007CO310 D Date Effective/Revised Date Zone(s) AO, use base flood depth) Check the menu?e" t 3 � y4 I �,Ne a) Top of bottom floor (including basement, crawlspace, or enclosure floor) N/A. April 20, 2000 April 20, 2000 A 215.0 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe) See Comments in Section D B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ® Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/ R//A4ompl tgltems 2.aa--h below accordingto the buildingdiagram specified in Item A7. Use the same datum as the BFE. 3 Benchmark Utilized RM3Vertical Datum NGVD 1929 I' � ;,} TE ,�,y�,y� CO} Conversion/Comments None Check the menu?e" t 3 � y4 I �,Ne a) Top of bottom floor (including basement, crawlspace, or enclosure floor) N/A. %JO�! ❑ feet e erss icoPriilyy ,�j b Top of the next higher floor N/A. ❑ feet ❑ met s�,fjPeP., i o1' I c=zq c) Bottom of the lowest horizontal structural member (V Zones only) N/A. d) Attached garage (top of slab) N/A.' ❑ feet ❑ 9te (P ert Rico only) ❑ feet ❑ �,te (rt Idly) �� 46 e Lowest elevation of machinery or equipment servicing the building 215.0 ® feet ❑ meie (Puert�Rico ly) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 213.9 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 214.4 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. ❑ feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available.) understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes ® No Certifier's Name Wesley E. Gilbert License Number R.C.E. 31689 Title Engineering/Survey Manager Company Name Lumos &Associates, Inc. Address3259 splanade, Suite 102 City Chico State CA ZIP Code 95973 4a I Signatur /f Date 11/5/09 Telephone 530-899-9503 PaoF�ssr 9b�.�f'i.A,Gk 4r SEI ;= 0. >♦r 1/10 /VN �CF C_ FEMA Form b1-31, Mar 09 See reverse side for continuation. Replaces all previous editions AW IMM, RTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number N :•,' 25 Talon Drive -� City ChicoState CA ZIP Code 95973 Company,NAIC Number w W a .. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Item B10 - The Base Flood Elevation for Flood Zone A was determined using the FIRM map, Quad Map and Parcel Map recorded in Book 148 of Maps, at Pages 97-99, Butte County Official Records Item C2e - T levation specified is the lowst el ation for the bottom of the solar array panels and electrical panels. Signature Defte 1175/09 ❑ Check here if attachments SECTION'E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone 5,_ ((%.- Signature Date Comments 3yy� ❑ Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Table of Contents Tab # 1. Inverter: -Electrical Specifications -Mechanical Specifications' -Installation & Operation manual Solar panel: -Electrical Specifications -Mechanical Characteristics 2. Engineered Details for footings and PV panels: -GroundTrac Installation manual -Layout of PV panels 3. Electrical Line diagram and Solar Calculator: -Parallel string —line diagram -Solar Calculator BUTTE COI Nri BUILDING DIVISION PPRIOVED TriTek Engineering, Inc. • CIVIL & STRUCTURAL ENGINEERING DESIGN 71221/2 Topanga Canyon Blvd., Suite A, Canoga Park, California 91303 Professional Solar Products Attn: Stan Ullman Date of observation test: October, 13, 2006 1551 S. Rose Ave. Oxnard, CA 93033 Subject: GroundTrac mounting system engineered for attachment of Suntech Modules with frame style measurements of 62" x 31.8". TEST SETUP FOR GROUND MOUNT SYSTEM: Four Suntech modules measuring approximately 31.8°x 62" long were bolted to 2.5' x 1.5' x 136" RoofTrac support rails using a combination of 10 Ea. 5/16" stainless steel bolts, lock washers and specialty extruded inserts. The mounting channel was attached to a pair of 1-1/2" schedule #40 pipes by specially extruded insert (illustrated on attached page) and 1/2"U" bolts. The spacing of the support pipes was Ton center and was supported by 4 each 12" short pipe supports resting on a concrete floor. Test Procedure: The test set up was then loaded using sandbags that produced an equivalent 50#/sq.ft. of load. Upon completion of the placement of the sandbags the maximum deflection that occurred in the,download condition was 3/4". The sandbags were left for 30 minutes with no change in the deflection or any other sign of distress. After the 30 minutes was completed the fixture was inverted to simulate the upload condition. The results of the tests were duplicated in the uplift condition. The deflection in the uplift condition was V4' maximum and the facture suffered no signs of distress due to the loading. Upon removal of the sand.bags, the support rack returned to the preloaded condition without any signs of stress. This document certifies the GroundTrac PV mount and pipe support, used with the Suntech modules listed above in a ground installation withstands a 50 Ib. per square foot static pressure load incorporating the 1-1/2" pipe support structure at 10' max centers with the illustrated footings. This loading is equivalent to a wind speed of approximately 100 mph (down rated from 125mph) using wind load exposure and gust factor coefficient "exposure C" as defined in the 2006(IBC)/2007(CBC). Overall the mounting unit performed as expected. IS Sincerely 7--i Basma, RCE • The GroundTrac@ pipe support structure consists of 1-112" schedule #40 galvanized water pipe installed using Holleander corporation structural TEE fittings. All pipe spans referred in this engineering report are absolute limits. They consist of a maximum of 5'-0' for the rear vertical legs from grade (or footing), 30" for the front vertical support legs, and 10'-0" (Non -snow load) / 6'-0' (Snow load up to 50lbs. per sq. ft) for the horizontal support pipe. The absolute cantilever for each side of the horizontal pipe is 24". Solar arrays should be limited to a maximum of 50' long to allow for thermal expansion of the pipe. Pipe must be cut square and completely inserted into the fitting. The Holleander fitting setscrew must be torqued to factory specifications of 17 foot-pounds, which they have tested to meet a minimum of 1,800 pounds of retention. Footings per attached plan require a minimum size of 12" diameter x 42" and must be installed in solid soil at grade -requiring a minimum of 2.7 cubic foot of concrete with no loose earth backfill. Installations over loose unstable soil or sand require that footings be excavated into firth soil. This rack with maximum stated pipe support spans is engineered for wind loading over level grade. This mounting system is not rated for snow loading as illustrated. Tritek engineering does not field check installations to verify that compliance as described in this engineering report. To assist the building inspector in identification of this mounting system a permanent adhesion label describing either "Roof Trac" /"Ground Trac" is to be place on at least one of the main support rails. SNOWLOAD NOTE: As noted above, this mounting system is not rated for snoc�deMSym�a�tir�trrg:pjpa►sg F?�wever, this mounting system is rated for snow load at up to 50 lbs. per ftZ at 6' pipe spans. rlJ i i V 1,JILDING DIVISION' oQ�3. BA tiq`F A' PPROV D y ye Control No. SUNT GT.P No. CSM z Page * Exp:06/30/11 Note: This engineering is not intended for use in obtaining a permit for systems other than the above m configuration. Unless otherwise directed in writing, this engineering shall not be publicly posted or copie OFCAUF� • N tD Rail Insert 1 IE- 31.8" 4 16' Lock I 11 5116" Lock Nasher II Qt II 5/16' x 3/4° Hex Bolt II kn 11 �i- � 11 tl 11 II A 7 r II Oe O• O II II � N 11 II I I 11 O 7 � O rn F 1 1 11 f I I 11 C 11 II N II G 1` 7' 5/16" x 2-1/4" Hex Bolt End Clamp Rail Insert 1 16' Lock 5116" Lock Nasher Washer Intennodute 5/16' x 3/4° Hex Bolt Clamp �i- Module lutel Frame 1 ` ` Channel Nut Support Channel I TEST SETUP W 136" Download Deflection 50lbs. Per sq. ft: 3/4" Uplift Deftedon 50lbs. Per sq. ft: 3/4" . Rail Insert, Ground Trac Support Channel Uboft Ubolt 1-1/2' Schedule #40 Galvanized Pipe Ground Trac Channel 1-1/2' Schedule #40� / Galvanized Pipe 30' Max v RT Max—Base depends on Angle 12' �I Ground Trac Photovoltaic mounting system using Suntech Modules: Ground Trac Page 2 of 5 Revised: 10/16/06 Suntech Modules SUNTECH-GT.PGT.P Stati0 load test illustration 1/4' Locking Flange Nuts 1-1/2" Holleander Pipe Tee Fitting 13UT'TE C' OUNi MIS - APPROVED 5' Max Rear Pipe Height • LOAD CAPACITY OF STD. I.P.S. SIZE STEEL PIPE -SCHEDULE 40 25,000 P.S.I. LOW -CARBON STEEL SIMPLE BEAM CONSTRUCTION iYeW Stress 25.000 PSI wide Ileo Resins tuppmtinp a utt otr if'ftd6m bad.) Beam Length _ale Size 2' 3' 4' 6' 8' 8' 10' 9"SdL401PS. 904 802 452 360 app 228 160 1' SdL401P.& 1702 1134 850 880 588 424 340 19' Sch 40IA& 30M 2004 1502 1202 1002 752 600 1 II" SCR 401.1`1 4180 2788 2090 1672 1392 10N 836 r schatil 7168 4792 ism 2074 2400 1796 1436 Note 1: Safety factor of 1.3 to 1 is provided Note 2: The addition of third beam of the sameJtingth and diameter wN increase load capacity of the open by 3596 of stated capacity. SIMPLE BEAM CONSTRUCTION ,MOSlreas25.000PSI wMIliobeemswi pothgatoadconcentrated4ttheCerderofBredeer spas) Beam Length _Pipe Size 7 7 4' 5' 9" Sch 40 IPS. 452. SM 226 180 6' r r Not Reconaro M i- Sd1.40IPA 651 _ 567 425 340 19-SCK401PS 1503 1002 751 801 1H' SdL 401PS. 2090 1393 1045 838 283 501 696 NdRKffm dad 429 376 597 522 r Sch. 40 IPS 9594 2396 1797 1437 1200 1026 898 Note 1: Safety factor of 1.3 to 1 Is proWed. TOTAL COLUMN LOAD CAPACITY C: Axtm Height Note 1: Values shown are for EACH COLUMN in the structure. Note 2: Acolumn is deemed fo exist from the floor line to the hYst hodtontal toad bed. orbetween any two load beds attached to the columns. Example: A rack 4'high withload beds 812'and 4' from floor is made up of eight 2' columns even though overall length of each upright = 4'. CANTILEVER CONSTRUCTION 1' r 3' 4' b' 6' 8' 9' 3696 2290 . 1025 580 Nof R9catmtiow 1" 5730 4425 2235 1360 870 WPWcaam nM 1u' .. — 8010 6716 5380 . 3025 1935 1345 NR IF 9675 6705 7085 48M 3090 2145 1205 r 13M 12406 11035 9116 6856 4620 2608 Note 1: Values shown are for EACH COLUMN in the structure. Note 2: Acolumn is deemed fo exist from the floor line to the hYst hodtontal toad bed. orbetween any two load beds attached to the columns. Example: A rack 4'high withload beds 812'and 4' from floor is made up of eight 2' columns even though overall length of each upright = 4'. CANTILEVER CONSTRUCTION 19 2 (YIBid SUM 25A00 PSI IND M10 CKOW V=xt>ppo"• 9x" dtdlib{RBd bW Qafgllever Length id 1 Pipe Sim 1' r 3' 4' S V WL 401PS. 452 226 150 113 90 1' SdL 40 LA& 851 425 283 212 170 i %, Bch 40IA& 1603 761 501 375 300 1 %"Sat 40 IPA 2090 1045 696 522 416 r ft401PS 3594 1797 1196 898 Tie — Note 1: Safety factor of 1.3 to t is provided. 2 - — - 1 2350 1925 CANTILEVER CONSTRUCTiON (Wd 9=t M PSI wM O 00 amts to WWV s catoentrete0 bad 4 varying CaanUleve►LengtA Pipe Sirs 1' 2' 3' 4' r 9' SA 40 W& 226 113 75 Naftnt mended 1' Sck Q IP.& 425 212 141 108 85 111'SCh 40IA& 751 316 250 188 160 I Ir ft Q IAS. 1045 523 346 281 209 2' SdL 40 IPS 1797 898 989 449 359 Note 1: Safety factor of 1.3 to 1 is prolrlded. LOAD CAPACITIES OF FITTINGS set SOW" • Fllttnp Size Torque / Sam" Ft Lbs Pull Out il' 13 1 low 17 2 3200 Above date cWyMed by an kxk pwxW bb"Amy uskV the Aaxowbg haat procaduree: Mandard I.P.S. -shad pipe w" the mftd barrel Karo test Lrat a to the torque shown above. A 3"00 ft tkdveraaf Teaft Af&oYte vertical And to the Ave member in an aaaryq to produce Am ge. Loadcepacitim Rated above are based on s salaty Iaefoof21. LOAD CAPACITIES OF STD. I.P.S. SIZE ALUMINUM PIPE SCH. 40 6063-T6 TYPICAL HANDRAIL SECTION Pipe She 19 2 1900 1" id 1 12M _ __-----� 14 2 1800 19' 17 1 1800 1'4' 17 2 2000 11i' 17 1 1650. r 17 17 2 - — - 1 2350 1925 17 2 3200 Above date cWyMed by an kxk pwxW bb"Amy uskV the Aaxowbg haat procaduree: Mandard I.P.S. -shad pipe w" the mftd barrel Karo test Lrat a to the torque shown above. A 3"00 ft tkdveraaf Teaft Af&oYte vertical And to the Ave member in an aaaryq to produce Am ge. Loadcepacitim Rated above are based on s salaty Iaefoof21. LOAD CAPACITIES OF STD. I.P.S. SIZE ALUMINUM PIPE SCH. 40 6063-T6 TYPICAL HANDRAIL SECTION Pipe She Section DMl Ion Recovery To 1'4' 5' 2.125 .139 1 V4' 10' 2.247 .489 1'h' 6' 1.119 .129 1'4' 16' 1.964 .747 Above data compiled by an independent laboratory using a 2000 to. proving Trip arW at a side load of 200 tbs. Aluminum pipe is not recommended for racking systems. 