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HomeMy WebLinkAbout047-220-0945 3 INTER -DEPARTMENTAL MEMORANDUM ysr TO: BUILDING DIVISION, OROVILLE FROM: C. l7d ��%� , ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: /�w SEPTIC: - _ -WELL: AP#: ADDRESS/LOCATION: /G ee,1 7 Zc, 6 �� Comments: GL/memos/releasehold BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPOSO413 B. C. Building Permit 01-16-04 pg 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: 09/19/2005 APN: 047-220-094-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 4211 LEFTOUT LANE CHI Map Index: Date: Contractor: Description: NSF(2685)GAR(1015)COV(1232) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HARD KEITH permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 1879 MANZANITA AVE signed statement that he or she is licensed pursuant to the provisions of CHICO,CA the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95926 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).): ❑ 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: HARD, KEITH Code: The Contractors' State License Law does not apply to an 1879 MANZANITA AVE owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, CHICO,CA provided that such improvements are not intended or offered for 95926 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). l 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code.. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am ExemptunderArticle 3 oft eusine nd Professions Code CILDate: JI -050 wner: WORKERS' COMPENSATION DECLARATION License #: I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: HUBLEY, MICHAEL D. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number aie: Carrier Total Square Ft: 4932 S.F. Policy#: Valuation: $218,597.00 l'l certify that in the performance of the work for which this permit is .Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: I 5 Applicant:/VL WARNING: Failure to secure workers' compensation coverage is I � unlawful, and shall subject an employer to criminal penalties and onei�ii hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees.(�� CONSTRUCTION LENDING AGENCY This permit is he4y issued under the applicable provisions of the Butte County Code -and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions Wwork indicated above for which fees have been paid. tL d Name: By: � /\ Date: 1 (1 " V� Address: PERMIT EXPIRE Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized 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 substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: C j T I Signature: d` 9 (`/j Dale: O Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 U.S. and other patents pending. Code -Compliant Planning and Assembly with California Building Code Certification Installation Manual 214 Contents Letter of certification........................................2 Part I. Scope, certification, and installer responsibility ........ 3 Part H. Procedures for code -compliant installations using the SolarMount Module Mounting System ....... 4 Part III. Installing SolarMount with top mounting clamps ....... 9 Part IV. Installing SolarMount with bottom mounting clips ....15 Warranty.................................................20 �U NTN APPvz,o -D IV �l ' . UniRac welcomes input concerning the accuracy and user friendliness of `;.p'2004 by Uniltac, Inc. �" , this manuaLPlease write to publications@unirac.com o ,` 2004 All rights reserved. UNDRAC Installation Manual 214 SolarMount Code -Compliant Planning and Assembly T'E.CT0N-14. 29 March, 2004 1500 uARK AVFadF Mr. nJohn Liebendorfer =MFRYVII I F UniRac, Inc. CALIFORN•A 3201 University Blvd SE, Suite 110 9 4 6 o e - i 5 57- ­ Albuquerque, Albuquerque, NM 87106-5635 TEL 5t0 740 2400 ..=AX 510 740 2405 Subject: Engineering Certification for UniRac's SolarMountTM WWW te!tOws-ae.001 Universal PV Module Mounting System Dear Mr. Liebendorfer, Attached is the UniRac Calculation worksheet and Installation Manual #214, Pub. 040316-1 ii, Copyrighted by UniRac, Inc., March 2004,20 pages. I have reviewed these calculations, and certify their results are accurate.. The calculations determine the design level forces for wind, as prescribed in the California Building Code. The adequacy of the UNIRAC structure is demonstrated by the calculations. The calculations also correctly determine the' anchorage requirements for the installation, and this requirement is properly represented in Installation Manual #214. The calculations are based upon: I.- "The 2001 California Building Code, California Code of Regulations", based on the 1997 "Uniform Building Code, Volume 2: Structural Engineering Design Provisions", by International Conference of Building Officials, Whittier, Ca, 1997, and California Building Standards Commission, Sacramento, California, 2001. ' 2. `Manual of Steel Constructidn: Load -Resistance Factor Design", 3rd Ed, American Institute of Steel Construction, Chicago, lL., 2001. 3. "Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures":, The Aluminum Association, Washington D.C., 2000 4. Mechanical Properties of UNIRAC extruded rails and related components based on data - pbtained from Walter Gerstle, PE, Department of Civil Engineering, University of New Mexico, Albuquerque, NM. With this letter, I certify that UniRac SolarMount products will be structurally adequate and will satisfy the building -codes listed above when they are installed per the "SolarMount Code - Compliant Planning and Assembly", Installation Manual #214, Pub. 040316-1 ii, Copyrighted by UniRac, Inc., March 2004. Please call me if�yoat a 6W questions`or concerns.._ i Sly/ r, 2 Gi * >' Brian Spri v TECTONICS ,�srgT civ Architects / Planners / MOM hp 2 Arc•hirrrts Planners BUTTE COUNTY £npiuct:rs AN iR qg DIV, MERYVILLESCO SIO .BUI APPROVE® SAN DIEGO x ` Part I. Scope, certification;, and installer responsibility Please review'this manual thor- , k� - . ling,installer is solel gyres on,srble for F; oughly before installing your �'yp • C®m 1, t p w%tFh a}ll a ' 1i ab1eT1�®cal or nat®nal buijldi y SolarMount system. P 3'mg� �PP w?-� ., g ' Y �. a`sa�J ,n� pw d%"�gw3,'^�s�y�' xr rk� sfi g codes, meludmg anythat may su3percede,this Amanual, ; k This manual provides (1) sup- porting G r� �� '»; ,• P� ��� PP P "' Ensurrn �t�hat LT ac and ©taper rod�u tssare�a r® ri porting documentation for, �,f ,., h ° y ate}for the= artricular mstatllat=ions and the�installations ° building permit applications, ? w '�� P 7 , L �' vlronme'nt fir , a.' ti"' t 2 �. relating to.UniRac s Solar � a Mount"' Universal PV 1Vlodule P`7.E ring that the roof, rts r==afters, connectt`®ns-panda Mounting system, and 2 lan o ` e�staructur>aEl su ort members ca�sl - ort th�ar y ¢ g Y () P PPS .rix P'3 ��� ning and assembly instructions ta�¢ulnder�,buildmg�hoad;condons(Phksrtoal assembly w��"u C,abs�+.n,c'k'�$`�. c s �•}'S7' � '�a. ,s� � �rrtv...a �io � for SolarMount �islhe-.r=eafter referredtoast=he roofwrafteassembly($'), u�, r 11�f"- •"'"Y✓`� _ �§�i � � 3�.1� '-"7"7�i��R1� �n5."}`'S' � $ � � �..�s'� .er. 'v � • SolarMount products, when �, Using on1yFUniRac partsyand�mstaller supp�hedkparts{ags i"�=�" LS��,j4' installed in accordance with specinewllaifniRac (�subst�tution ©f arts�ma, void�ther� ^ �k +' � r x.•r '� ng a this bulletin, will be structur- ally adequate and will meet page2), f z t the 2001,Cali California Buildin .���z f g ^ Ensur=ing that lag screwskhave adequatefpulloutAtreng., Code and the Uniform'Buildin �,¢� �� ` S 1 andYshear capacitties as Inst lled;� ; Code 1997 hereafter UBC 1997. � �. , .,n. M7;4-7 3�d'�•� � t.p�v''�„f�7 � { . x{"` �i:�� �� s".r qtr •�y'n�l'"i" i �h F. UniRac also provides a limitedaintaining the waterproof integrgi r� oruggrojof;�mclud • r s IM v� p b5 r�ca� y kksxn? A a4 �� i oY: dry F.��y,R �ing selects©n ®f appropriate�f�ash3ing 'warranty on SolarMount __Ln�, prod- ucts ^(seep. 20). Ensurimg safe mst=allation of all°3electrical aspects'of the ^ _ `��' • • M�'.f���`.'.,.'h,�..�x` �'"�a �,..,�'�. J:9:c � .3�{',.K _!��.`^b�.,,.'LFz�:°,szid�'"YY.Yic,hks�� .€"5;���/y.",._�s•'r.::X'2 ' ' • t r i - UNMIIM* Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Part II. Procedures for code -compliant installations using the SolarMount Module Mounting System This bulletin is designed to support applications for build- 1. Determine the Basic Wind Speed ing permits for installations using SolarMountTM PV Module Mounting System, manufactured by UniRac, Inc. at your installation site Follow the six steps below and the installation instructions on pages 9-20 to install SolarMount in compliance with the 2001 California Building Code and the UBC 1997 Before proceeding, note the following: • This bulletin addresses only wind loads on the as- sumption that wind produces the maximum load factor affecting an installation. Verify that other local factors, such as snow loads and earthquake effects, do not ex- ceed the wind loads. Give precedence to any factor that does. Wind loads are considered to act on the entire projected area, or may be perpendicular to any surface. • The roof on which the SolarMount will be installed must have the capacity to resist the combined Design Dead Load and Live Load per footing listed in Tables 2 and 3 on pages 6-7. ,00 00P NO F` NON COW SIN, rgw Jkwmm For the United States, see "Minimum Basic Wind Speeds in Miles per Hour," reproduced below. If your installation is outside the United States or if you need further assistance, consult a local professional engineer or your local building authority. Figure 1. Minimum Basic Wind Speeds. Reproduced from UBC, Vol. 2, Structural Engineering Design provisions, Chap. 16, Div. 111, Wind Design, Fig. 16. 1, `Minimum Basic Wind Speeds in Miles per How," p. 36. The map has �/ been adopted by the 2001 California Building Code (Fig. 16-1, vol 2. p. 36). BUTTE C ®Up�i N 9 i ftp BUILDING DIVISION 4 . APPROVED Installation Manual 214 SolarMount Code -Compliant Planning and Assembly 1/HRMC 2. Determine the exposure category of your installation site The California Building Code* defines wind exposure catego- ries as follows: mmosuRB s has terrain with buildings, forests or sur- face irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61 km) or more from the site. mmosuRE c has terrain that is flat and generally open, extending 1/2 mile (0.81 km) or more from the site in any quadrant or having scattered obstructions extending one-half mile or more from the site in any full quadrant. This category includes flat or gently rolling open country and grasslands. Sites normally considered as Exposure B, but which are subject to topographic amplification or channelization, such as ridgetops or draws, shall be considered as Exposure C.t EXPOSURE D represents the most severe exposure in ar- eas with basic wind speeds of 80 miles per hour (mph) (129 km/h) or greater and has terrain that is flat and unobstructed facing large bodies of water over 1 mile (1.61 km) or more in width relative to any quadrant of the building site. Exposure D extends inland from the shoreline 1/4 mile (0.40 km) or 10 times the building height, whichever is greater. 3. Determine Design Wind Pressure required for your installation Design Wind Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psf). To determine the Design Wind Pressure required for your installation, apply the following factors using Table 1: • your Basic Wind Speed (determined in step 1), • your exposure category (determined in step 2), and • the height of your roof above the ground. If your values fall significantly outside the range of the table, or if your Design Wind Pressure requirement exceeds 50 psf, consult UniRac, a professional engineer, or your local building authority. *2001 California Building Code, vol. 2, chap. 16, Structural Engineer- ingDesignProvisions, Div. 111, Wind Design, p. 38.10. tEmphasis in the original, indicating material inserted by California into definitions adopted from the UBC. Table 1. Design Wind Pressure (pso by Wind Speed and Exposure Category Design force applies to surface pressure and/or uplift (withdrawal). Source. -These Design Wind Pressure (P) values are based on the formula P = C * C * q, * 1 (2001 California Building Code, vol. 2, chap. 16, Structural Engineering Design Provisions, Div. 111, Wind Design, p. 38.10). Assump- tions: lw = I and C = 1.3. 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing... Foot spacing refers to the space between L -feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. BUTTE COUNTY BUILDING DIVISION' A! • R® V ° 1 70 80 Basic Wind Speed (mph) 90 100 110 120 130 Category B 15' roof height 10 13 17 21 25 30 35 20' roof height 11 14 18 22 27 32 38 25' roof height 12 15 19 24 29 35 41 30' roof height 12 16 21 25 31 36 43 Category C 15' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' roof height 19 25 32 40 48 57 67 30' roof height 20 26 33 41 50 59 69 Category D 15' roof height 23 30 38 46 56 67 78 20' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 51 62 74 87 Source. -These Design Wind Pressure (P) values are based on the formula P = C * C * q, * 1 (2001 California Building Code, vol. 2, chap. 16, Structural Engineering Design Provisions, Div. 111, Wind Design, p. 38.10). Assump- tions: lw = I and C = 1.3. 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing... Foot spacing refers to the space between L -feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 4b on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly at your installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. BUTTE COUNTY BUILDING DIVISION' A! • R® V ° 1 YNIRAC Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Table 2. SolarMount"m Loads (lbs) per Footing at Standard Raker Spacings To meet code, your Design Loads must be at or above those indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounts per square foot, contact UniRac. Minimum Minimum Design Live Load as a Minimum Minimum Design Live Load as a Function of Design Wind Pressure Function of Design Wind Pressure Design Design Dead Load 20 psf 30 psf 40 psf 50 psf Dead Load 20psf 30 psf 40 psf 50 psf AstroPowerAP65,AP75 RWE Schott ASE 300 48" raker (foot) spacing 33 157 236 315 393 48" rafter (foot) spacing 58 248 373 497 621 64" rafter (foot) spacing 43 210 315 420 524 64" rafter (foot) spacing 77 331 497 662 828 72" raker (foot) spacing 49 236 354 472 590 72" rafter (foot) spacing 87 373 559 745 NA AstroPower AN I IO,API120 RWE Schott SAPC165 (See Sharp NE- 16SU 1) 48" rafter (foot) spacing 33 194 291 387 484 Sanyo HIT190 64" rafter (foot) spacing 44 258 387 516 646 48" raker (foot) spacing 29 173 260 347 433 72" rafter (foot) spacing 50 291 436 581 726 64" rafter (foot) spacing 39 231 347 462 578 AstroPOWerAPil65 72" raker (foot) spacing 44 260 390 520 650 48" rafter (foot) spacing 31 194 291 387 484 Sharp NE -80U 1 64" rafter (foot) spacing 41 258 387 516 646 48" raker (foot) spacing 33 158 237 315 394 72" raker (foot) spacing 46 291 436 581 726 64" raker (foot) spacing 44 210 315 420 526 BP Solar 375, 380, 580, 585 72" raker (foot) spacing 49 237 355 473 591 48" raker (foot) spacing 31 158 237 316 395 Sharp ND -123U1 64" rafter (foot) spacing 41 211 316 421 527 48" raker (foot) spacing 38 197 295 393 492 72" raker (foot) spacing 46 237 356 474 593 64" rafter (foot) spacing 50 262 393 525 656 BP Solar 3125 72" raker (foot) spacing 56 295 443 590 738 48" raker (foot) spacing 33 198 297 396 495 Sharp ND-NOECU (140W) 64" rafter (foot) spacing 44 264 396 528 660 48" rafter (foot) spacing 26 153 230 306 383 72" rafter (foot) spacing 50 297 446 594 743 64" raker (foot) spacing 34 204 306 408 510 BP Solar 3160, 4150, 4160, 4170 72" raker (foot) spacing 39 230 344 459 574 48" rafter (foot) spacing 33 209 314 418 523 Sharp NE-I65U I, NT 175U I, NT 18SU 1 64" rafter (foot) spacing 44 279 418 557 697 48" rafter (foot) spacing 35 207 310 413 517 72" rafter (foot) spacing 50 314 470 627 784 64" rafter (foot) spacing 47 276 413 551 689 Evergreen EC 102, EC 110, EC 115 72" rafter (foot) spacing 53 310 465 620 775 48" rafter (foot) spacing 35 208 312 416 520 Sharp ND-167UI 64" rafter (foot) spacing 46 277 416 555 693 48" rafter (foot) spacing 28 174 262 349 436 72" rafter (foot) spacing 52 312 468 624 780 64" rafter (foot) spacing 37 232 349 465 581 First Solar FSSOD 72" rafter (foot) spacing 41 262 392 523 654 48" rafter (foot) spacing 35 158 236 315 394 Shell SM 110 64" rafter (foot) spacing 47 210 315 420. 525 48" rafter (foot) spacing 32 173 259 345 432 72" rafter (foot) spacing 52 236 354 473 591 64" rafter (foot) spacing 43 230 345 460 576 Kyocera KC80 72" rafter (foot) spacing 49 259 389 518 648 48" rafter (foot) spacing 29 128 192 256 320 Shell SQ70, SQ75, SQ80 64" rafter (foot) spacing 39 • 171 256 341 427 48" rafter (foot) spacing 31 157 236 315 393 72" raker (foot) spacing 44 192 288 384 480 64" rafter (foot) spacing 41 210 315 420 524 Kyocera KCI 20, KCI 25G 72" rafter (foot) spacing 46 236 354 472 590 48" raker (foot) spacing 34 187 281 374 468 Shell SQ 140, SQ 150, SQ 160 64" raker (foot) spacing 45 249 374 499 623 48" raker (foot) spacing 36 213 320 426 533 72" raker (foot) spacing 51 281 421 561 701 64" raker (foot) spacing 48 284 426 568 710 Kyocera KC I S8G, KC 167G 72" rafter (foot) spacing 54 320 479 639 NA 48" rafter (foot) spacing 28 169 254 339 423 SunWize SW85, SW90, SW95 64" rafter (foot) spacing 72" raker (foot) spacing 37 42 226 254 339 381 452 508 564 635 48" rafter (foot) spacing 35 190 285 380 474 64" rafter (foot) spacing 46 253 380 506 633 Photowatt PW750 72" raker (foot) spacing 52 285 427 569 712 48" raker (foot) spacing 30 162 244 325 406 SunWize SWI 15 SW 120 64" rafter (foot) spacing 72" rafter (foot) spacing 40 45 216 244 325 365 433 487 S41 609 48" rafter (foot) spacing 34 190 285 380 474 64" rafter (foot) spacing 45 253 380 506 633 Photowatt PW 1250 72" rafter (foot) spacing 51 285 427 569 712 48" raker (foot) spacing 30 163 245 327 409 UnlSolar 64 64" raker (foot) spacing 72" rafter (foot) spacing 39 44 218 245 327 368 436 490 545 613 48" rafter (foot) spacing 25 179 269 359 448 64" raker (foot) spacing 33 239 359 478 598 Photowatt PW 1650 72" rafter (foot) spacing 37 269 403 538 672 48" rafter (foot) spacing 31 162 244 325 406 64" rafter (foot) spacing 41 216 325 433 541 72" rafter (foot) spacing 46 244 365 487 609 "p BUTTE COUNTY 6 BUILDING DIVISID% APPROVED Installation Manual 214 SolarMount Code -Compliant Planning and Assembly UNORAC Table 3. SolarMountTm Loads per Footing at Maximum Foot Spacing . To meet code, your Design Loads must beat or above the Design Wind Pressure indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounds per square foot, contact UniRac, Design Wind Pressure Design Wind Pressure 20 psf 30 psj 40 psf 50 psf .20 psf 30 psf 40 psf 50 psf AstroPowerAP6S, AP75 RWE Schott ASE 300 Maximum Foot Spacing (inches) 131 107 93 83 Maximum Foot Spacing (inches) 104 85 74 66 Minimum Foot Design Live.Load (lbs) 429 526 610 680 Minimum Foot Design Live Load (lbs) 538 660 766 854 Minimum Foot Design Dead Load (lbs) 89 73 63 56 Minimum Foot Design Dead Load (lbs) 126 103 89 80 AstroPowerAPI l 10, AN 120 RWE Schott SAPC165 (See Sharp NE-16SU1) Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Live Load (lbs) 476 581 670 757 Sanyo HIT 190 Minimum Foot Design Dead Load (lbs) 82 67 58 52 Maximum Foot Spacing (inches) 125 102 88 79 Minimum Foot Design Live Load (lbs) 451 553 636 713 AstroPowerAPil65 Minimum Foot Design Dead Load (lbs) 76 62 54 48 Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Live Load (lbs) 476 581 670 757 Sharp NE -801.1 I Minimum Foot Design Dead Load (lbs) 75 61 53 48 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (lbs) 430 527 604 682 BP Solar 37S, 380, 580, 585 Minimum Foot Design Dead Load (lbs) 90 73 63 57 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (lbs) 431 528 606 683 Sharp ND -1230 1 Minimum Foot Design Dead Load (lbs) 84 68 59 53 Maximum Foot Spacing (inches) 117 96 83 74 Minimum Foot Design Live Load (lbs) 480 590 680 758 BP Solar 3125 Minimum Foot Design Dead Load (lbs) 92 75 65 58 Maximum Foot Spacing (inches) 117 95 82 74 Minimum Foot Design Live Load (lbs) 483 588 677 763 Sharp ND-NOECU (140W) Minimum Foot Design Dead Load (lbs) 81 65 56 51 Maximum Foot Spacing (inches) 133 108 94 84 Minimum Foot Design Live Load (lbs) 424 516 599 669 BP Solar 3160, 4150, 4160, 4170 Minimum Foot Design Dead Load (lbs) 72 58 51 45 Maximum Foot Spacing (inches)' 114 93 80 72 Minimum Foot Design Live Load (lbs) 496 607 697 784 Sharp NE -165U1, NT 175U1, NT 1851.11 Minimum Foot Design Dead Load (Ibs) 79 64 55 50 Maximum Foot Spacing (inches) 114 93 81 72 Minimum Foot Design Live Load (lbs) 491 601 698 775 Evergreen EC 102, EC 110; EC 1 IS Minimum Foot Design Dead Load (lbs) 83 68 59 53 Maximum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Live Load (lbs) 494 605 693 780 Sharp ND- 167UI Minimum Foot Design Dead Load (lbs) 82 67 58 52 Maximum Foot Spacing (inches) 124 102 88 79 Minimum Foot Design Live Load (lbs) 450 556 639 717 First Solar FS50D Minimum Foot Design Dead Load (lbs) 71 58 50 45 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (lbs) 430 527 604 681 Shell SM 110 Minimum Foot Design Dead Load (lbs) 95 78 67 60 Maximum Foot Spacing (inches) 125 102 88 79 Minimum Foot Design Live Load (lbs) 450 550 633 710 Kyocera KC80 Minimum Foot Design Dead Load (lbs) 84 69 59 53 Maximum Foot Spacing (inches) 145 118 103 92 Minimum Foot Design Live Load (lbs) 387 472 549 613 Shell SQ70, SQ75, SQ80 Minimum Foot Design Dead Load (lbs) 88 72 63 56 Maximum Foot Spacing (inches) 131 107 93 83 Minimum Foot Design Live Load (lbs) 429 526 610 680 Kyocera KCI 20, KCI 25G Minimum Foot Design Dead Load (lbs) 84 69 60 53 Maximum Foot Spacing (inches) 120 98 85 76 Minimum Foot Design Live Load (lbs) 468 573 662 740 Shell SQ 140, SQ 150, SQ 160 Minimum Foot Design Dead Load (lbs) 85 69 60 54 Maximum Foot Spacing (inches) 112 92 80 71 Minimum Foot Design Live Load (lbs) 497 612 710 788 Kyocera KC I58G, KC 167G Minimum Foot Design Dead Load (lbs) 84 69 60 53 Maximum Foot Spacing (inches) 126 103 89 80 Minimum Foot Design Live Load (lbs) 445 545 628 706 SunWize SW85, SW90, SW95 Minimum Foot Design Dead Load (lbs) 73 60 52 46 Maximum Foot Spacing (inches) 119 97 84 75 Minimum Foot Design Live Load (lbs) 470 575 664 741 Photowatt PW750 Minimum Foot Design Dead Load (lbs) 86 70 61 54 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Live Load (lbs) 436 533 616 685 SunWize SWI 15, SWI 20 Minimum Foot Design Dead Load (lbs) 80 65 57 50 Maximum Foot Spacing (inches) 119 97 84 75 Photowatt PW 1250 Minimum Foot Design Live Load (lbs) 470 575 664 741 Maximum Foot Spacing (inches) 128 105 91 81 Minimum Foot Design Dead Load (lbs) 84 69 59 53 Minimum Foot Design Live Load (lbs) 436 536 620 689 UniSolar 64 Minimum Foot Design Dead Load (lbs) 79 65 56 50 Maximum Foot Spacing (inches) 123 100 87 78 Minimum Foot Design Live Load (lbs) 459 560 650 728 PPW 1650 tt Minimum Foot Design Dead Load (lbs) 64 52 45 40 Maximu Maximum m Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Live Load (lbs) 436 533 616 685 Minimum Foot Design Dead Load (lbs) 83 68 59 52 BUTT � COU TY BUILDING D"ViSI .. _ APPROVE® the minimum design live load per footing determined in Step 4a or 4b. Based on these values, deterinine the length of the lag -screw thread depth you require to resist the design live load. To ensure code compliance, the lag pull-out capacity per footing must be greater than the footing design live load. If your SolarMount requires standoffs, always use at least two lag screws to secure the standoff to the rafter. Figure 2. SolarMouht foot spacing refers to the distance between feet on the same rail. Over- hang, the distance from end of the rail to the first foot may be no more than half the foot spacing. Table 4. Lag pull-out (withdrawal) capacities (lbs) in typical roof truss lumber " ` UNORAC• Installation Manual 214 Solar'Mount Code -Compliant Planning and Assembly ' Specific } S/d"shaft,* - s/e",shaft* 4b... Or verify Maximum Foot If they do not, try smaller footer spacing. If the result is still not Spacing and Determine Minimum acceptable, relocate the array to a stronger area of the roof or per I "thread depth strengthen the inadequate framing elements. For assistance, Design Dead and Live Loads consult a local professional engineer. To minimize roof penetrations, consult Table 3 (p. 7) to deter- 5• Verify acceptable Rail End Overhang mine Maximum Foot Spacing allowable for the Design Wind 235 - Pressure that you determined in Step 3. Rail End Overhang (Fig. 2) must equal 50 percent or less of - Find the make and model of the PV module you plan to install, : foot spacing. Thus, if foot spacing is 72 inches, the Rail End then read or extrapolate Foot Design Live Loads and Dead Overhang can be up to 36 inches. In this case, two feet can Loads at the maximum spacing. support a rail of as much as 144 inches (72 inches between the • ' 269 feet and 36 inches of overhang at each end). To meet code, you must verify that foot spacing is at or below the dimension listed and that the roof rafter assembly at ' 6. Ensure that Live Loads do not your installation site has the capacity to withstand the sum - exceed Pull -Out Capacities of the Design Dead Load and Design Live Load for the speci- _ 235 fied spacing. Based on the characteristics of your roof rafter or truss lumber 768 and the lag screws, consult Table'4 to determine the lag pull- _ ` • out capacity per 1 -inch thread depth. Compare that value to the minimum design live load per footing determined in Step 4a or 4b. Based on these values, deterinine the length of the lag -screw thread depth you require to resist the design live load. To ensure code compliance, the lag pull-out capacity per footing must be greater than the footing design live load. If your SolarMount requires standoffs, always use at least two lag screws to secure the standoff to the rafter. Figure 2. SolarMouht foot spacing refers to the distance between feet on the same rail. Over- hang, the distance from end of the rail to the first foot may be no more than half the foot spacing. Table 4. Lag pull-out (withdrawal) capacities (lbs) in typical roof truss lumber " Lag screw specifications Specific } S/d"shaft,* - s/e",shaft* 31a shaft, gravity 2A"thread depth per I"thread depth per I "thread depth Douglas Fir, Larch 0.50 665 266 T 304 Douglas Fir, South 0.46 588 235 - 269 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) 0.46 588 "- 235 ,• • ;- • ' 269 Hem, Fir 0.43 4 530 ;0212 - 243 t Hem, Fir (North); 0.46 588 _ 235 269 Thread ♦ Southern Pine 0.55 l' 768 307 ••.205 depth 352 _ =Spruce, Pine, Fir• 0.42 513 - • 235 Spruce, Pine, Fir (E of 2 million psi and higher , " grades of MSR and MEL) ; 0.50. 665 '266 304 Sources: Uniform Building Code, American Wood Council Notes: (1) Thread must be embedded in a rafter or other structural roof member. (1) Pull-out values incorporate a 1.6 safety factor recommended by the American Wood Council. ± ` (3) See UBC for requiredistances. � p ��� ®d ���`j'�COUNTY ssy� edge *Use flat washers with lag screws. V g BUILDING DIVIS10'g� o•p T APPROVE® This section covers SolarMount assembly where the installer has elected to use top mount- ing clamps to secure modules „to the rails. It details the procedure for flush mounting SolarMount to a pitched roof, Contents Laying out the, installation area ........... 