15 Control No. SUNT GT.P LOAD CAPACITIES OF FITTINGS SETSCREWS WHEN PROPERLY TORQUED f1f a size Tame FL W& No.80e0s Load Capacity 1%, 10 1 937 Ms. 1%, 10 2 1006 Ms. _ 1 it- 12 1 9501bs. 1%- 12 2 - 102010x. Above data eompl/ed byy en Independent laboratory using the following procedures. A 30.000IA universal reefing machine applied vertical load to pipe member In an attempt to produce pipe allppage through the vertical barrel of rhe fitting. Load capacities listed above are based a safety lectorof footi Page 3 of 5 • 12" Diameter Core (Top View) t: 12" Sonotube® Form ax Z—M et Abo 12° • L Grade 2.7 CUIFT Concrete Footings I- 12" +I 12" GROUNDTRACO SYSTEM WITH SONOTUBE® OPTION SONOTUBEO.ENGINEERING FORAPPLICAT/ON NOTE: Footings are 10' o/c (non -snow load condition) Pmax = 18 psf (136"/ 12') (61.5/ 12") = 1045 for (4) Supports Q�,0QR0Ffss�o Max Uplift @ each support 1045 / 4 = 261 �,�k, P�) J. FOOTING DESIGN N0. 7cc � Use 12" Diameter x 42" Deep Pad Pmax=150pcf n/4(1')zx3.5'=412 BUTTE COUNT���®e�� ���� �FbfnlA NSP* F.S. = 412# / 261 X 1.33 = 2.1 APPROVED § ���` ,c n • Control No. SUNT GT.P i/ ib�. D —= Page 4 of 5 • U Professional Solar Products, Inc. Oxnard, CA GroundTrac® Footing Detail Engineering 12" Diameter Core 0 (Top View) , , , b o 1 1— 12" -i Concrete Footing Detail: Volume = 2.7 Cubic Foot Spacing Rear/Front = Max 10' On Center ( Non -Snow Load) Spacing Rear/Front = Max 6' On Center (50 Ib. per ft' Snow Load) NOTE: Footings are 10' o/c (non -snow load condition) Pmax = 18 psf (136"/ 12") (61.5"/ 12") = 1045 for(4)Supports Max Uplift @ each support 1045 / 4 = 261 FOOTING DESIGN Use 12" Diameter x 42" Deep Pad Pmax = 150 pcf TO 4 (11)' x 3.5' = 412 F.S. = 412 / 261- x 1.33 = 2.1 Control No. SUNT GT.P BUTTE COUN �3 Page5of5 BUILDING C�1v1QiQN APPROVED professional SOLAR products Groundrav Installation Manual Date Modified: 01/04/08 APPLICATION: The GroundTrac system is designed to engineer with a minimum amount of installed footings at greatly reduced labor. The system integrates with ordinary 1-1/2" schedule #40 galvanized pipe. This ground mount solution includes virtually everything needed to install modules with vertical posts up to 5' from grade. The installer will only need pipe, concrete and basic construction skills to complete the installation. This fully engineered system utilizes Professional Solar Products' patented Slide -n -Clamp'" module clamps and support channel - the industry standard for rooftop module installations. AAWARNING All Professional Solar Products (ProSolar) are engineered and tested to withstand stated specifications (as stated on published specification sheets) when installed properly. Fail- ure to install properly may decrease the performance of in- stallation. O SAFETY All regional safety requirements should be followed when installing Professional Solar Products. All tools and equip- ment located on the roof should be secured to avoid falling object hazards. All equipment/tools should be properly maintained and inspected prior to use. Any exposed studs should be protectively capped to help avoid injury. This installation manual is intended for use by professional installers with a working knowledge of construction princi- ples. Post hole digger • Wheelbarrow / shovel String Line • Line level or builders level • Drill • 1/2" Uni-Bit • Tape Measure • Sharpie TM marking pen • 7/16" deep socket & ratchet • Phillips head driver (for drywall screws) • 1/2" wrench • 3/16" hex wrench • Framing square • Pipe cutter or reciprocating saw • Pipe wrenches (two required) • Mallet or large hammer 0 Page 1 of 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: All information contained in this manual is property of Professional Solar Products (PSP). TIIeTrac@) Is a registered trademark for PSP and is covered under U.S. patent #5,746,029. Roorrrac4l and FastJack® is a registered trademark for PSP and is covered under U.S. patent #6,360,491. professional Som products Installation steps overview 1) Excavation of the footings 2) Set grade stakes for vertical pipe 3) Install Schedule #40 Pipe 4) Drill Support rails Groundrav Installation Manual 5) Attach support rails to the pipe 6) Set concrete footings 7) Install modules **Append ix—safety procedures** Step 1: Excavation of the footings Excavate/core footings 12" diameter x 42" deep as per detail on engineered plan. (Footing size may vary depending on job specific conditions. All conditions should be reviewed by customer's site engineer.) • Step 2: Set grade stakes for vertical pipe Determine the proper angle for the module array and install grade stakes as illustrated (left), do not exceed 5 ft. of vertical post length from grade. Installing the supports braces will hold the pipe at the proper fixed angle until the footings are poured. We recommend the use of drywall screws to hold the horizontal brace in place until concrete sets. Install the end braces and then set up a string line to insure alignment. Place supports at a distance that will allow the pipe beam to be supported without sagging. Date Modified: 01/04/08 Existing Grade SIDE VIEW Distance of base depends upon the angle of support channel. • Page 2of7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: All Information contained in this manual Is property of Professional Solar Products (PSP). TileTrac@ Is a registered trademark for PSP and is covered under U.S. patent #5,746,029. Roof7rac4D and FastJack® Is a registered trademark for PSP and is covered under U.S. patent #6,360,491. �j professional Groundrac R SOLAR products Installation Manual Date Modified: 01/04/08 Step 3: Install Schedule #40 pipe Illustrated (RIGHT) pipe support beams and vertical post supports can now be assembled and rest on the support bracing. Using two pipe wrenches and 3/16" hex wrench, the pipe and support legs can be assembled and are ready for the Ground Trac° deep channel rail to be installed. O� GRADE STAKE THREADED PIPE SUPPORTS COUPLER SIDE VIEW BACK VIEW ewt4rnnyraue'u Step 4: Drill. support rails �— 41 INCHES— 41 INCHES —�-� 4 /n" "11 0^1 T U^1 c0 U CENTER'S 2.1/4^ INdHES I Drilling of the support channels:. Align the support rails with the bottom side up on a flat surface. Using a framing square as illustrated, measure from the center of the channel 41" outward and mark a line on the channel. Mark another line exactly 2-1/4" outward from center from the first line. Now drill the "U -Bolt' holes in alignment with the marked line and the specially extruded "V" groove on the channel. We recommend the.•use of a 1/2" "Uni-Bit®" bit for this. You will now have perfectly aligned holes ready for installation on the support pipe beams. i Page 3 of 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: NI information contained In this manual is property of Professional Solar Products (PSP). TIleTrae® is a registered trademark for PSP and Is covered under U.S. patent #5,746,029. RoofTrac® and FastJack® is a registered trademark for PSP and is covered under U.S. patent #6,360,491. professional SOLAR 0 produc IWC Step 5: Attach support rails to the pipe Ground"I"'rav Installation Manual `U -BOLT" Assembly side view End View: "U-Rnit" Attachment in: Note: The pro installation po: of the insert. Step 6: Set concrete footings Date Modified: 01/04/08 SUPPORT CHANNEL • Page 4 of 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: All information contained in this manual is property of Professional Solar Products (PSP). TIIeTrac@ is a registered trademark for PSP and is covered under U.S. patent #5,746,029. Roon race and FastJack® is a registered trademark for PSP and is covered under U.S. patent #6,360,491. professional, SOLAR products Step 7: Install modules After the support rails have been fastened to the pipe, e, you are ready to install the solar modules. There are two sets of clamps; the outside clamps (end clamp) (Fig. 1) and the inter -module clamps (Fig. 2) that install between the modules. Please note that all module end clamps are specially extruded to fit a specific brand of module as specified in the ordering guide. RoofTra v: Installation, Manual Date Modified: 08/13/07 k - Page. 5 of 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: AM information contained In this manual Is property of Professional Solar Products (PSP). TileTrac41 is a registered trademark for PSP and is covered under U.S. patent #5,746,029. RoofTracQ and Fast.Jack@ Is a registered trademark for PSP and is'covered under U.S. patent #6,360,491. • :7 professional SOLAR products kw ESTIMATING AMOUNT OF PIPE AND CONCRETE: Groundrav Installation Manual Date Modified: 01/04/08 1' To estimate the amount of galvanized pipe needed for the rack, count the total number of panelized modules in a bank. Determine the width of the module, for example (58" x number of grouped panels (6) = 348" x 2 = 696" / 12 = 58') Since galvanized pipe comes in 21' lengths, you will need 6 lengths for the upper and lower beams to avoid cutting and threading the pipe. 2 To determine the number of posts (the maximum allowable span is 10') take the total length of one of the beams less 4' (2' allowable overhang on each end) and divide this by 10 (see figure 1). This will give you the amount of posts required to support one of the beams, doubling this will give you the number of posts and TEE's required. 3 Estimating the amount of pipe required for the posts can be estimated by adding 42" (footing) plus the distance from the top of the footing -grade to the beam (figure 2). Add the total length of pipe for the beams and the footings and divide by 21 ( standard length of pipe). This will give you the amount of pipe lengths needed required for the installation. 4 Concrete for the footings = approximately 2.7 cubic feet per post. MAXIMUM SPAN = 10' USING #40 GALVANIZED PIPE ZHANG M 24" Recommended Safety Installation Procedures: 1 Installer must insure that all sharp extrusion edges should be buffed and smooth to avoid injuries from sharp extrusion edges. 2 All pipe ends should be capped using a 1-1/2" PVC slip caps. 3 When ground mount racking is installed in common areas, it must be properly lit to avoid injury from people walking into it. 4 If installed on steep slopes or unstable soil, footings should be sufficiently sized or engineered for these conditions. 5 Observe all electrical safety procedures and ensure proper grounding as established by both the module and inverter manufacturers. 6 Insure all support TEE set screws are properly tightened and always use schedule #40 galvanized pipe (fence post is not recommended). Torque rating for Holleander tee fitting = 17 ft. lbs. Page 6 of 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: All information contained In this manual Is property of Professional Solar Products (PSP). TIIeTrac® is a registered trademark for PSP and Is covered under U.S. patent #5,746,029. Roof Trac® and FastJack® is a registered trademark for PSP and is covered under U.S. patent #6,360,491. t! •I i� x m 2 7CubKFtlq;n "p r <�; 4' dpprOX. support Concrefe -. 'fin. Rail Footings - Didmeter ' Cored P (depends on slope) MODULES ENGINEERED WITH 12-� Footing THE GroundTra& SYSTEM: BP Solar Sharp r 4Pr < tihs Ka ' j s 3�l/P�� ' Day 4 SunPower �IVjitSUbr Spar , , .mow BP Day 4greel5 AGE Kyocera Evergreen (Spruce) SolarWorld phi 185y yWorldr :� P't�wker u h R 4 TR �R'13.6dR136D' °R124D ti; GE Energy SUntech Rail Size R 136D; 36D r�R13GD < R124D' R124D . R 124p Kyocera Clamp Size CL968 Cfh°810Cls81i) 01;332 '4 X181"0 0358' C16g6 01396 kC1368 Mitsubishi professionalSOLMproduc!s� Grounditc® ,Page 5 o Specifications are subject to change without notice. All artwork ©2006 Professional Solar Products, Inc. Roofrrac@, GroundTraac@, SotarWedge@, FastJack@, TileTrac@ and FoarWack@ are registerd e trademarks with the USPTO. Several products listed in this order guide are covered under Patent #5,746,029, #6,360,491 or both. Date oforiginal publish: 0724/06. Revision 09114/06. • • 0 • 0 3.1 Mounting and Anchoring Models PVP4600, PVP4800 and PVP5200 1. Locate the wall studs in the desired location and align the mounting bracket over the studs. Mark the mounting holes. Ensure that locations A and B (see Figure 3-1) are aligned over the wall studs. 2. VERIFY THE BRACKET IS LEVEL. Ensure points A and B are aligned with the wall studs. Drill 1/8" pilot holes for the screws. Use heavy-duty 1/4 inch x 2 inch coarse thread lag screws to secure points A and B to the wall. Use an 1/8" screw to secure point C (see Figure 3-1). Figure 3-1 V-shaped Mounting Bracket 3. Carefully hang the inverter on the upper part of the bracket. The hooks located at the rear of the inverter should hang over the bracket. 4. Verify inverter is level. 5. For the PVP4600, PVP4800, or PVP5200 models, remove the four screws on the lower lid to access the electrical connections. There are no user serviceable parts in the upper portion of the inverter. 6. Locate the two inverter mounting holes below the power board (see Figure 3-2). Insert the two mounting screws through the inverter and tighten securely. C PV Powered, Inc. provides a limited warranty for your residential or commercial inverter and optional data monitoring module for defects caused by material or manufacturing flaws. The inverter and the data monitoring module must be installed and maintained by a qualified installer in order for the warranty to be valid. 