10 ,Laying out L -feet .. 11 Installing L -feet 11 Laying out standoffs` .. �- 12 ` Installing standoffs 12 Installing SolarMount i rails ` 13 Installing the modules ..... 14 i t '} ' . Figure 3. Exploded view of a low -profile installation mounted, flush to the roof with L feet. . Table 5. Part quantities 'Tabld'6-Wrenches and'torque ;SMR Series SolarMount Rail Sets (model no. = rail length in inches) aWrench Recommended ' � �, , /e" footing /a" (longe .: " size , torque (ft4bs) „ • Rails L -feet bolts nuts A- hardware O/e" 15 ' SMR48 thru 106 2 4 • 4 4 3/e" hardware ` °/,C '30 { SMR 120 thru 180 2 6 6 6 62 .SMR192thru'216 2 8 8 8 . " ,`. 4 CT Series, Clanip Sets (model no. = -modules iccommodated) 8 2 , r. End 'Mid K' module Y4. -x. % . Y4" flange clomp; "clamps clamp bolts safety bolts nuts CT2_`; 4 2, 62 8.`°t. CT3 ,` 4 4 8 2 , 10 CT4 4' ' . 6 10 ;2 _ 12 CT5' 4 y 8, 12 ; ` 2 14 A ,. 'CT6 4 A0 14 2 16 t CT7 . .°4 . `l2 16' 2 18 r. UNORM* Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Laying out the installation area The width of the installation area is equal to the length of one The installation can be laid out with rails parallel to the rafters module. (high-profile mode) or perpendicular to the rafters (low -pro- The length of the installation area is equal to: file mode). Note that SolarMount rails make excellent straight • the total width of the modules, edges for doing layouts. • plus 1 inch for each space between modules (for mid - Center the installation area over the rafters as much as pos- clamp), Bible. • plus 3 inches (1V2 inches for each set of end clamps). Leave enough room to safely move around the array during installation. Figure 4. Rails may be placed parallel or perpendicular to rafters. BUTTE C®UPJTY BUILDING D1VjSI I� APPROVED Installation Manual 214 SolarMount Code -Compliant Planning and Assembly VN!RAC* Laying out L feet L -feet (Fig. 5) are used for installation through existing 509'0 minimum typical 1-3/4" roofing material, such as asphalt shingles or sheet metal.' , , vk Use Figure 6 or Figure 7 below to locate and mark the , L -feet lag bolt holes within the installation area. Fooll To meet code, you must use the foot spacing deter- spacing , mined in procedural steps 4a or 0 (pp. 5, 8). Figure 5 When determining the distance be- tween the rails in high-profile mode, keep in mind that the center of each rail will be offset from the L -foot lag . bolt holes by 19/4 inches. If multiple high-profile rows are to be installed adjacent to one another, it will not be possible for each row to be centered above the rafters. Adjust as needed, following the guidelines in Figure 7 as closely as possible. Overhang 259'o typical Foot s Fool parinq—.� duch erld 1-3/4" m _... �? __......_......_ _......._ ... ,,..-- „ 50% typical „ Lower Ur roof edge — - -- u u Figure 6. Low -profile layout 25% maximum typical each end II � 509'0 minimum typical 1-3/4" E E � 1 --i I E , , Fooll j I I I I ! spacing , Lower roof edge ; i + Overhang Rafters �L� Figure 7. High-profile layout Installing L feet Drill pilot holes through the roof into the center of the rafter at each L -foot lag bolt hole location. Consult procedural step 6 and Table 4 (p. 8) to select the lag bolts that you must use to meet building code wind load requirements. Lag bolts are not provided with SolarMount rail sets. Squirt sealant into the hole, and on the shafts of the lag bolts. Seal the underside of the L -feet with a suitable weatherproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 6 or Figure 7. The single -slotted square side of the L -foot must always lie against the roof with the double -slotted side perpendicular to the roof. BUTTE C® TY BUILDING Ui S C.o APPROVE® UNMMC® Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Laying out standoffs Standoffs (Fig. 8) are used for flashed installations, such as those with tile and shake shingles. Use Figure 9 or Figure 10 to locate and mark the standoff lag bolt holes within the installation area. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Remove the tile or shake underneath each standoff location, exposing the roofing underlayment. Ensure that the standoff base lies flat on the underlayment, but remove no more material than required for the flashings to be installed properly. Use the standoff base as a template to mark lag bolt hole locations on underlayment above the center of the rafters (Fig. 9 or Fig. 10). Figure 8. Raised flange standoff (left) and flat top standoff used in con- junction with an L foot. When determining the distance be- tween the rails in high-profile mode, keep in mind that the center of each rail will be offset from the standoff lag bolt holes by'/16 of an inch. If multiple high-profile rows are to be installed adjacent to each other, it will not be possible for each row to . be centered above the rafters. Adjust as needed following the guidelines in Figure 10 as closely as possible. Installing standoffs Overhang 25% typical Foot spacing { each end 13 /4" 50% minimum \\ J typical Lower roof edge i N �— Rafters —j Figure 9. Low profile layout rgw c aV. ngn Frujue uryuu[ Drill 3/16 -inch pilot holes through the underlayment into the center of the rafters at each standoff location. Securely fasten each standoff to the rafters with the two '/16' x 3'/z" lag bolts provided with it. Note. You must verify that the lag bolts you use are adequate for your installation by following proce- dural steps 4A or 4B (pp. 5, 8). ftp 12 Ensure that the standoffs face as shown in Figure 9 or Figure 10. SolarMount steel standoffs (lsis" O.D.) are designed for collared flashings available from UniRac. Aluminum two-piece standoffs (11i8" O.D.) take all -metal flash- ings, also available from UniRac. Install and seal flashings and standoffs using standard building practices. BUTTE pTTE C ®U � `TY BUILDING DIVISION APPROVED Installation Manual 214 SolarMount Code -Compliant Planning and Assembly 1iNMA C Figure 11. Splice bars slide into the footing bolt slots of SolarMount rail sections. Clomping'. bolt slot 6 Mounting Footing slots bolt slot Figure 12. Foot -to -rail splice attachment Aligning the Rail Ends. Align one pair of rail ends to the edge of the instal- lation area (Fig. 13 or Fig. 14). The opposite pair of rail ends will overhang the side of the installation area. Do not trim them off until the installation is complete. In low -profile mode (Fig. 13), either end of the rails can be aligned, but the fust module must be installed at the aligned end. 1 tom. Edge of installation area Figure 13. Low -profile mode Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. Installing Splices. If your installation uses SolarMount splice bars, attach the rails together (Fig. ll) before mounting the rails to the foot- ings. Use splice bars only with flush installations or those that use low -profile tilt legs. If using more than one splice per rail, contact UniRac concerning thermal expansion issues. Mounting Rails on Footings. Rails may be attached to either of two mounting holes in the footings (Fig. 12). Mount in the lower hole for a low profile, more aesthetically pleasing instal- lation. Mount in the upper hole for a higher profile, which will maximize airflow under the modules. This will cool them more and may enhance performance in hotter climates. Slide the %-inch mounting bolts into the footing bolt slots. Loosely attach the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Figure 6, 7, 9, or 10, whichever is appropriate. t \--Edge of installation area Figure 14. High profile mode For the safest high-profile installation (Fig. 14), the aligned end of the rails must face the lower edge of the roof. Securely tighten the flange nuts on the mounting bolts after alignment is complete (28-32 ft lbs). Mount modules to the rails as soon as possible. Temperature changes may bow the rails within a few hours if module placement is delayed 4 V'.. ' UNI /C` 'Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Installing the modules Prewiring Modules. If modules are the Plug and Play type, no prewiring 4 required, and, you can proceed directly to "Installing the First Module"'below., If modules have standard J -boxes, each module should be prewired with one, end of the intermodule cable for'ease of installation° For safety. reasons, module,,,!,, . t ' prewiring should not be performed on the roof.' Leave covers off J -boxes. They will be installed when the modules are installed , on the rails.. Installing the First Module. In high-profile installations, the safety bolt and flange nut must be fastened to the module bolt slot at the aligned (lower) end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of, the rail slot during installation. w . " 1, Figure 15 If there is a return cable to the inverter, connect it to the fust module. Close the J=box cover. Secure the first module with T -bolts and end clamps at the aligned end "of each rail. Allow half an inch between the rail ends and the end clamps . " (Fig. 15). Finger tighten flange nuts, center and align the module as needed,, and: securely tighten the flange nuts (15 ft lbs). Installing the Other Modules. Lay the second module face down (glass to glass) on the fust module. Connect intermodule cable to the second module and close the J -box cover. Turn the second module face up (Fig.16): With T -bolts, mid clamps, and flange nuts, secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts (Fig. 17)'. . y For a neat installation, fasten,cable clamps to rails with self -tapping screws.. Figure 16 Repeatthe procedure until all modules are installed. Attach the outside edge or the last module to the rail with end clamps: t Trim off any excess rail, being careful not to cut into the roof. Allow half an inch ; r between the end clamp and the end of the rail (Fig: 15). . r' Check that all flange nuts on T -bolts are securely fastened. Figure 17ME r' High -lipped module Rv R za v (cross section) Spacer, Low -lipped module �ta (cross section) .. _.