6.1 Terms of Coverage The warranty period for the inverter is ten years, and the warranty on the data monitoring module is one year, each beginning on the date of purchase by the original end user. 6.2 Coverage PV Powered will, at its option, repair or replace the defective component(s) free of charge, provided that you notify PV Powered of the defect during the warranty period, have a dated proof of purchase, and PV Powered determines that the defect is covered by the limited warranty set forth, above. PV Powered reserves the right to inspect the defective component(s) and determine if the defect is due to material or manufacturing flaws. PV Powered also reserves the right to charge a fee for service time expended if the defect is not due to material or manufacturing flaw or is not for some other reason subject to this limited warranty. • PV Powered will, at its option, use new and/or reconditioned parts in performing warranty repair and in building replacement products. PV Powered reserves the right to use parts or products of original or improved design in the repair or replacement. If PV Powered repairs or replaces a product, its warranty continues for the remaining portion of the original warranty period or 90 days from the date of the return shipment to the customer, whichever period expires later. All replaced products and all parts removed from repaired products become the property of PV Powered. For defects covered by this limited warranty, PV Powered will provide, at no additional cost to the customer, both parts and labor necessary to repair the product, and return shipment to the customer via a PV Powered selected, non -expedited, surface freight carrier within the United States and Canada. • r 1 L_J 6.3 What is Not Covered PV Powered does not warrant its products from any and all defects or damage caused by: • Normal wear and tear. • Shipping or transportation damages. • Improper installation. • Improper maintenance. . • Excessive voltage or current conditions from the electrical grid or PV panels. • Exposure to unsuitable environmental conditions (including but not limited to dam- age due to lightning strikes, storm, fire, flood, etc.). • Unauthorized or abnormal use, repair, modification, or operation. • Negligence or accidents. • Material or workmanship not provided by PV Powered or its authorized service centers. This warranty also does not cover costs related to the removal, installation, or troubleshooting of your electrical systems. 6.4 Disclaimer and Limitation of Liability • EXCEPT FOR THIS EXPRESS LIMITED WARRANTY, PV POWERED EXPRESSLY EXCLUDES ALL WARRANTIES WITH RESPECT TO THE INVERTER AND DATA MONITORING MODULE, EXPRESS AND IMPLIED, INCLUDING BUT NOT LIMITED TO THE WARRANTY OF MERCHANTABILITY, THE WARRANTY OF FITNESSTOR A PARTICULAR PURPOSE, AND ANY WARRANTIES THAT MAY HAVE ARISEN FROM COURSE OF DEALING OR USAGE OF TRADE. TO THE MAXIMUM EXTENT PERMITTED BY LAW, PV POWERED'S AGGREGATE MONETARY LIABILITY TO THE CUSTOMER FOR ANY REASON AND FOR ANY AND ALL CAUSES OF ACTION, WHETHER IN CONTRACT, TORT OR OTHERWISE, WILL NOT EXCEED THE AMOUNT PAID TO PV POWERED FOR THE INVERTER OR DATA MONITORING DEVICE. PV POWERED WILL NOT BE LIABLE TO YOU.UNDER ANY CAUSE OF ACTION, WHETHER IN CONTRACT, TORT OR OTHERWISE, FOR ANY INDIRECT, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR PUNITIVE DAMAGES, EVEN IF PV POWERED HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. THE ORIGINAL PRICE FOR THE INVERTER AND DATA MONITORING MODULE AND PV POWERED'S OBLIGATIONS UNDER THIS EXPRESS LIMITED WARRANTY ARE CONSIDERATION FOR LIMITING PV POWERED'S LIABILITY. � I Specifications PVP3000 PVP3506 PVP4600 PVP4800 PVP5200 M ximum DC tnp t Votags OC Voltage Operating Range (V) 170VDC-450- VDC" 20OVDC- 205VDC- 20OVDC- 24OVDC- 450VDC 450VDC 45OVDC 450VDC $ i DC�MPP angle (u), , 1=70VDC38` V r 0 U©RC 205UDC- 20OV .:G- 24OUDC 380,U®G _ 80 8KUV,DC 380UDC DC Imp Maximum Current (A) 18A 18A 25A 26A 25A DC 1 a Maximums u 26 26AMINIMMI4�8 AC Operating Range (V) 211V- 264V, 211V- 183W 264V 229V 211V- 264V 211 264V ASF equencyRanxge Hz) � w9"3Hz 6`0�5Hz AC Nominal Voltage (V) 240V NOV I 208V . 240V 240V No .m'�'1'®uft4Fre • uenc. ,� � 60FIz� > Synchronization in Rush Current < 2.OA 8AA "991 >.OKat �t �#' ti �' � � � • � � M -W " AC Maximum Continuous Current (A) 13A , 15A 23A a mmeedKB eaker�S ze� 2O d 30 ' ..ec nd }{A.. Ka �E4.sCN'G.Y.a(P»S"'3':f5 Output Overcurrent Protection 20A 26A Contnuo sOutp `twer�;atfs, 3000 3500 Maximum Continuous Output Power 3000- 3500 (Watts) 4 0 ;48.00 ` 5200. 4600 4800 5200 "a � Enclosure �.� t '_ Ste�eI�NEMA R to 11L'50 StanardsWIN AlummumSE A,3R to 600 4, Stama nd's Dimensions (W x D x H) 16" x.7.5" x 21.75" '18.125" x 8.875" x 26.375" ghl'b Cooling tM I W8"51bs LW g1851bs Natural Convection - Heat Sink Ambient Temperature Range -25°C to +40oC -�;M vr�onm�entalRating`NEMA Listings UL 1741, IEEE 1547, IEEE 519, IEEE 929, IEEE 620 Table A-1 (continued) PVP3000 through PVP5200 Specifications Abnormal Specifications The specifications .listed below are classified as abnormal and'are not representative of normal operation. Abnormal Specifications PVP1100 PVP 1100 PVP2000 R' 1 r ' Table A-1 (continued) PVP3000 through PVP5200 Specifications Abnormal Specifications The specifications .listed below are classified as abnormal and'are not representative of normal operation. Abnormal Specifications PVP1100 PVP 1100 PVP2000 PVP2000 PVP2500 PVP2800 PVP5200 EVR,- EVR 1166 O 6.OSms 88:A-pk 8'8 A; • k Mome�ntarycurrenransnt obtained. d nigabnormal operas tion 1,0D%kv'0 4, mss . w142 A'pki/ 0663 ` s 88 A pk' < 166yA-pk! 0 608 m Maximum input source backfeed current OA to input source OA Abnormal Specifications PVP3000 PVP3500 PVP4660 PVP4800 PVP5200 Monne tary=current transie it obtametl �, dunng abnormaltoperato 1166 O 6.OSms 88:A-pk 8'8 A; • k 88 A pk 88 A pk x Maximum input source backfeed current t to input source OA PV Powered • http://www.pvpowered.com/inverter_pvp4800.php ! J iF1 Menu Operations Manual 19 Quick -Install Guide 19 View as PDF 14 String Calculator Warranty Information How To Purchase MERMIM Caltutatm invortni moduio•& Pv string data, STPJNQ CALCULATOR i • J I of 2, PVP4800 Residential Grid -Tied Inverter PV Powered inverters deliver maximum energy harvest from your PV system with high reliability and industry-leading efficiency. Significant software integration and a modular design combine to create a scalable platform with fewer components and higher uptime. By employing fewer parts and ensuring those parts are of the highest quality, PV Powered has created a line of residential grid -tied inverters that spend more time generating electricity and less time being repaired. Should repairs become necessary, PV Powered residential inverters are backed by a service reimbursement program unparalleled in the industry and a proven track record of RMA or field service repairs that will get your PV system back up and running promptly. Additionally, performance monitoring is available which includes low cost, secure web -based access to your system's status and performance history. With the PVM1010 option, -you can maximize your system uptime and protect your solar investment. Features Highest reliability • Significant software integration versus complex hardware design • Lowest part counts and fewest interconnects eliminate common failure points • Field -proven with thousands of units installed nationwide Maximum energy yield • Industry leading CEC efficiencies • No thermal fold back or power de -rating • Advanced 5th generation silicon • Optional performance monitoring hardware • Improved start up, shut down and MPPT algorithms deliver increased energy Easy installation • No neutral required with three wire AC installations meeting the revised UL1741 standard • Field -configurable grounding scheme with simple jumper selection • 10 knockouts for a variety of conduit routing • Enhanced text based display • Aluminum anti -corrosive NEMA 311 enclosure Installer -focused support • No special, clubs or purchase requirements to get the best technical support in the industry 5/8/09 2:27 PM PV Powered • • • http://www.pvpowered.com/inverter_pvp4800.php • Live phone support • $150 service reimbursement that sets the industry standard for RMA compensation 0 Electrical Specifications Continuous Power Output (watts) Weighted CEC Efficiency (%) Maximum DC Input Voltage (VOC) DC Voltage Operating Range (V) DC Isc Maximum Current (A) DC Imp Nominal Current (A) AC Nominal Voltage (V) AC Operating Range (V) AC Frequency Range (Hz) AC Maximum Continuous Current (A) 0 Mechanical Specifications NEMA 311 (Outdoor Rated) Sealed Aluminum Enclosure Wall Mounted with Included Bracket Weight (lbs.) 0 Agency Approvals 8 UL 1741 Nov 2005 Revision, IEEE 1547 Compliant, FCC Class A'& B Home Products Installation Support MyPVP Account About Us © 2009 PV Powered, Inc. Legal 4800 96 500 200-450 48 26 240 211-264 59.3-60.5 23 Yes Yes 135 Yes 2 of 2 5/8/09 2:27 PM • • NSUNTECH Solar powering a green future" 180 Watt MONO -CRYSTALLINE SOLAR PANEL Unique Suntech Back Specia design on drainage holes Features and rigid construction prevents • High conversion efficiency based,on leading innovative frame from deforming or breaking photovoltaic technologies; due to freezing weather and • High reliability with guaranteed t3% power outputxolerance i ensuring return•on investment • Withstands high wind -pressure and snow load (passed IEC,5400Pa, mechanical loading test),,and extreme temperature variations 4.A d Quality,a'nd Safety • 25 -year power output transferable warranty . • Rigorous quality control meetingahe hlghesf international standards„ ` • ISO 9001:2000 (Quality Management -System) and ISO 14001:20041 (Environmental Management System) certified factories r 1 manufacturing world class products +' • IEC61215,1EC61730, conformity to CE Recommended. Applications x� • Residential roof top systems .' • On -grid utility systems w • On -grid commercial systems t°CE Unique Suntech Back Specia design on drainage holes Surface Field (BSF) structure and rigid construction prevents and anti -reflective > m frame from deforming or breaking coating Increase cell due to freezing weather and conversion efficiency y:1. other forces Advanced cell texturing and passivation processes Improve module low light irradiance performance and provide more field power output Suntech was named Frost and Sullivan's 2008 Solar Energy Development Company of the Year 0 i SUNTECH Solar powering a green future' Electrical Characteristics Characteristics STP1 86S-124 Ac STPUSS24/Ac' STP117'0S-24/Ac Open - Circuit Voltage (Voc) ............ .... .. .. ................... ... .......... ... ............................ 44.8V ................................................ 447V . . ......................................... 44.4V .............. ............... Optimum Operating Voltage (Vmp) .. ..... ... ...... .. .. .. .. .. ..... ... .... .. .. .......... 36.OV ..... .. .. ... ... ... . .......... ... I .... 35.8V ... ... ... .. .. ...... I ........... 35.6V ....... I.. . .... . .. ... ... ... Short - Circuit Current (Isc) .......... ... ............ ... ...... .. ...... .. ....... ... ............ 5.29A .. ... .. .... ... I . .......... ....... 5-:.3A ... ........... . . . ............ ... ... .. ... ... ... . 5.15A ............... .. .... ........... ....... Optimum Operating Current (Imp) . ... ............... .. I ... .... .. I ... .. .. ... ... .. ....................... 5.OA ... .. .. .. ................ ........... 49A ......... . . ........... ....................... ........ I ...... . 4.8A Maximum Power at STC (Pmax) .. ..... ......... .. .. .. .. ..... ........... .. ... ... 180Wp .. .. .. ........ . ... ... 17!.Wp ....... ... .............. .. ....................... .............. 170Wp .......... .... .. ... ... ... ... ... ... ... ... ... . . Operating Temperature ........................ .... I—— ... .. ............... ................... -40*C to +850C ........................................... -4000to +851C . . ............... -400C to +851C .................... Maximum System Voltage ...... I .............................. . .. ... ... .. ... ........ I .................. I OOOV DC ... ... ................................. 1 OOCV DC .. ........ .. . ............................................. ..... I .......... ...................... 1000V DC Maximum Series Fuse Rating .......... ....... .. .. ........ .. .. .. .. ... .. ... ... ... .... 15A .. .. .. .. .. .. .. .... ................. .. 