�.ui�'„'..:.utXaVsucd. ''� ti�zkw''`K :°',._"'fis.�r4�".'x ";F4�,.. ,z�:��°�y.. .._�.. 9,?.�a.''_`:;+.:_r`r�".5.,.s_:..4`'....'•-fGa.& ® ". Ri? �# ., ,.'.: ''.:'.> :.k. i�..a.� r"�%'. `..` ' +" , .i ::.s #'--,r2i. ": %r,", � s:srr.'£ ,.: ; :,G+ ,, , ;'i.1s `S rf�t . +>,...' +" �'�e""t IT t�w:eu.-rt�ss .n E 'Figure 18. Mid clamps and end clamps for lipped -frame modules are identical A spacer for t the end clamp is necessary only if lips are located high on the module frame. t BUTTE-C ®UN rY UILDING IVISj =PPRO VE® Installation Manual 214 SolarMount Code -Compliant Planning and Assembly VN!MC.0 Part IV. Installing SolarMount with bottom mounting clips This section covers SolarMount assembly where the installer has elected to use bottom mounting clips to secure modules to the rails. It de- tails the procedure for flush mount- ing SolarMount to a pitched roof. Contents Planning the installation area.... 16 Laying out and installing L -feet .. 17 Attaching modules to the rails... 18 Installing module -rail assembly.. 19 Table 7. Part quantities Figure 19. SMR and CB components Table 8.Wrenches and torque SMR Series SolarMount Rail Sets (model no. = rail length in inches) '/e" footing %- flange Rails L -feet bolts nuts SMR48 thru 106 2 4 4 4 SMR 120 thru 180 2 6 6 6 SMR 192 thru 216 2 8 8 8 CB Series Clip Sets (model no. = modules accommodated) Wrench Recommended '/,"module„” flange '/, " hardware %, Gips bolts nuts CB2 8 8 8 CB3 12 12 12 CB4 16 16 16 CBS 20 20 20 CB6 24 24 24 C67 28 28 28 CBS 32 32 32 Wrench Recommended size torque (ft4bs) '/, " hardware %, 15 '/e" hardware %s- 30 QStainless steel hardware can seize up, a process called galling.To significantly reduce its likelihood, (1) apply lubri- cant to bolts, preferably an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. BUTTE Coy BUILDING Dlv1Si t , APPRovED UNIFU C` Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Distance between lag bolt cenaers - 7 2' 01storice between module mounting�hbles PVA module Module bolt Clip Roil L -foot -Log bolt Distance between tog bolt centers — Distance between — mod:ule• mounting holes Figure 20. Clip Arrangements A and B v.a 16 1/41, A Planning the installation area Decide on an arrangement for clips, rails, and L -feet (Fig. 20). Use Arrangement A if the full width of the rails contact the module. Otherwise use Arrangement B. Caution: Ifyou choose Arrangement B, either (1) use the upper mounting holes of the L feet or (2) be certain that the L feet and clip positions don't conflict.' If rails must be parallel to the rafters, it is unlikely that they can be spaced to match rafters. In that case, add structural supports—either sleepers over the roof or mounting blocks beneath it. These additional members must meet code; if in doubt, consult a pro- fessional engineer. Never secure the footings to the roof decking alone. Such an arrangement will not meet code and leaves the installation and the roof itself vulnerable to severe damage from wind. Secure the footings in accordance with "Installing L -feet" (p. 11). Leave enough room to safely move around the array during installation. The width of a rail -module as- sembly equals the length of one module. Note that L -feet may extend beyond the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width of the modules. O_. Installation Manual 214 Laying out and installing L feet L -feet are used for installation through existing low profile roofing material, such as asphalt shingles or sheet metal. They are also used for most ground mount installations. To ensure that the L -feet will be easily accessible during flush installation: • Use the PV module mounting holes nearest the ends of the modules. • Situate the rails so that foot- ing bolt slots face outward. Use Figure 20 to determine spacing between feet on opposite rails. Foot spacing (along the same rail) and rail overhang depend on design wind loads. To meet code, you must use the foot spacing determined in procedural steps 4a or 4b (pp. 5, 8). Install half the L -feet: • If rails are perpendicular to rafters (Fig. 21), install the feet closest to the lower edge of the roof. • If rails are parallel to rafters (Fig 22), install the feet for one of the rails, but not both. For the L -feet being installed now, drill pilot holes through the roof into the center of the rafter at each lag bolt hole location. Consult Table 4 (p. 8) to select lag bolts to meet design wind loads. Squirt sealant into the hole and onto the shafts of the lag bolts. Seal the underside of the L -feet with a weath- erproof sealant. Securely fasten the L -feet to the roof with the lag bolts. Ensure that the L -feet face as shown in Figure 21 or Figure 22. Hold the rest of the L -feet and fasten- ers aside until the panels are com- plete and ready for installation. SolarMount Code -Compliant Planning and Assembly V11IIffr AC Rafters 1 Install later Install lacer Rails rl it 11 II 11 11 11 II 11 I! II I I II LI II li I II { I I i I I i i ! II II II 11 II II II II II II II I I II II FI 11 r! rl 11 II II I i i i I II II II II II II it I1 I i it II F(: � J Figure 21. Rails laid out perpendicular to the rafters. ngure 22. Kaus lata out parallel to the rafters. BUTTE COUNTY BUI�.���� ����Op; APPROVED UN11MC Installation Manual 214 SolarMount Code -Compliant Planning and Assembly Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the modules and snug them together (Fig. 19, p.15). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes, following the arrangement you selected earlier (Fig. 20a or 20b, p.16). Assemble the clips, mounting bolts, and flange nuts. Torque the flange nuts to 15 foot- pounds. Wire the modules as needed. For safety reasons, module wiring should not be performed on a roof. For a neat installation, fasten cable clamps to rails with self -tapping screws. m BUTTE COUN I "® 18 1 BUILD NG DIV�� �. APPROVED Installation Manual 214 SolarMount Code -Compliant Planning and Assembly UNIRAC Installing the module -rail assembly Bring the module -rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the slots. Consider the weight of a fully assembled panel. UniRac recom- mends safety lines whenever lifting one to a roof. Align the panel with the previously installed L -feet. Slide'/e inch L -foot mounting bolts onto the rail and align them with the L -feet mounting holes. Attach the panel to the L -feet and finger tighten the flange nuts. Rails may be attached to either of two mounting holes in the footings (Fig. 23). • Mount in the lower hole for a low, more aesthetically pleasing installation. • Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the instal- lation area. Slide the remaining L -feet bolts onto the other rail, attach L -feet, and finger tighten with flange nuts. Align L -feet with mounting holes previously drilled into roof. Install lag bolts into remaining L -feet as described in "Laying out and installing L -feet" above. Torque all footing flange nuts to 30 foot-pounds: Verify that all lag bolts are securely fastened. Clip slots Mounting slots Footing G \ Flange boil slot -nut " 01�,.0 Figure 23. Leg -to -rail attachment BUTTE: COU!TA BUILDING '9V1DS0:. APPR E UHMAC Installation Manual 214 SolarMount Code -Compliant Planning and Assembly 10 year limited Product Warranty, 5 year limited Finish Warranty UniRac, Inc., warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product') at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (S) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The FinishWarranty NVOID if the practices specified byAAMA 609 & 610-02 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall be VOID if installation of the Product is not performed in accordance with UniRac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by UniRac IN WRITING, or if the Product is installed in an environment for which it was not designed. UniRac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then UniRac shall repair or replace the defective Product, or any part thereof, in UniRac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of UniRac's liability with respect to this limited Warranty. Under no circumstances shall UniRac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. UniRac's limited Warranty covers only its Product, and not any related items. 