15A ... ....... I ......................... 15A PowerTblerance ±3 % ... .. . . .... ...................... ±-.% .. . .. ... ... ... ... ... ... ... ... ... . ±3 % STC: Irradiance I OOOW/m', Module temperature 250C, AM=1.5 Mechanical Characteristics ise,179.81 8 , 129.81 Solar Cell Mono -crystalline 125x125mm (5inch) Junction b= ....................... )4�[O_� Mountir a pl.. Note.mm [inch] Current -Voltage & Power -Voltage Curve (175W ) 1000W/m' 800wiffe 4 - -------------- 600WIrTV t: 3 u Specifications E-MAPH 0,Rw Voltage(V) ige without further notice No. of Cells 72 (6x12) ........... ...... ............................................ ....... ... ...... ................. 11 Dimensions I . . . . . ...... 1 . 580 x8 0 . 8 x 3 5m m 6 2.2 X 3 1 . 8x 1 4 i nc h Weight 15.5kg (34.1 lbs.) .. ... ... ... ... ... ... .. ... ............................ .. .. .. .............. Front Glass 3.2 mm (0.1 3inch) tempered glass .. ... ... ... ... ... ... .. .... ...................... ........... .. .. .. ..... .. ... .. ....... Frame Anodized aluminium alloy .. ... ... .. I ... ... ... .. ................ ...... ............... I. .. .. .. .. ................... Junction Box I P65 rated .. ... ... ... ... ....... .. ... ... ........... ...... ........... .. ..... .. .. ... .............. ci 5 E WS . . M LAPP 4.Omm'(0.006inch), asymmetrical lengths (-) Output Cables 1200mm(47.2inch) and (+)800mm(31.5inch), MC Plug Type IV connectors Temperature Coefficients Nominal Operating, Cell Temperature (NOCT) 45±20C ............................ ................................................................................. Temperature Coeft tient of Pmax -0.48 %/*C ............................ ................................................................................. Temperature Coeff tient of Voc -0.34 %/oC ............................ ................................................................................. Temperature Coeff tient of Isc 0.037 VC Temperature Dependence of Isc, Voc, Pmax Cell TOrnperAture(-Cf i I, ILE gap Cell TOrnperAture(-Cf e , ` NOTES . RESIDENTIAL 047-250-202-0681 PERMIT NO. _ BOND_, JAMES L i Z.S TALON DR, CHICO NEW SINGLE FAMILY i 4 l I Z_ 7 x 03 •M,li _ -rl, SPECIAL CONDITIONS -�i- CHECKED BY - OS OD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ' r SPECIAL INSPECTION ITEMS ' VERIFY USE PERMIT CONDITIONS ' •,} SUB -STANDARD HOUSING LETTER - OFFICE COPY ` I Address , GAS Meter B y Date ELECTI / r Meter By i ( JOB FINALED (Date) # Signature J=OK 0 = Not OK - = Not Applicable . = Not Ready , er RESIDENTIAL -(Single & Duplex) Date U D FLOOR (Plans) OK except #'s Pl"ning-Setbacks-EaseryientiFlood-Slope tg , Main; Soils-Elec. Gr .-/&L P' Ftg. Depth 3. F ., Garage; Soils-Steel-Elec. nd.-y% P' Ftg. Depth 4. fig., Porches & Decks; Soils -Steel-/ P' Ftg. Depth W02mwalls, Main; Steel-Blockouts-Wrapped 6. temwalls, Garage; Steel-Blockouts-Wrapped ft4lold Downs and Special Anchors LoeD.W.V.; Fall -Fitting -Test -2 Way C/0 -Se er Test j 43 110.0 df Gas Pipe; Size Anchors -Yard G W Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground ' 13 Plenums & Ducts; Clearance -Material -Support -Ins. irders-Sills-Anchor Bolts-Joists-Vents-Crippies Access & Ventilation 16: Insulation Date Chard BB -1 / Date Card B-1 Date Car -1 ' Date Card B-1 Date PCU jNG (Permit) OK except #'s . ter Htr.: Vent-Access-Combustion'Air Baffle (1WYfater Pioe: Test & Anchor -Nail Protection ' ' D.W.V; Test Fittings & Anchor -Nail Protection ShXver Pan; Test, First Floor -Tub Access Sixe & Anchors ;ler; Test DateZ,J, {) Card B-1 Date Card B-1 Date rte,Card B-16 1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s /xture & Transformer Clearance -Ins. Protection FWc. Receptacles Spacing -Lights & Switches at Doors ZV5ize Boxes & No. of Conductors Stapled mex Installed Close to Edge of Studs & C.J. 21KWip. Ground made up w/Mech Fasteners -Bond Gas & Water 2Y p liance Circuits in Kit en & Conductor Size QFI Meed Wire Size /ga C r AI-A.C. Wire Siz or Al _ 3N—Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu 6r -Al Insulated Neutral ❑ Yes ❑ No 9R-. S ice -Riser Conductors & Ground Main Disconnect 30"Equip. Clearances Panels-Motors-Mech. Equip. 3d- CI thes Closet Light -Shower Light -Spa Light Smoke Detector Date 7`r (� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s ,0. Ducts Insulation & Support t Fan, Exhaust above insulation 3 . CXdensate Drain & Overflow, Size & Grade 3 y(nace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4 . Attic Access & Platform if Furnace in Attic ' • - Date `�, 11 t Card B-1 • Date Card B-1 Date Card B-1- Date Card B-1, Date FRAMING (Permit) OK except #'s S)IFs Proper Materials & Anchors 42!"'Walls Studs -Nailing Spacing & Braces -Plates -Sound- ' aring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs x ( eaders & Beams -Size & Bearing -' Date ng. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Fkeplace Ties or Type A Flue -Fireplace Throat Clearance jj3ic Access; Size & Romex Protection -Draft Stop -Ins. Baffles . pgrm. Windows or Exiting Doors -Sill Ht. & Dimensions rape Fire Protection Framing -RC Channel W . Doors -One 3' -Check Garage 3rd Story, 2 Exits �. airs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 8T:• ' ing-Nailing Veneer 8 cco Mesh -Drip Sc Area -Glass nderflr. Access 69! Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wall - 'ndows Date , e Card B-1 Date Card B-1 Date S0, U4 C B-1 Date Card B-1 Date FI L lans OK except #'s xt teps-Door & Sidelight Protection -Landings oke Detector Fu p�ace Vents -clearance -Comb, Air -Connector- , (iZage; Above Floor-Ducts-Mech. Protection F.I. & Bath Fixtures & Tub Access -Spa EI : Trim & Subpanel, Breaker Sizes & Labels rs & Rails replace or Stove, Clearance -Hearth fzlec. Outlets at Wood Panel, Int. & Ext. . Ki ixt. & Appliance; Ground -Air -Gap -Cooking Clearance c. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure -t&.- . Duct in Garage-Damoer l./ Wtr tc; Vents -Clearance -Comb. Air Connector-P.R.V, Garage; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location c. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic **-Guard Rails & Deck Construction -Post Caps ,94- Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes Followin Instld./Drive ❑ Yes ❑ No/Walks D Yes ❑ No/Planters ❑ Yes ❑ No 84 -'Stucco Brown -Finish C. Unit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings /Water Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House . Glass Protection ections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates Address Posted Date U1. Card B-1 9 Date Card B-1 Dat Card ,Q—,o Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ` J=OK D = Not OK = NotNoApplic Readyabte MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or/ P' L "ft./ P LPG Carports; Windows -Doors 7. Well Clearance & Disconnect Electric 8. Utility Clearance Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness ' Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting;.15 Volts-GFI . 9. Tie Downs -Type -Installation Cert. 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -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.. Verifv #'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 #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness ' Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting;.15 Volts-GFI . 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- 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 COUNTY, OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION rf . `7'CoU(4 Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 MIT1 o'. (Rev.19/ 6) APPLICATION AND PERMIT �3 F1 ASSESSOR PARCEL NUMBER 047-250-202 ZONING 1zR_1 BUILDING PERMIT OWNER BOND o JAMES & L(AI�-fl?h TELEPHONE SO. FT. OCC. BUILDING VALUATION 3699 R (t.54 199,746.00 - OWNER'S MAILING ADDRESS -2322 EAMN VIUAGE DR. CHIGO 1010 U 018 180,180,00 CONTRACTOR'S NAME ER TELEPHONE 1 pA A S53 C @11 l' 1 ! f7 `! 1,W, CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER ` Fireplace 1 5!A' 00 LENDER'S MAIUNG ADDRESS Total Valuation $ !Q9711; Al R M ARCHITECT OR ENGINEER LICENSE NO. ' Filing Fee $ 20.00 Permit Fee $ IyO84.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 7011tin BUILDING ADDRESS TALAN DR. C nco Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1831.60 LAT NO. 2 SUBDIVISIONS NAME PM 14A_Q7 Qo 111Ar PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 126. USEOFSTRUCTURE SF R Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15 (x Each gas water heater or vent 15.00 TYPE OF WORK _ New O Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ TT Describe Work: �, RT)RfYW T.TT'T-AT)Aflr Gas piping system 1 - 5 outlets 15.00 1 fir Building sewer 15.00 15 Mobile Home S G W @20.00 PERMIT FEE $ FLD0D:A,0310D SRA CSA 87 ELECTRICAL PERMIT Filing Fee 20.00 RLE Main Service 20.A OR LEN 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200/L TO tOooA 46.00 NEw CONST. ( DW ."NG UP.S. 3.5Q FO'164.82 C_ /- . 82 tJ�i C OR ADDNS.NEW CONST. MuCOunET NON•RESID. @7.50 POWERLE APPARATUS S SINGOUTLET CIR. Ex. Occu s20 p 1.00 OUTLET OR FIXTURES NS Ex. Occup. oFurLEEDrs RES D.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 207.82 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. .. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall ` not employ an person in an manner so as to become subject to workers' P Y Y P Y � compensation laws of California, and agree that if I should become subject to the. workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ,{ 1I P�(Y` Date _I �� dJ V Signature of Applicant - 1A Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 20.00 Cooling 25.00 Hood 6.50 6.50 Ventilation 4 4.50 18.00 PERMIT FEE $ 89.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ K3� CONST. TYPE VN TOTAL FEE $ 29395.92 HAZ. --- I D. FE IMP t� FLOOD X�A CDF pggOEL pp HD IS - SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B / Y I Date1PIAD Y PERMIT EXPIRES ON Date j Receipt No. 369790/$801.015 /.3X 53a ! ",cl WHITE-D.D.S.-B.D. CANARY-ASSESSOfil PINK -INSPECTOR GOLDENROD -APPLICANT f + , f NOTES RESIDENTIAL 047-250-202 03-1741 PERMIT NO.. BOND, JIM Z TALON DR, CHICO CONT: SQUYRES, WILLIAM j FIRE SPRINKLERS d3- SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 0'24T 22. as Pipe; Sixe & Anchors Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors t! 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or At Insulated Neutral 0 Yes D No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except Its 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing _ 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive O Yes O No/Walks 0 Yes O No/Planters O Yes O 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: J -OK 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/O-Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility 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-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval 8. Gas and Electricity Tagged 9. Tie Downs-Type-Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements-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 #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION I County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541� ' jPER n�'yTt rO� (Rev. 12/96) APPLICATION AND PERMIT V/ ASSESS , DE UMBQi `'Z�" /� r Z(.) �/ 3 `J+► L ZONING BUILDING PERMIT owN 1� !1 Lot'.or-J _._li O� 41 7 SO. FT. OCC. BUILDING VALUATION OWNER tTRESS (J„\ a"'t; 11 c. f I Y 0. 504$.00 @1,60 8,076.80 CO � SIE 1 ELEPHONE 1012 COM RTI g ADDRES x I 1� r 11 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ $ 076.80 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 108.40 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 70.20 BUILDINGADDRESS T� }� r I ✓� Energy Plan Checking Fee $ $ / PERMIT FEE $ 198.20 LOT NO. SUBDN6IOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 USEOFSTRUCTURE SF 91 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑{R{emodel ❑ Utilities ❑ Installation [3Other Describe Work: }+� y.�0 r-11rt =II,C \ry 1 ,l C LL �, fi��lYlRlif !S145*ty+n Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 500V Main Service OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i itrqull fo c and effect. ^� % 2 O (� License Class "' UI E CCC.....��� A OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DwF r OCCUP. SO OR ADDNS. 8 ACC. BLDS. 3.5Q FT, T. I.1o" N.RESID. MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. Bn� p 1.00 OUTLET FIXED APPLNS. OR 5.00 EX. Occup.ouTLErs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �( I certify that in the performance of the work for which this permit is issued, I shall f1 not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall lJorth comp ith thos Phesions. r� X Date ") �.J Signature of Applicant - ❑ Owner A C214trilctor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 198.20 W,Z. D• FEES IMP __ ___ ___ FLOOD ____ CDF PARCEL __ ____ PD HD _ ISSl1E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B (� {, -� Date , Y PERMIT EXPIRES ON J Dene Receipt No. ?'