3201 University Boulevard SE, Suite 110 Albuquerque NM 87106-S63S USA [-0 APPOKOVEI iedIP.FweN M 5 1 e -,j is designed for large electrical power uirements. Witha 20 year wa r ra n tyotthe SAPC-165 has superb usability to withstand rigorous operating ditions and is an ideal PV module for grid onnected Vand rremote I�i.ed f��ow.er Co.r ^ .vri • 'qr �t N , . w i a i• t' . I it _ ?IJ r 3k TSL —'t J: �. ✓/ .�s � � vii •,�. i 4 r J � � ;��s v t v 1• i I� jr �a I Cell Multi -crystal silicon solar cells, 125mm square No. of cells and connections 72 in series Configuration Nominal 24V DC Output Maximum system voltage 600V DC Series fuse rating l0A Nominal power 165 W +/- 10% Dimensions 62" x 32.5" x 1.8" Weight 37.5 lbs. Parameters Rating Unit -Operating temperature -40 to +90 °C Storage Temperature -40 to +90 °C Dielectric voltage withstood 2200 max. V Type of output connectors Multi -Contact° plug & socket connectors Model SAPC-165 /m 2) l000(w 180 5Q 5 Parameters Symbol Nominal Unit Conditions Open circuit voltage Voc 43.1 V Irradiance: 1000.W/M2 Module temperature: 25°C -Maximum-power-voltage Vm 3_4..6 V Short circuit current Isc 5.46 A Maximum ower currentImp 4.77 A Maximum power Pm 165.0 W Encapsulated solar cell efficiency__ _nc 14.6 _ % Module efficiency nm 12.7 % Current, Power vs. Open Circuit Voltage, Short Circuit Voltage Characteristics Current vs. Irradiance Characteristics (Cell temperature: 25°C) (Cell temperature: 25°C) 6 /m 2) l000(w 180 5Q 5 150 800(W/m2) j 40 4 12035 v 600(W/m=) ya 30 3 a 90 0 v 25 2 60 d 2 20 M 13 1 30 10 0 0 a 5 0 10 20 30 40 50 O 0 Voltage (V) _ Current vs. Voltage - Power v5. Voltage 7 0 200 400 600 800 1000 Irradiance (W/M2) Module Temperature High-power module (165W) using 125mm square Coefficients multi -crystal silicon solar cells with 12.7% module Pm: -0.8446 (W/C) conversion efficiency. Voc: -0.1728 (V/C) Photovoltaic module with bypass diode minimizes the Vmp: -0.1796 (V/C) [power drop caused by shade. Textured cell surface to reduce sunlight reflection. Back Surface Field structure to improve cell conversion efficiency: 14.6% U� CEC Certified Tempered glass, EVA resin, and weatherproof film along with an anodized aluminum frame for extended outdoor use. 20 Year Limited Power Output Warranty GRID CONNECTED RESIDENTIAL SYSTEMS OFFICE BUILDINGS • SOLAR POWER STATIONS SOLAR VILLAGE PUMPS • LIGHTING EQUIPMENT TELECOM SYSTEMS • OFF GRID SYSTEMS 32.52 (826.0m]1.81 0.374 x 0.689 (46.0mmJ 19.5 x 17.5mmJ Front Yew 11.81 [300.00mm1 Back Yew Grounding Point 11.81 (300.00mm] 62.01 0 [7575.0mm] e C Ne ative 11.81 (300.00mm) 1male + I e 55 2(1333-1 525(1333-1 a + 11.81 [300.00mm] 7.38 [187.3mm] 1.02 Gl Side Yew [26.0mm1+ I 30.47 [774mm] SCHOTT APPLIED POWER CORPORATION 4051 Alvis Ct. #1, Rocklin, CA 95677 916-625-9033 Field Offices Redway, CA Waltham, MA Willits, CA Tumwater, WA 707-923-2277 781-890-8844 707-459-9496 360-357-1131 www.schottappliedpower.com SunnyBOY'' The leading grid tied photovoltaic inverters in Europe and America UL 1741 Listed for grid iL interactive inverters 5 -year compreh wsi;ve warrantystandard Rugged NEMA 4X stainless steel enclosure standard AIL Exceptional reliability and 11 energy capture ratio Easy to install three-point mounting system Comprehensive communications and data collection options o BUTT The SMA Sunny Boy inverter, the most popular grid -tied photovoltaic invg. rip ®�I .Europe, is now UL 1741 Listed and available in North America. Sunn )y exstensive track record in some of the world's most demanding markets has made API it a favorite among PV professionals everywhere. Over 250,000 Sunny Boy inverters have been installed worldwide. Superior design, rock -solid German engineering and exceptional real-world efficiency have made Sunny Boy the top choice for American solar designers. SMA's modular string inverter design is expandable to virtually any size system :COUNTY G DIVIS1,010 ROVED C UL US UTILITY Sunny Boy 25000 ��2ff Inverter ION �T fl GROUND I I NEUTRAL 9!�pfWlLWO � C i��S I I AC DC Y'll_ DISCONNECT DISCONNECT SWITCH SWITCH < 7W standby Pv Ambient Temperature Rating 45°C ARRAY AC ' DISTRIBUTION 250 - 600V DC PANEL EARTH GROUND Sunny Boy's unsurpassed reliability and efficiency are the result of SMA's manufacturing philosophy that combines simple design with robust execution. SMA's state-of-the-art maximum power point tracking performance results in greater real-world energy capture than any other grid -tied inverter. Sunny Boy's safety and reliability record is also exceptional due, in part, to the inverter's redundant grid monitoring and built-in ground fault detection and interruption protection. The inverter's IGBT power stage generates a nearly perfect sine wave with the lowest harmonic distortion in the industry and meets ultra -strict FCC EMC standards. SMA's unique String Inverter technology makes future system expansion simple. SMA advanced communication options are available to satisfy almost any application. Specifications Inverter Technology AC Input Voltage AC Input Frequency DC Input Voltage Peak Power Tracking Voltage PV Start Voltage Minimum DC Input Voltage Maximum Array Input Power Maximum AC Power Output Current THD Power Factor Peak Inverter Efficiency Cooling Maximum AC Output Current Maximum DC Input Current Distributed bv: Real sine -wave, current source, DC Voltage Ripple < 5% high frequency PWM Power Consumption 0.25W nighttime 213-262 (240V AC) or < 7W standby 183-229 (208V AC) Ambient Temperature Rating 45°C 59.3 - 60.5 (60Hz) Enclosure NEMA 4X (iP65) (501-1i also available) Stainless Steel 250 - 600V DC Dimensions 17.1 OW x 1 1.60H x 8.40D 234 - 550V DC (at 240V AC) in 300V DC 434W x 295H x 214D mm 207 - 256V DC Weight 71 lbs (32 kg) dependent on available line voltage Compliance United States 3000W (240V AC)(DC@STC) UL 1741, E210376, UL 1998, IEEE 519, IEEE 929, 2600W (208V AC)(DC@STC) ANSI C62.41 C1 & C3, FCC part 15 A & B 2500W (240V AC) International 2100W (208V AC) DIN EN50082 Part 1, 61000-32, 50081, 50014, 600055 Part < 4% 2 Unity 55011 Group 1 Class B, 50178, 60146 Part 1-1 94.1% *Convection cooling (no fan) ' Optional external fan (Sunny Breeze) available 12A 12A . SMA America, Inc., 12438-C Loma Riga Dr. Grass Valley, CA. 95945 J-61: 530..273:4895 Fax: 530.274.7271 www.sma-amenca.com t Solar Today... Energy Tomorrow JF :7JAHA M 0 0 Q 0 0 OISTRIBUTION _ PANEL EARTH GROUND AND WHEN RECORDED MA11R0: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2005-0056468 Recorded I RIC EEEE 10,@0 Official Records I County of I COWOR1ED COPY 1.09 Butte 1 CAI+ E J. GRUBBS I County Clerk-Recorderl I I SA 02:5" lM+ep-2095 I page I of 2 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: Date C�� ��S /! State of California County of PROPERTY OWNERS: A; On 5 1 Z 0 y S before me, DP�v�5r- 1.1 11 etror-�. A A. personally appeared *, K.2!t 4" 11-acA, * 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 person(s) acted, executed the instrument. IENM HALLGWN Cohunisslon 8 1449960 Notary Pubic - CGROM10 Butts Canty C0ff& tZ8, 2W71', S- Order No. BU -219615 DT Description The land referred to herein is situated in the State of California, County.of Butte, and is described as follows: PARCEL I: PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1980, IN BOOK 79 OF MAPS, AT PAGE(S) 65. RESERVING THEREFROM A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON SAID MAP. AP#: 047-220-094-000 PARCEL II: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE NORTH 60 FEET OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M. PARCEL III- A 60 FOOT RIGHT OF WAY AND PUBLIC UTILITY EASEMENT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1980, IN BOOK 79 OF MAPS, AT PAGE(S) 65. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. insulation Certificate BUDING PERMIT ILi. :BZUI1D1:N4G�ONWKER: BIIILDING LOCATION: 2-,Q Description of Installation ROOFBran o d Name Material i v ThermalResistance (R -Value) Thickness (inches) CEILING Brand Name Batt or B]anketType Value - - Thermal Resistance (R- ) *Thickness Cinches) Brand Name Loose Fill Type mu lb Minim thickness _ inches Contractor's minimum installed weight/ Manufacturer's installed weight per square foot to acheive Thermal Resistance (R-Value) EXTERIOR.WALL / ©�-- / Brand Name -(R-Value) Material/ Thermal Resistance Value Thickness Cinches) RAISED -FLOOR Brand Name Material `IhennalResistance (R -Value) Thickness (inches) SLAB FLOOR -- Brand Name Material Thermal Resistance (R -Value) Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) — Brand Name . -anal Resistance (R -Value) Declaration hereby certify that the above insulation was installed inw re residential buillding at dings contained n Title 24 of above location in the with I he r Y Ener Efficiency Standards for ne the current Building Energy California Admi 'strative Code. License Number General Contractor (Builder) - Z*-/-� -A .Signature and Title Sut}Contractor (insulation Installer) c. nameandTitle License Number Date tg •t•ca-r� ('FRTIFICATE MUST.BE PROVIDED TOf THE B JUIRGTDnIN Thr PRIOR TO FINAL INSPECTION NJ Q BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. B.PO53209 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under Issued Date: 12/06/2005 APN: 047-220-094-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Site Address: 4211 LEFTOUT LN. CHI License Class : License Number: Map Index: . Date: Contractor: DescFiption: roof mount solar OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HARD, KEITH permit to construct, alter, improve, demolish, or repair any structure, prior 1879 MANZANITA AVE to Its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of CHICO CA the Contractor's Stale License Law (Chapter 9 commencing with Section 95926 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom.6nd the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): I, as owner of the properly, 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: HARD, KEITH Code: The Contractors' State License Law does not apply to an 1879 MANZANITA AVE owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, CHICO,CA provided that such Improvements are not intended or offered for 95926 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). O I am Exempt under Article 3 of the Business P ssions Code �"` Dale: Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy n: Valuation: $0.00 I certify that in the performance of the work for which this permit is Census Code: Issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall I j forthwith comply with those provisions. /V} Dale: .- Applicant: 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, damages as provided for in Section 3706 of the Labor code, Interest, and attorney's fees. J CONSTRUCTION LENDING AGENCY This permit is her y issued unde e a cabl provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to work indicat Tov:or w ' fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Dale: Name: BY /7 PERMIT EXPIRES 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 duly authorized agent.of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: F T'K`tN � Signature: ��- _ _ Dale: I � /.Owner0 Contractor •❑ Agent for Owner ❑ Agent for Contractor Butte County Department of Development Services. murrf� artea N ® T E S 7 County Center Drive, Oroville, CA 95965 (530) 538-7601_ vnvw.buttecounty neUdds ' a j6 A 0 16 RESIDENTIAL: AEN: '" _047-220-094 05-3209 _. HARD, kilTH - Owner. _4211-.LEFTOUT LN,-CHICO"' —� Site Address'. Cont: OWNER .ROOF'MOUN `— . � - T SOLAR !M _ Contractor. Type of Permit: 0S,OL( 13 f a SPECIAL CONDITIONS CHECKED BY Q SRA ❑ FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED ❑ SPECIAL INSPECTION ITEMS ❑ VERIFY ❑ USE PERMIT CONDITIONS ❑ SUB -STANDARD HOUSING LETTER ❑ ENCROACHMENT PERMIT ❑ REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE ED DATE JOB FINALED: SIGNATURE: i . -'OK i o = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LPO Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE DEC K S`C O V E R S`C A R P O R T S `GARAGE S 1 Zoning -Setbacks -Easements 2 Figs; Soils-Sz-Dpth-Spacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; SilIs-An chrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls °' 0�s s` DATE IPOOLS 1 Setbacks -Easements 2 Soils; Com paction-Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcis/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GF1 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Encis rs-pniboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide s �41 °� ds Pool Drawing = OK 0 = Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Fig Dpth 3 Fig Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Fig Dpth ` 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 69 Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 1.1 Wtr Pipe; Test-Anchrs-RgltrService Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn _ 14 Girders-Sills-Anchr BoltsJoists -Vnts -Cripples 15 Acc & Vntltn 16 Insulation mac` mac` o,' DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insulin -Walls -Ceilings 39 Infiltration-Walls-Wndws DATE JELECTRICAL _ 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑ CU or --IAL AC Wire Sz ga ❑ CU or [:JAL 48 Range Circ ga F-1 CU or ❑AL Oven Circ ga ❑ CU or ❑AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector UAIt IPLUMBING 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First fir -Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub•Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping DATE IMECHANICAL 61 AC Ducts Insulin & Support 62 Vent Fan, Exhaust abv Insulin 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic DATE IFINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-CImc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sis & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cimc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑ Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntitn thru House 93 Glass Prtctn .94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler 11 S Q BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO53209 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I licensed under provisions of Chapter 9 (commencing with Section 700000 ) of Division 3 of Issued Date: 12/06/2005 APN: 047-220-094-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number. Site Address: 4211 LEFTOUT LN. CHI Map Index: . Date: Contractor: •• Description: roof mount solar OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HARD, KEITH permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 1879 MANZANITA AVE 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 95926 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and .the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): I, as owner of the property, or my employees .with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: HARD, KEITH Code: The Contractors' State License Law does not apply to an 1879 MANZANITA AVE owner of property who builds or improves thereon, and who does • such work himself or herself or through his or her own employees, CHICO,CA provided that such improvements are not intended or offered for 95926 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business P ss ons Code �`" (-145- Date: Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Total Square Ft: 0 S. F. /} Policy #: Valuation: $0.00 VI 1 certify that in the performance of the work for which this permit is Census Code: Issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' ,/— compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 2- 6-7-95.5,Vljf Dale: Applicant: ri� WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one `' 1 hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is her y issued unde e a cabl provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions to work indicat ov or w fees have been paid. /2 — 6 r �v Name: By: Date: PERMIT EXPIRES ON: . � G — O 6 Address: Date '/ ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized 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 substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: �// CCT`tt � Signature: !' " �• tP " Date: / /Owner 0 Contractor 13 Agent for Owner ❑ Agent for Contractor Ll NOTES RESIDENTIAL "047-220-094 5-0413 PERMIT N0HARD, KE1°Tip LEf"fZ-VWLNi,C CO� Y)o Cont: OVVNER. NEW SJN-GI.-E FAMILY /e or 32--(),7 %low AA0060-", SPECIAL CONDITIONS CHECKED BY — SRA — FLOOD CERTIFICATE REQ. — FIRE SPRINKLERS REO. — SPECIAL INSPECTION ITEMS —VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER C)f F . fn C- P-l.b.1 A Ai OFF RA(CC,,�/Z 4_6 F A A &UCEC�OPy 14911 SQ9 (9Qt Address GAS Meter By Date ELECTRIC Date 0 Meter By JOB FINALED (Date) Signature • `COUNTY OF BUTTE.... k BUILDING DIVISION ^ DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE CSS OWNER PERMIT N0. R?. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should corrected. Please call for re inspection when correction of i work is completed. If ave any questions pertaining to this matter, or need additional �_Y explanation, contact the Building Inspector as indicated below. i�Ro o bc PCCESs -T C) /91(- FLtcTI c zx PR r t� CAP Fon C'(6_AA1C U T , (06 ALL /V MB C1 RCU IT `'M (p c EsS- T© MIS -F((8- lr cvz .:J oulbe VEP2iFI4l(oW OF 181TE2101Z SH Ep fz- i PIS PEC 7710 /1r fI N L 44TH Z /3,Q0 UJA/ >9N tv oa H u sE PUrrm,61A(,�' I r A -S Date Inspector REV 4/05 Phone # � 38 -6(3 'Z Z FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 r = ` COUNTY OF BUTTE I BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above addressAnd should -be corrected. Please call for re -inspection when correction of "-..".-work is completO. If you have any questions pertaining to this matter, or need additional explanation ease contact the Building Inspector as indicated below. �r; r� h�5 eve k1 U � 1 V S LL 0 •bate J `� Inspector (( "" f i/t �C " ., REV 4/05 Phone # r- FOR RE -INSPECTION SCALL: 538-7636 OR 891-2834 _ _ COUNTY OF BUTTE ` BUILDINGDIVISION DEPARTMENT OF DEVELOPMENT SERVICES ,:.. 7 County Center Drive • Oroville, CA • (530) 538-7541 • CORRECTION NOTICE WZ °r OWNER O - ERkT NO. ' A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of ' work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. cT i M1i'r: i ,:.LUV , L4 i 7 s; 6'1 0641,7 t` - _ eSS C�1 �4'rG d� V t-'_ �� /t� J l c i -7t I_ ' . 