��� Y WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT El3060 Thornt`ree Drive #10 • Chico; CA 95973 (530) 894-8833 voice • (530) 894-8882 fax email: cj@r-c-e.com Butte County Building Department Building 7 County Center Drive Oroville, CA 95965 (530) 538-7541 RE: Bond Residence APN # 047-250-202 Building Permit #:03-0681 3322 Eaton Village Dr. , Chico, CA 95973 To Whom It May Concern, It has been brought to our attention that the.electrical service panel has been installed within a shear wall panel. It has been determined that a sufficient fix is to install shear ply to the interior side of the master walk-in closet wall. The paneling and nailing shall be as specified for a shear wall type 1 as found on detail 1 of sheet S6.lof the structural details. Thank you for the opportunity to be of service. Please contact us at' the address and number above if you have any questions. Sincerely yours, Charles J. Roberts, PE INSULATION CERTIFICATE Job Number: 3511 Jim Bond 25 Talon Drive, Chico, CA Contractor/Owner Name Job Address (street, city, state) Butte County Subdivision Name Lot Number DESCRIPTION 1. ROOF Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): - 2. CEILING Batt or Blanket Type: Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): 12 Thermal Resistance (R -Value): 38 Loose Fill Type: Fiberglass Brand Name: Johns Manville/Knauf Minimum Installed Weight/ft .642 lb . Minimum Thickness: 15.5 inches Installed weight per square foot to achieve Thermal Resistance (R -Value) of. 38 3. EXTERIOR WALL Frame Type. A. Cavity Insulation Material: Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): 6.25 Thermal Resistance (R -Value): 19 B. Exterior Foam Sheathing Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): 4. RAISED FLOOR Material: Fiberglass Brand Name: JohnsManville/Knauf Thickness (inches): 6.25 Thermal Resistance (R -Value): 19 5. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth: 6. FOUNDATION WALL Material: Thickness (inches): Brand Name: . Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R -Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Ener ffidency Standards for residential buildings (Title 24, Part 6, California Code of R lations) di ated n t e Certificate of Compliance, where applicable. 2. 3. and 4 Chico Insulation and Fireplaces Item Number's ignature and Da Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number'•s Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner rLULKAL LMLKULNUY MANAULMLN I AULNUY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1.7. O.M.B. No. 3067-0077 Expires December 31, 200: SECTION A - PROPERTY OWNER INFORMATION For Insurance Company use: BUILDING OWNER'S NAME Policy Number James and Lori Bond BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number Talon Drive CITY STATE ZIP CODE Chico CA 95973 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 047-250-202 & 203 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( W - $W - ##.##' or ##.#####) ® NAD 1927 ❑ NAD 1983 ® USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNRY NUMBER 82. COUNTY NAME B3. STATE 060017 Butte CA B4. MAP AND PANEL 214. 0 ft.(m) co B7. FIRM PANEL 216.6 ft.(m) B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flooding) 06007CO310 D April 2D, 2000 April 20, 2000 X 215.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designafion Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on, ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations—Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, ARIAH, AR/AO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum 1929 Conversion/Comments Elevation reference mark used RM 3 Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No ❑ a) Top of bottom floor (including basement or enclosure) 214. 0 ft.(m) co ❑ b) Top of next higher floor 216.6 ft.(m) C] c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) o 0 ❑ d) Attached garage (top of slab) 215. 1 ft.(m) C3e) Lowest elevation of machinery and/or equipment u, servicing the building (Describe in a Comments area) 215.2 ft.(m) E m ❑ f) Lowest adjacent (finished) grade (LAG) 213.5 ft.(m) M ❑ g) Highest adjacent (finished) grade (HAG) 214. 6 ft.(m) d ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 8 ❑ i) Total area of all permanent openings (flood vents) in C3.h 1875 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. t understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER Wesley E. Gilbert R.C.E. 31689 TITLE COMPANY NAME Principal Gilbert Engineering ADDRESS CITY STATE ZJP CODE 70 Declaration Drive, Suite 101 Chico CA 95973 SIGNATURE / /_ /i/l / / DATE July 7, 2004 530899-9503 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Forinsuranoe Company Use: BUILD4G STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number Talon Drive CITY STATE ZIP CODE Company NAIC Number Chioo CA 99973 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS Item C3.a –This is the average elevation of the existing ground in the building area; Item C3.e – HVAC condenser unit pad The Base Flood Elevation was determined for the adjacent Flood Zone A using the FIRM Map, Quad Map and Parcel Map recorded at Book 148, Maps, pages 97 thru 99, Butte County Records. The building is located adjacent to, but not in Flood Zone A ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E5. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the boftom floor (including basement or enclosure) of the building is _ft.(m) _in.(crn) ❑ above or [:]below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6$ with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade._ (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The lord official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communitywissued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G9. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS —ft(m) Datum: _ ft.(m) Datum: FEMA Form 81-31, January 2003 Replaces all previous editions Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive , Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds ADMINISTRATION " BUILDING * PLANNING February 17, 2006 Jim Bond 25 Talon Drive Chico, CA 95928 RE: Building Code Violation Location: 25 Talon Drive, Chico A.P. # 047-250-202 Dear Jim Bond: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to final permit for New Single Family. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Bill Barron in this office at the address or telephone number listed above. Sincerely, 4 Bill anon Supervisor, Building Inspection BB: ajf bVl � • 1� •64 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP050336 B. C. Building Permit 01-16-04 pq 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 02/18/2005 APN: 047-250-202-000 the Business and Professions Code, and my license is in full force and effect. License Class : <:?- f -� icense Numbe . Site Address: 25 TALON DR CHI d �c�� Date^�Contract b Map Index: Description: NEW GUNITE POOL, MASTER # 01-510 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BOND JAMES L &LORI J permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 3322 EATON VILLAGE DRIVE signed statement that he or she is licensed pursuant to the provisions of CHICO, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95973-5831 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: SUNSHINE POOLS Code: The Contractors' State License Law does not apply to an MERLO, RALPH owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 2185 W SACRAMENTO AVE provided that such improvements are not intended or offered for CHICO, CA 95973 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-345-4254 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Pfofessions Code. The Contractors' State License Law does Contractor: SUNSHINE POOLS not apply to an owner of property who builds or improves thereon, MERLO, RALPH and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 2185 W SACRAMENTO AVE ❑ I am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95973 530-345-4254 Date: Owner: License M 356457 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: El have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy u: Valuation: $0.00 Census Code: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, pj and agree that if I should become subject to the workers' �� compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicantsa/45.7 WARNING: Failure to- secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation,/aages as provided for in Section 3706 the Labor code,.i=ratt'e COhSTRUCTION LENDING A ENCY This permit is ereby iss: e e e a plicab provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the the for this is issued (Sec 3097 Civ.) Resolution o do work(ei dicate above for w1hi6h fees have been paid. m performance of work which permit BY: Date: Name: PERMI IRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner. or the y 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 substa ce f n o tial form docu nt o tte County. I hereby authorize represe Ives of Butte CountLto ennt�e✓r uu-on the above mentioned property for inspection p pose . Print Name: r /� Signature: Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pq 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.netldds "PLEASE PRINT CLEARLY" OWNER Last Nameab i m� AddressAa S LAN P Citycq CO State C4 Zip' 16_7I7 Phone& � � a6 Fax E-mail CONTRACTOR Name Address t2/ s — 0. s+C7z) V6 City <::::yq/ Cp Stat 'r 4 Zip17S 5' Phone3e/��S- Fax3 �57_e � E-mail Lic. � 45117 Mr APPLICANT NAME ARCHITECT/ENGINEER NameCt�fi /V/ ,QSS�, I Address City Phone State Zip Phone Page ?� l Fax E-mail State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APP (CANT SIGNATURE X For office use only: ANcf ! 7 — :�SZ) —020 0:)L C� Zoning Sj'��� Flood Zone 1A SRA es No Occ. Policy Number Y_a Tye Const iW Subdivision Name Map Book ft.p�_DS ! Page ?� l Lot # 2 Plan r y- rS Ibt� Date Approved: 2—(7-ZU"5' OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. 05-6336::, BP BIN # LOCATION ANcf ! 7 — :�SZ) —020 0:)L C� Property Addre, G_ Cily�yl C b �✓ Cross Street /�EEA:7,E"4. �. WORKER'S COMPENSATION Policy Number Y_a Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: )VF- c7 aZI Al<T,--- j�0L �-r *- Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: 1P Amount: 1 0 �lJ• ` Bldg SRA Receipt #: it q" / U� Sheriff SMIP Other Date REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a ' permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans.and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate; wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department.. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items). ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). Cl 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDIG DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (53.0)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: , Counter Technician: Date: eQ Items required in order to apply for a permit. A I boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. } 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. O 4. Engineered truss details and layouts in duplicate. No faxes!,- ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ -7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form F_ 15. Sanitation and site plan approval from the Environmental Health Department in VI co ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ Q/ ®Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Fore try plan approval ❑ paid. Sent by: (OPlanning approval (A) Use: (B)Parking: (C) Parcel Check: o� - -- 2 7 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... fl26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone _`1 -4_ �T and hold for pickup. I have been infor d of the above items and requirements for obtaining a building permit. hh Applicant: Date: o� 9 1. Index permit application or the above items numberedl Plan Check Letter 2. Additional items required ontractor esigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: O� designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ cou r, Date: Plans reviewed by: Date: Plans approved by: Date: 1117,765 - Structural reviewed N: Date: Structural approved by: Date: Note transfer by� Date: Yellow: Building Division F try _ •' 2 E.H. USE ONLY Plot Plan AttacMdd Roos Man Anachad Sent to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal L— Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist E Date COUNTY OF BUTTE' W C� . DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPROSED BUILDING USE[)>[ 1. BUILDING PERMIT FEES --- Balance Due ..................... $ Q�� --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... 4. URBAN AREA FEES Residential (per unit)..... X $0.03 = $ Sq.Ftg. A.P. # ( 91 , a - DATE Q -� RECEIPT # DATE REC. zyi-376 2-fiso (paid at Building Division) X =$ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER T���— p, r/CLv (J / ., q At time of permit appligogn, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be change4durirA th plan chgckinyKocen. APPLICANT DATE ca _C — O S Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and IO above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) OA, Department of Public Works C o u n t y o f B u t t e ))) J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive p —%%QMWV0W-g Oroville. CA 95965 �L1c WORD (530) 538-7266 ` (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN 9 ACRE] Project Description: 131 Project Location and/or Parcel Number: n /L%- 62 ao - 9— - 03a By By signing below, I, the project owner/owner's -agent; certify that this project WILL NOT DISTURB- 1 ISTURB-l acre✓ or more of land and than -.therefor' doyn�t n e'd 1.0'. -apply -fora Construction Storm Water:Permit from the State of California,�Regional=Wa erg' aii Control Boatd. Phased projects that contain- multiple ontainmultiple site build=outs of:less-than one,•acre:but t?�hen-.combined with subsequent phases total more than= one acre of disturbed --soil- will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provi Signed: Title: Date: C;?- Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 COUNTY OF BUTTE - DEPARTMENT,OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Codity Center Drive • Oroville, California 95965 • Telephone (530)53 -75410_3,Q M�'- (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-250-202 ZONING �P_11 BUILDING PERMIT BOND. JAMES & LORI343-0269 TELEPHONE SO. FT. OCC. BUILDING VALUATION 3699 P. 746.00 OWNER'S MAILING ADDRESS 2322 EATON VILLAGE DR. CHICO 1010 U 8 -1 -80.00 CONTRACTOR'S NAME OWNER LVER TELEPHONE 553 1 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fire lace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1.084.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 70A BUILDING ADDRESS TALON DR. CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1$32.60 LOT NO. SUBDIVISIONS NAME 1 JlAr PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 126.0 y USEOFSTRUCTURE SF Q Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 15.0 Each as water heater or vent 1 5.00 Ina TYPE OF WORK New §P Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:-�E-;��n���T� �-�,G£� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S991-00 IZOOD:A,03?OD Sly', CSA 87 ELECTRICAL PERMIT Fling Fee 20.00 a00V 0" LE Main Service 20.AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. XI, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with tho a provisions. X _ Date 3 r�iJ Signature of Applicant - Owner ❑ Contractor ❑ Agent -� An OSHA permit is required for excavation over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO I 46.00 NEW CONST. OWEWNG OCCUP. SQ V U OR ADDNS. ( ACC. BLDs. 3.54T. -64.82 NON-RESID. MUL 0 TLE. 97,50 OWER APPARATUS a SINGLE OtlILET CIR. 20 OUTLET OR FIXTURES O 1'50 Ex. Occup.6AL @ .so FIXED APPLNS. . OR 5.00 Ex. Occup. ounFrs RESIDEA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 2 MECHANICAL PERMIT Filing Fee 20.00 Heating 20,00 Cooling 25.00 Hood 6.50 Ventilation 4 4.50 18.00 PERMIT FEt $ 89.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE T TAL FEE $ 2„395.92 HAZ. D. FE IMP -- - FLOOD CDF PARCEL PD HD BSU This permit is hereby Issued under of the Butte County Code and/or indicatey a ove for which fees have EXPIRES ON the applicable provisions Resolutions to do work been paid. a O� Date �n1 o� V pg� Receipt No. 36979 01 07-x%C_-RMIT WHITE-D.D.S.-B.D. CANARY -ASSESS O PINK-INSPE OR GOLDENROD -APPLICANT '9 .•mss f . • t, COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDI IVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)5(8-;)40 PERMIT APPLICATION DATA SHEET OWNER: _0 141, 701,OW d 40el ASSESSOR PARCEL NUMBER Oq7 -a?5 ' 117Da d 6�G 3 Proposed Building Use: /VSA Counter Technician: ' V Date: -3 40 - P Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. W 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ,2V2. Complete plans, 3 or 4 sets, signed by the p' reparer of the plans. X3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations._ W4. Engineered truss details and layouts in duplicate. No fazes! )W5. Energy compliance design and supporting documentation in duplicated ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. .J�e�eur ed to the plan review line-up when required items age.A.. ec 'ved. C vation Certificate, wet -stamped and signed, in duplicate...."`" :.......... •02 Qj- ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other The permit will be /' Z- By 7Rema' ing items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ Statement of Intent for Non -heated and A/C Buildings ..................................... 6�. /Sanitation and plot plan approval from the Environmental Health Dep ent in �,i o �-0 3 ❑ G� City of Chico Plumbing permit ........................................... ................... 8. California Department of Forestry plan approval aid. Sent by: J ................... 19. Planning approval for (A) Use: O le— (B)Parking: (C) a el Check: —2L1- ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 2 etter of Signature authorization ................................... . d 7. corded copy of Agricultural Acknowledgment Statement �.'..................... , 2 anufactured home utility clearance............................................................... ❑ 29. xisting violations and/or expired permits......................................................... 3 ❑ Grant eed, ❑ M.H. Title/Statement off Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 1. Other: IrG Slf�►r l►'ti�UL Len issued Telephone and hold for pickup. Ra"Ct'kI have been informed of the above items and requirements for obtaining a building permit. Applicant: ,c Index permit applicationJpr the above items numbered: I Z Plan Check Letter 6Additional items requ ©2/!o//V/�(. rc L EV. I2 O W or Contractor, designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter,b Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by' Date: Structural approved by: Date: O Note transfer by: Date: Yellow: Bui dings ision JI— E.H. USE ONLY Plot Plan Attachad,yci Floor Plan A d San¢ to a.0. ! !_ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance %lo» Or 47-Zso—ZoZ�'Zo3 Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private WellX* Clearance for -dvvetti . Other S ,6a4w7 Zan e, Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 �TSCHEDULE OF FEES DUE OWNER )3 aA1/7 . //a 4161 J� L oi/ A.P. # D�fT PROPOSED BUILDING USE -___-1. 1[ .� r DATE 7 RECEIPT # DATE REC. • 1. BUILDING PERMIT FEES Jq�� �g 53�? 8 ai 3 Balance Due ....................... $ f ,—�—i Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOO ISTRICT FE CQ (paid at is c c la ft c ) �1 3 �l 1 3. SHERIF EES (paid at Building Division) Residential ...................... / x $360.00 = $-36a Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. �4. URBAN AREA FEES (paid at Building Division) Residential—x—=$P Q-)• Ov ?J�S # Gb % l Units Amt. Commercial (sq. ft.) ............ —x—=$— Sq. x=$Sq. ft. Amt. / JZ'5. RECREATIONAL DI TRICT FEELS (p d t i t ) ( ab 6. T ALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) 7 RA FIRE INSPECTION AND PLAN CHECK / �t $89V8. 00 (paid at Building Division) 60' 10''® 3 TER TENDER FEES (Battalion #44—* 0.00 (paid at Building Division) oJi% o �A 87 TRAFFIC FEE 00 .(paid at Building Division) �/ I 3 S3 %2 - IV �-� 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 1J 11® k�>' Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9,, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) Feb 01 02 08:13a ,1'• J4, 14 . ` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BU!�DING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (5 0) 538-754 P R o. (Rev. 12/96) APPLICATION AND PERMIT — ASSESSORPARCE ""' ZONING �—_ BUILDING PERMIT 04 - �S O - o�-Oo1 Z(�3 S 9-1 OWNERn I TELEPHONE y ^SQ. FT. OCC. BUILDING VALUATION 1 OWNERS MAIUNG ADDRESS 3 Zl ?= M• CGMMCTg S AMEO��� ® -..CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S WALING ADDRESS ARCHITECT OR ENGINEER ' ARCHITECT OR ENGINEERS MARJNG ADDRESS r �-6UliowoADDRESS rit Fireplace I I Ua Total Valuation I $ / NO Filing Fee j $ 20.00 Permit Fee Q q , $ Plan Checkin Fee $ Energy Plan Checking Fee $ $ j, 7.&000 .._. *�c PERMIT FEE LOT NO. .� I SUBONLSIONS NAME, 1, — ^ /� PARCEL MAP PLUMBING PERMIT USEOFSTRUCTURE .)I Ac— 20.00 SF Duplex ❑ Mobilehome ❑ Other 7.00 A 6_ Solar or heat pump water heater aPEclry Main Service TYPE OF WORK 15.00 Now a' Addition O Remodel O Utilities ❑ Installation O Other O Describe Work: /� c� �!�✓L �d�//�1�T� �y Gas piping system 1 - 5 outlets L647= A� d31O� 'Buildin sewer 00 Mobile Home I S I G I WT ---I @20.001 c s ►� 8 *pBtAkIT FEE PAXb Ci �3aO SRS >,�� ' ' s 8' q• G� SHERIFF # OTHER *�c PERMIT FEE $ _ PLUMBING PERMIT FilingFeel 20.00 Each Tr 7.00 A 6_ Solar or heat pump water heater 23.00 Main Service Water piping 15.00 Each gas water heater or vent 00 90 Gas piping system 1 - 5 outlets t15. 00 'Buildin sewer 00 Mobile Home I S I G I WT ---I @20.001 OVn.ET OR FIXTURES zo W 1.Oo Ex. OCCLI SAL 0 .50 ovnEAPPEx. Occup. . 5.00 Temporary Service 23,00 Mobile Home Facilities 20.00 _ Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating ,? M I Hood 1 1 6. so I G, S7/ 1 PERMIT FEE I S U Mobile Home Installation Fee $ Energy Inspection Fee $ G oc coN�� �TTPE TOTAL FEE $ - NA2Y/V QAP FLO9% cDF PAR 1 HO ISSUE -- •- This permit is heir issued Li ider the applicable pwovislon's' of the Butte County Code and/or Resolutions to do work Indicated above for which fees have be p By Date PERMIT EXPIRES ON GOLDEN ROD•APPL[CANT aro --•• PERMIT FEE _ pk (, L ELECTRICAL PERMIT Fling Feel 20.00 Main Service LESS so OA OR LESS 23.00 Main Service 200A TO iooOA 46,00 NEW CO -'r. OR ADONS. DWELLING OCCUP. 6 ACC. BLDS. 90 cos . NON -REBID. IO. - uyL.n° ur^t� ) CG�7.SOI fin' OVn.ET OR FIXTURES zo W 1.Oo Ex. OCCLI SAL 0 .50 ovnEAPPEx. Occup. . 5.00 Temporary Service 23,00 Mobile Home Facilities 20.00 _ Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating ,? M I Hood 1 1 6. so I G, S7/ 1 PERMIT FEE I S U Mobile Home Installation Fee $ Energy Inspection Fee $ G oc coN�� �TTPE TOTAL FEE $ - NA2Y/V QAP FLO9% cDF PAR 1 HO ISSUE -- •- This permit is heir issued Li ider the applicable pwovislon's' of the Butte County Code and/or Resolutions to do work Indicated above for which fees have be p By Date PERMIT EXPIRES ON GOLDEN ROD•APPL[CANT aro --•• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 541 �PE (Rev. 12/96) APPLICATION AND PERMIT ASSESS C Ami _ Z^ O ZONING C, BUILDING PERMIT ONE 02/ OWN L/ �OJ,� �� 1J •- )DCL b SO. FT. OCC. BUILDING VALUATION OWNERI S I " anis , 1 a rlV c o CON14 \�/CTOR� E V� S Z] ,076.80 CONT ReI ADORES OX Iu C� CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 8,076.80 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 108.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 70.20 BUILDING ADDRESS -5 I�r'OJ&f, Energy Plan Checking Fee $ PERMIT FEE S 'I LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 9( Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or hest pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 14 Describe Work: � t��OIM 0.� t C �/�►�� f` � C1Tr1Mt,or Sfie Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i 'rrll folk and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELUNG OCCUP. OR ADONS. ( & ACC. BLDS. SO 3.50FT. NEW CONST. MULTI.OUTLET NON-RESID. C @7.50 POWER APPARATUS 8 SINGLE OUTLET US EX. OCCU oun.Er DR FIXTURES 20 20 p 1.00 @ .50 FIXED APPLNS. OR Ex. Occup. ouTTFTs REBID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a'valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall :,,_,,jor,hwicomp ' h thos p isions. P:Nr, Date Gv ©� Signature of Applicant - ❑ Owner A Cc4tr4ctor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 198.20 HAZ. D. FEES IMP FLOOD CDF PARCEL ______ PD HD ISE This permit is hereby issued under of the Butte County Code and/or indicate ab a for which fees ha y PERMIT EXPIRES ON the applicable provisions Resolutions to do work b n paid. 91 D to V De Receipt No. WHITE•D.D.S.-B. . CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT V� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BU DING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (5 0) 538-7541/I� 6) APPLICATIOM AND PERMIT RPAACB,crusot C� �. ��O_ ZO""1° BUILDINGPERMIT L FOOD APws. OR Ex. Occup. OUTLETS SESID.) EA. SO. FT. OCC. BUILDING VALUATION Temporary Service X15ADDAEbi s 4,0 O �o TELEPHONE— ,1{ RS W=. Wirino 23.00 LENDER Fireplace /� Total Valuation S o %c0. Firm Fee S 20.00 ADDR °Nngn WADDRESS Rer+rri ci on ENMNEm L= ucENSE Na Permit Fee S "� AC/QTE TGR EHONE9M L AGING ADOAESS Plan Checking Fee S' ZmDwr P=Ress Energy Plan Checking Fee S S PERMIT FEE s , Di ham. SUMMONS "WEPARCEL PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE >F ❑ Duplex ❑ Mobilehome ❑- Other °P So heat pump water heater 23.00 Water pip 15.00 Each as water he r or vent 15.00 TYPE OF WORK h1,wv ❑ Addition ❑ Remodel ❑ 11 rms; ❑ krstararron ❑ Other ❑ Q r Describe Work: �'(f� l � 1 � P• s^ Gas piping systern' 1 - 5 ets 15.00 Bu&fmg sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Firing Fee 20.00 Lfilit-Sarvice = oa t' 23.00 mF-m Q i _ I U (% Main Se e► TO +000 ► 46.00 NEW CONST: pNELLIq DCCUP. 3.S¢� OR ADDNS i ACC. BLD^ ..,.�Flaw � ( �.. ung? 1 I @7.50 Ex. Occup. OutLET OR FacTti? eAi ® .so FOOD APws. OR Ex. Occup. OUTLETS SESID.) EA. 5.00 Temporary Service 23.00 Mobile Home Faaliiies 20.00 W=. Wirino 23.00 PERMIT FEE I S MECHANICAL PERMIT Firing Fee I 20.00 Hood I I 6.50 I Ventilation 1&bile Home Installation Feeb Energy Inspection Fe" --T-'-Pr:e S DTOTAL FEES 2O -Z. 10. FEES IVP FLOOD COF PAA CEL PD MD 16UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indreated above for which fees have been paid. By PERMIT EXPIRES ON Date H ° - ` - °RESIDENTIAL PLAN ° ` -0 REVIEW GUIDE °.;�:." ° SINGLE FAMILY, DUPLEXAND ° MISCELL4NEOUS0NZY 'O«.ner. Building Permit Number: 19:1 •Plans Examiner*: ,L;/zdq 5,.tn)r)S0r1 A. P. Number: G L ER-�L: if �orung requirements - (number of permitted living units). 42! Plans signed by the designer. To r description of work on the application / cisting violations on the property. Recorded notice of violation. Building permit valuation. LOT PLA`: Complete parcel size and dimensions. Setbacks. side yard. easements. etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special condiEioq on cel Map: Noise ❑ S Fire Sprinkle Water Tend Traffic and Drainage fees Federal aid Routt and/orFederal Aid Seco dart' Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: laps and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). TEscape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimmn net clear openable height dimension shall be 24". The minimum net clear openable width dimension shallot; 20". When %indo« s are proNided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code.section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glamng in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet have a se except heigh t of not 1e feet intWs section. Kitchens. halls, bathrooms and toilet compartments may g g� measured to the lowestyroiection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not leis than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFC1 in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into abath or bedroom (uniform Plumbing Code section 509.0). 10 Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedt+oom. oris a roach compartment oc alcove opening directly into any of these (Uniform Mechanical Code swdon30 -1) lGarage firewall separation - required on garage side including supporting walls and posts (UniiMD" ode section 303.4 exception 03). nder no circumstances shall a private garage have any opening into a room used for sleeping purposes Unifor-n Building Code section 312.4). 'ood stove location - Alcove - URIC section 205 confined space & 223 unconfuned space & 304.2). moke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 mater closet clearances (Uniform Plumbing Code 408.5). ghoaer compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1, Braced mall panels shall start at not more than 8 feet from each end of a braced wall line. Braced Wall panels must be in line or offset from each other by not more than 4 feet (UBC suction 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1_) Braced Rall lines must be continuous throughout the str mum. - 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply With the Uniform Building Code. This must include the designer's "ova" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. .,?: Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table l 8•I-C�. 5. Floor construction details complete enough to construct building. Elevations and Rall construction details complete enough to construct building. 7,' Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Com` Garage door header size(s). 10 Porch header size(s). Typical header size(s). Stud heights. High expansive soil — special foundation design required. Retaining walls requiring design r�'Gypsttm wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net arca of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design Will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be sho»m on the building plans. 17 Electric, beating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLATTOUS ITEMS: jBrick airway details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003). uardrails (Uniform Building Code section 509). or stone veneer (Uniform Building Code section 1403). xteriorplaster—weep screeds (Uniform Building Code section 2506.5). oof pitch for roof covering (Uniform Building Code Table 15-B-I& 2, 15-D-1 &2). oam insulation — protection. 6" balls and stairKays (Uniform Building Code section 1004.3.3.2). wb exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). ttic access and ventilation (Uniform Building Code section 1505). ound requirements. nergy design compliance and supporting documentation. DF responsible area requirements. LDING PERMIT REQL MENTENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire SprinUers required. 4. ❑ Special Inspection requirements. 5• ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing lever. Pzce -- of BUTTE COUNTY PARRS DEVELOPMENT FSB CERTIFICATION FORM CHICO AREA 1"RE/�C/REATION AND PARK /D�ISTRIICT Assessor Parcel Number(s)©� r y t-7 Property Owner Project Locati Subdivision Residential Development: (check one) ,!it'A-f, i r? 1 ( fro 1� New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: Building Department Repre entative Date Chico Area Recreation and Park District(CARD) certifies that �,, �m ord Lor1 Ronk 3k/3 -b-269 (Applicant Name) (Phone Number) v ► I a c pY , (Street Address) �h c.r) (A 9073 (City) (State)' (Zip Code) has complied with the requirements of Butte Co. Resolution No. 907140 by r402 payment for / dwelling units @ $1,189 for total payment of $ CARD Representati e Date PAID BY CHECK N0. ? REMARKS: c BANK N0. 9D f��p2 �• �� PAID BY CASH RECEIPT NO. '�-ADistribution:�White-�pp'licalt Yellow --Butte Co. Building Dep( t . ,,_j ­ Pink--CARD Goldenrod--City of Chico Building Dept. 06/11/03 #7:356 8:41 +xTCITAL park. fec ( form revised 11/90 $1189,00 BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District O -At (� ,��,( A � G� Building Department No. A.P. Number 647- -150 Z 703.lurisdiction: City E=2[b ounty Property Owner Property Location/Address Subdivision Lot No. Residential Development 0 Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # '(No foundation inspection): CommerciaVlndustrial New Addition Building Department Representative oor vians reviewea ov bcnooi uistnct versonnei Sq. Footage �togg, (Group R) (Including Exterior Roofed Areas) S� 0 3 Date District Identification No. V V (J T �T-\ School District certifies that �C 6-75 �d LOY, /. ' / (Applicant) (Street Address) /� � (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing 3 square feet. .1 School Paid by Check # Remarks: J ! �D 4/ by payment of $ / �i( l AB 2926 $ FULL MITIGATION $ \Date • � r Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/981dmm �6 ►� �/ ur AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 C01::)'Y of Document Recorded 06 -Aug -2003. 2003-0052483 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows:. lje,d,. GC.11 edLL&Ce_ C. a.H Ga � a Date 7-- t1- O 3 PROPERTY OWNERS: State of California County of On I—H—L3 me, Loo T & an oL personally appeared J Llm t5 Bon t:1 iLnA LC r i 13hn d personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) acted, executed the instrument. WITNESS my hand and officials al. Signature Seal: MARCIA HOLDER COMM #1409754 - I A.P. # NOTARY PUBLIC CAI EFORNIA GLENN COUNTY My Comm. Expires Apr. 7, 2007 O�� SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL A: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 148 OF MAPS, AT PAGE(S) 97,98 AND 99. AP NO. 047-250-202 (PORTION) AP NO. 047-250-203 (BALANCE) PARCEL B: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES: A PORTION OF THE EAST ONE HALF OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 1 EAST, M. D. B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: A SIXTY FOOT EASEMENT, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS; ALSO INCLUDING A FIFTY FOOT RADIUS CUL-DE-SAC: COMMENCING AT THE NORTHEAST CORNER OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 28, 1978, IN BOOK 70 OF MAPS, AT PAGE(S) 7; THENCE SOUTH 0° 15'44" WEST 653.33 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL 1; THENCE ALONG THE SOUTH LINE OF SAID PARCEL 1 SOUTH 820 37'50" WEST 626.05 FEET TO THE TRUE POINT OF BEGINNING FOR THIS EASEMENT; THENCE FROM SAID TRUE POINT OF BEGINNING NORTH 586.23 FEET TO THE POINT OF BEGINNING OF A CURVE TO THE RIGHT HAVING A 150.00 FOOT RADIUS AND A CENTRAL ANGLE OF 900 00' 00" AND ALONG SAID CURVE 235.62 FEET TO A POINT OF REVERSE CURVATURE FOR A RADIUS OF 150.00, AND A CENTRAL ANGLE OF 700 00'00"; THENCE ALONG SAID CURVE 183.26 FEET TO THE POINT OF REVERSE CURVATURE FOR A CURVE WITH A 150 FOOT RADIUS AND A CENTRAL ANGLE OF 700 00' 00"; THENCE ALONG SAID ARC 183.26 FEET TO THE CENTER OF A 50.00 FOOT CUL-DE-SAC WITH 20.00 FOOT RETURNS AND THE END OF THIS EASEMENT. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN PARCEL A AS DESCRIBED ABOVE SCHEDULE C PROJECT PROCESSING RECORD Applicant: Owner. A.P. #: �%— Z 20 Z Z Permit #: Work Description: Date Description of Step or Status ------------- I Mw Mu. 3060 Thorntree Drive #10 • Chico, CA 95973 (530) 894-8833 voice • (530) 894-8882 fax email: cj@r-c-e.com Plan Check Comments James and Lori Bond - AP# 047-250-202 - Building Permit # 03-0681 The following responses are in regards to the plan check comments made on June 9, 2003 by Philo Hunt, Butte County Plan Check Engineer. Structural Comments: A letter from our office has been provided providing approval for the truss designs. B.O. 3� B.O. 4. Full bearing is called out for all girder trusses and this is adequate support for the int loads created by the trusses in question. R Beam size has been modified on plan for the 18' garage door. Ok µ, The trusses along wall lines Band C have been designed as drag trusses. Spacing of hardware has been modified, calculations supporting the spacing ahs been provided / in the calculation package. S71 L-,-. AO v2n-46 TYW S I c-3 tel. The shear transfer detail 7/S6.1 has been modified to show the shear transfer hardware in the correct location. "8. Detail 8/S6.1 has been cut on plan to clarify the strapping for this location. YJ. Detail 12/S3.1 has been removed from the detail sheet. �0. The loading calculations for wall line 5 have been provided in the calculation package. Charles J. Roberts, PE (530) 894-8833 U�� M &K S ACE F-CY SAnke-7-T �, �� t `3 0 NhD 8f It I ,o 3 June 9, 2003 James and Lori Bond 3322 Eaton Village Dr. Chico, CA 95973 Department of Development Services Building Division. 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 047-250-202 Building Permit Number: 03-0681 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: >K`Your Flood Elevation Certificate shows the grade to be below the BFE. Therefore you must construct the home per the flood requirements. Fire sprinklers are required in this home. Please provide plans and calculations and apply for the sprinkler permit. STRUCTURAL COMMENTS: Provide documentation from the engineer stating that he has reviewed the trusses and they conform to his design requirements. Provide verification from the truss manufacturer that the trusses can support the mechanical unit in the attic. JR4P2/ Provide trusses, ,and p3These trusses are shown on the truss layout sheet bat are not include in the truss package. or Please cnecK that adequate support is provided Tor the t3, 131U, U2, Cit, Ci3, Ci6, K, and K9 truss reactions. I revised the plans to show a 5 1/8" x 19'/2" 24F -V4 glulam beam at the 18' garage door as specified in the structural calculations. 6U, Provide drag trusses along wall lines B and C as specified on the roof plan. Please provide calculations to support spacing of hardware connecting trusses to top plates. The 36" spacing of A35 clips along wall line B appears to be overstressed. The L90 clip spacing along line C pears to be excessive. Please check shear transfer at the rake walls as shown on detail 7 on sheet S6.1. The A35 cli appears to be in the wrong location. Please show also the required edge nailing of shear /ply to provide complete shear transfer. Roof plan indicates CS 16 strap over the garage is connected to floor joists. Please clarify. RCey detail 8/S6.1 if applicable. j8/ Details 12/S3.1 and 11/S6.1 are the same. 1 of 2 1 lease check the 9.4 kip dead and 6.85 kip live load values for "wall 5" shown on page F2 of too the calculations. How were these values.calculated? They appear to be excessive. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items; ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Charles Roberts, P.E. 2 of 2 3060 Thorntree Drive #10 • Chico, CA 95 973 (530) 894-8833 voice * (530) 894-8882 fax email: cj@r-c-e.com Butte County Building Department Building 7 County Center Drive Oroville, CA 95965 (530) 538-7541 RE: Bond Residence APN # 047-250-202 Building Permit #:03-0681 3322 Eaton Village Dr. Chico, CA 95973 To Whom It May Concern, Our office has reviewed the truss design and calculations from Design Assistance for the above residence. The layout and design are in agreement with our structural package. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Sincerely yours, Charles J. Roberts, PE w l SITE PLAN REVIEW APPLICATION Date: --1 G '?� AP# Q UA � - `2-'3 0 Permit Number (if applicable) 0 APPLICANT INFORMATION Parcel Size: +) A L Owners Name: 21 D Lo 2 Owners Address: ' -uj") )Q_ - e� 2 ' Cfq cc) Telephone No.: Situs Address: Proposed Use: Residential In New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer " ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):_ ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well j); DO NOT WRITE BELOW THIS LINE. DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ji Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By UIR Date Page 1 of 5 ALL, ITEMS CHECKER APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: D3 ) U Index Date: Li `�-� �0-7) ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) E North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------- ------------ --------- --------- ---------------- --------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Is R Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear 2 Height 3 �' Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 iv Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads a Sheriff ❑ Drainage NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ----------------------------------------------------------------------------------------- Subdivision Map Special Fees ® Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By [] Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal'Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:[] No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 r z Subdivision Map/Parcel Map: Map Date of Recording: Lot: `2— Book: Page: ❑ Use Per-dt/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions Comply with the following Conditions of Approval: M Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ® Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from' all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ® Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 ,Dec 17 02 11:38a P•2 ,OWNER -BUILDER VEWFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary, delay in processing and issuing your building -permit. No building permit will be issued until this verification, is received. I. I personally plan to provide th major labor and materials for construction of the proposed property i7HAVE ovement : YES �1 NO ❑ 2• I HAVE NOT ❑ signed an application for a building pennit for the'ro p posed work 3. I have contracted with the following,person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: Com,: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF, WORK r SIGNED: SOCIAL SECURITY NUMBER: `- DATE: I 0 baJ NOTE: This Owner -Builder VeriJrcation is required by Section 19831 and 19832 o California Health and Safety Code. This f the verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dec 17 02 11:37a Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself+ you may protect yourself from possible liability -if that person applies for the proper permit in his or her name: ' Contractors are required by law to be licensed and bonded by the State of California and to, have a business license from the city or county. They am also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you' should be aware of the following information for your benefit and protection: 0 If you employ or otherwise, m engage any persons other than your immediate family, and the work (including materials *and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer. you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks am especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community. or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sin re! , j �r Michadl C. Vieiia, C.B.O. Manager, Building Inspection' NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER FtUtKAL LMLKUtNL;Y MANAIitMtNI AULNUY O.M.B. No. 3067-0077 J, NATIONAL FLOOD INSURANCE PROGRAM Expires December 311 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number James and Lori Bond BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number Talon Drive CITY STATE ZIP CODE Chico CA 95973 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 047-250-202 & 203 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - #W - ##.#W' or ##. °) ® NAD 1927 ❑ NAD 1983 ® USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE 060017 Bub I CA B4. MAP AND PANEL ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B7. FIRM PANEL B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 06007C0310 D April 20, 2000 April 20, 2000 X 215.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum 1929 Conversion/Comments Elevation reference mark used RM 3 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No ❑ a) Top of bottom floor (including basement or enclosure) 214. 0 ft.(m) M QT fES& ❑ b) Top of next higher floor 216.5 ft.(m) A E' ❑ c) Bottom of lowest horizontal structural member (V zones only) _. _ft.(m) o o �� �� 0/1 ❑ d) Attached garage (top of slab) 215. 0 ft.(m) E 34' p n+ ❑ e) Lowest elevation of machinery and/or equipment W (a No. 31689 Exp. 12/31/04 aD servicing the building (Describe in a Comments area) 215.5 ft.(m) E *. Elf) Lowest adjacent (finished) grade (LAG) 213.6 ft.(m) z in CI VI%- �p ❑ g) Highest adjacent (finished) grade (HAG) 214. 6 ft.(m) w R� ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade Jr to (a PEiZ vJES Gt #-WK&- ❑ i) Total area of all permanent openings (flood vents) in C3.h 3700 sq. in. (sq. cm) 6l l 9 ( O 3 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER Weslev E. Gilbert R.C.E. 31689 TITLE COMPANY NAME Principal Gilbert Engineering ADDRESS CITY STATE ZIP CODE 70 Declaration Drive, Suite 101 Chico CA 95973 SIGNJr, UfjB-J�DATE TELEPHONE ��� August 12, 2003 530-899-9503 FEMA Forin 81-'31!,January_2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDIIt;G STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number " falon Drive CITY STATE ZIP CODE Company NAIC Number Chico CA 95973 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS Item C3.a –This is the elevation of the existing ground adjacent to the building; Item C3.e – HVAC condenser unit The Base Flood Elevation was determined for the adjacent Flood Zone A using the FIRM Map, Quad Map and Parcel Map recorded at Book 148, Maps, pages 97 thru 99, Butte County Records. The building is located adjacent to, but not in Flood Zone A ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E5. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in. (cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, K available) E5 For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communityassued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS FEMA Form 81-31, January 200 Replaces all previous editions 7. Provide a plan view indicating footing locations, maximum width and length of array and maximum distance the footings may be located from the end of the array this design will accommodate. 8. What type of connecters and support members are specified for panel attachment? Please provide listing information and provide connection detail on plans. 9. Provide supporting design. 10. Provide two sets of corrected plans to this office for completion plans If you wish to discuss any of these comments, please call (530) 538-7541 between 8:00 a.m. and 12:00 Noon, Monday through Friday. Carl Nelson Philo Hunt, P.E. Plans Examiner Plan Check Engineer Cc James Bond Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile September 17, 2009 Climate Masters 1170 East Lassen Ave. Chico, CA 95973 www.buttecounty.net/dds www.buttegeneralplan.net ADMINISTRATION * BUILDING * PLANNING Owner: Bond Building Permit: B09-1380 APN 047-250-202 Ground Mount P otovoltaic Plan Review Number 1 Thank you for submitting plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by letter. Your complete and clear response will expedite the re -check and approval of this project. COMMENTS: 1. Provide complete information on plot plan on 11"x 17"paper. See attachment for plot plans. 2. Provide Line Diagram on minimum 11"x17" paper. Identify brand and model of electrical components on this diagram. Identify brand, model, type and number of panels in each array. Identify_ size of system, for the inverter provide information for Maximum D.0 input in volts power, voltage and current information 3. Provide detail on plans for minimum concrete thickness at radius (sides), distance from base of steel pipe from soil and anchorage detail. 4. Provide a minimum height above grade for drainage away from support members. 5. Show on plans maximum plan length, maximum panel weight per square foot this design will accommodate. 6. Provide maximum angle of array from horizontal plane on plans as shown in design calculations. ILBERT 70 DECLARATION DRIVE, SUITE 101 CHICO, CALIFORNIA 95973. (530) 899-9503 L2INGINEERING FAX (530) 899-9649 August 12, 2003 County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, California 9596573397 Attn: Philo Hunt Subject: Elevation Certificate — James and Lori Bond APN 047-250-202 & 203 Dear Philo: Pursuant to our telephone call this morning, the original of the revised elevation certificate is enclosed for your use. Please call if you have any questions. Sincerely, Gilbert Engineering Wesley/e'. Gilbert, Principal Enclosure bond04 1276.01 i �2,q-00 1 CIVIL ENGINEERING • SURVEYING • PLANNING • PROJECT DEVELOPMENT COMPLY WITH CALIFORNIA ELECTRICAL CODE- ART/CLE 250 REQUIREMENTS FOR GROUNDING AND BONDING COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR PHOTOVOLTAIC SYSTEMS COMPLY WITH CALIFORNIA I ELECTRICAL CODE- FOR WIRING 'METHODS- SECURE CONDUCTORS AND _ CONDUIT PER ALL APPLICABLE REQUIREMENTS AS REQUIRED BY THE 2007 CEC FOR THE SPECIFIC METHOD OF WIRING 'COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 1 10 REQUIREMENTS FOR 1 (ELECTRICAL EQUIPMENT tI N STA L LATI O N S < (PROVIDE READILY ACCESSIBLE 1 !CAPABILITY TO CIRCUIT BREAKER(S), DISCONNECT(S), FUSE(S),SWITCH(ES) ' E AND THEIR ACCESSORIES AS- IREQUIRED AND DEFINED INL , CALIFORNIA ELECTRICAL CODE ' 1 r SEE ATTACHED FLOOD ELEVATION I ' CERTIFICATE FOR REQUIREMENTS I POST CONSTRUCTION FLOOD ELEVATION ' CERTIFICATE REQUIRED AT TIME OF FINAL BUILDING . - _ INSPECTION i 130cl-la8a " BUTTECOUNTY-' BUILDING DIVISION APPROVED ol K4, FI �C CofoY oA 3 - I II 1 II COMPLY WITH CALIFORNIA ELECTRICAL CODE- ART/CLE 250 REQUIREMENTS FOR GROUNDING AND BONDING COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR PHOTOVOLTAIC SYSTEMS COMPLY WITH CALIFORNIA I ELECTRICAL CODE- FOR WIRING 'METHODS- SECURE CONDUCTORS AND _ CONDUIT PER ALL APPLICABLE REQUIREMENTS AS REQUIRED BY THE 2007 CEC FOR THE SPECIFIC METHOD OF WIRING 'COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 1 10 REQUIREMENTS FOR 1 (ELECTRICAL EQUIPMENT tI N STA L LATI O N S < (PROVIDE READILY ACCESSIBLE 1 !CAPABILITY TO CIRCUIT BREAKER(S), DISCONNECT(S), FUSE(S),SWITCH(ES) ' E AND THEIR ACCESSORIES AS- IREQUIRED AND DEFINED INL , CALIFORNIA ELECTRICAL CODE ' 1 r SEE ATTACHED FLOOD ELEVATION I ' CERTIFICATE FOR REQUIREMENTS I POST CONSTRUCTION FLOOD ELEVATION ' CERTIFICATE REQUIRED AT TIME OF FINAL BUILDING . - _ INSPECTION i 130cl-la8a " BUTTECOUNTY-' BUILDING DIVISION APPROVED ol K4, FI �C CofoY oA 3 a AX -t oi- -I Z50 - 2.0Z 20.5 dol -4 TH C. '5t- 0 F TH E. .92f. 'Tm446HP 23 6409:114, 60, ENVIRONMENTAL HE MAR 18 2003 CHICO, CALIFOPNL'i,