1 /A.,,t f, �c COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE btu l 3 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional f explanatio , please contact the Building Inspector as indicated below. t• f n ly- 60 ,t, nn''r l l P U U_ r s, o± u T ' !; )'In6 Pr1-4 r r) 6iri rri A. Sf-r r %ed looh2 r Iry d� P4l�;' �Pr c�LArl v l Fu✓ . -H VA un 14 514soe4id Pel 10V6 Y-1) D' < Pl�►5 Shc UJ i fi�r► r ae- Qf e a 6_60Vt LIn rtiyG tj)" 11 c v�✓� r ` Ct" GI ell - r, w JI t) V 0'C. I Close S adllc�ce'j,1- -v •2n�frLl sky f��r �li7�P��d A•; a(��%!(� 2� t' QY {�iVt i n Cy Q I'�✓/)1/c..� ( l f > J 6S " /b✓iGt? Pyr cL GJosc`f 43 4b bm 5-1'I b 1-e_5 ShQ I v e s Vide + <bd(q-elf) -- -o f) VAC D J , 1)4' G cC P55 7P F+V A� 1e 1 4- / n !q,Q i i o(v (l'� a ✓vv cel 1 al D !ft tt, I'd ,�`c � W �� ✓� �S CvJ etc-4�t �>~, n �i 1 � G14-� _ d ate U _ 17 U forte�- vJ REV 4/05 P # 6,7) iG l FOR RE -I 'SPECTION CALL: 538-7636 OR 891-2834 �eu u✓-c'til��- hoa.5e ((trap COUNTY OF BUTTE t. BUILDING DIVISION }4. DEPARTMENT OF DEVELOPMENT SERVICES . 7 County Center Drive • Oroville, CA • (530) 538-7541 1 :. CORRECTION NOTICE irk - OWNER PERMIT NO A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of -' work is mpleted. If you have any questions pertaining to this matter, or need additional explanio��n, please contact the Buildiing, Inspector as indicated below. `inn r i 1 l.xk�i jLCG k� Vec.11— C� u tab, e er bey A Dat eInspector REV 4%05 Phone # (! FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 ,: • r 3 4:t •�.4 ' dy Dat eInspector REV 4%05 Phone # (! FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 ,: • r 3 ......:. COUNTY OF BUTTE..... . BUILDING DIVISION ` DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE N\0 O,5{c)1-I13 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. T10 0 ;.� to Qc-F� w 5 v PS( ( . r o2 t -)W V �>%("E C/)f)P Z W -AT e2 P I €'F Date / 1 C6 Inspector) E RA H St oM M( -) N REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE _..''BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 �1 } CORRECTION NOTICE 10!. OWNER i PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of r, work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. -e -k 1 /1* Irl. by- Sly r 6"y) s� de of ✓ PmGi I n -Pc re'd M- .QpOyov-e-- 0("-5 of 1 L iK• G�l . xq �1. :L c ' eV. l ' 1 oj.a Date Inspector REV 4/05 Phone # t' FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 E' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #. (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP050413 B. C. Building Permit 01-16-04 pg 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: 09%19/2005 APN: 047-220-094-000 the Business and Professions Code, and my license is in full force and effect. License Class License Number: : Site Address: 4211 LEFTOLIT LANE CHI Map Index: Date: Contractor: Description: NSF(2685)GAR(1015)C0V(1232) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HARD KEITH permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 1879 MANZANITA AVE 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 95926 7000) of Division 3 of the Business and Professions Code) or.that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: HARD, KEITH Code: The Contractors' State License Law does not apply to an 1879 MANZANITA AVE owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, CHICO,CA provided that such improvements are not intended or offered for 95926 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). —/ l�J I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). , ❑ 1 am Exempt under Article 3 of the Busines-.s pind Professions Code Date: ab 050wner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: HLIBLEY, MICHAEL D. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 4932 S.F. Policy#: Valuation: $218,597.00 Census Code: 2,1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the 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 those provisions. 5 Date: �f L Applicant: 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, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY Tlhis permit s he y issued under the applicable provisions of the Butte County Code arta/or 1 hereby affirm that there is a construction lending agency for the of the work for which this is issued (Sec 3097 Civ.) Resolutions work indicated above for which fees have been paid. (� performance permit BY: Date: Name: ((� ) - PERMIT EXPIRE \ Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized 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 substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: C G Signature: ` 65 Date: 0Owner ❑ Contractor ❑ Agent for Owner .❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 XAAAI�Tecch r VerTech Structural Engineering 383 Rio UNDO AvE #200, CHIm, CA, 95926 PH. (530) B99-8716 FAX (530) 899-1 102 April 20, 2006 RE: Kieth Hard Residence, Left Out Lane, Chico, CA To Whom it May Concern: We observed the installation condition of the HVAC equipment and checked the connections connecting the platform to the house structure. The connections provided have the design capacity to hold the 106# HVAC unit they are intended to carry. No exceptions taken. OOFESS1on��`<'" Q Z No. S 4732 Exp. 6/30/06 X �rFOF ClyUErs'2�`�° r V '� CIO VerticalTechnology er Engineering M Rio ludo Aye. #200, Chico, 0% 99926 ��AF h Ph. (530)89M716 r�( M)899-iia2 April 17, 2006 RE: Hard Residence, Left Out Lane, Butte County, Ca. To Whom it May Concern: The attached ceiling joist schedule may be substituted, at the contractor's option, for ceiling joists called out on plan at the residence listed above. Sincerely, VerTech Engineering Project: Hard Engineer: RKB esign of: Roof Framing Roof Loads DL= 16 psf LL= 20 psf Reducible to 16psf where slope > 4:12 Page: Date: 4/17/2006 Roof plywood: 1/2" APA rated Exterior (32/16) plywood or OSB. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable ends, drags (attached to straps), blocking and all supported edges. Roof framing: Cut and stacked roof systems shall be built to the conventional framing requirements of the Uniform Building Code (UBC 2320-12). Purlins, braces, intermetiate supports, and connections shall be provided by the contractor which are capable of transmitting all gravity and wind loads to the foundation. The following additional limitations shall apply: 1. Ceiling Joist Maximum Spans (16" O.C.) a. 2X6 DF -L #2: 14'-0" b. 2X8 DF -L #2: 18'-9" c. 2X10 DF -L #2: 24'-0" 2. Ceiling Joist Maximum Spans (24" O.C.) a. 2X6 DF -L #2: 12'-2" b. 2X8 DF -L #2: 16'-3" c. 2X10 DF -L #2: 21'-0" Typical Headers (uno) Use 6X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". XAAA. r ech March 29, 2006 VerticalTechnology Engineering M Rb UxbAwa #2M Chia, CA %9% PK (90) 8998716 RNPD) 899-11M RE: Keith Hard Residence, Left Out Lane, Butte County, CA To Whom it May Concern: The 8'-0" number "Y shear wall located in the office of the residence at the address above may be reduced in length to T-6" with no changes to nailing pattern or hold downs called out on plan. See typical shear`wall schedule for additional information: 4r. fir_ D. ly", o CC ` 9 ;a - Exp. 6/30106 1 J=OK 0 = Not OK . = Not Readyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 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 7, Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements-Setbacks-Easements Card B-1 Date Card B-1 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector r 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 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date 12. Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Card B-1 Date Card B-1 1. Zoning Requirements-Setbacks-Easements Card B-1 Date Card B-1 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- 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 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s V F ., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth F arage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth F ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth mwalls, Main; Steel-Blockouts-Wrapped mwalls, Garage; Steel-Blockouts-Wrapped 6 Hold Downs and Special Anchors Piers -Fire lace Ftg.-Steel W 9 D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Tes 01 (101 UF, Gas Pipe; Size Anchors -Yard Gas P Size Test® tle�VVater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. L4,.4�1Fders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. s & Ventilation 16. Insulation Date/-`=�) Card B-1 Date Card B-1 Date (- 4 - 8 G76ard B-1 QNJJo-'S . Date Card B-1 Date PLUMBING (Permit) OK except #'s djpWater Htr.; Vent -Access -Combustion Air Baffle 8 ater Pipe; Test & Anchor -Nail Protection 1 ; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access efgTest Tub & Shower, S 2 as Pipe; Sixe & Anchors .23_Eke-@JFlnkler; Test Date 42,-.2T Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date ELECT L (Permit) OK exce t #s- ixturg_& Transform lea a -I otection ec. Receptacles Spacing- ights & Switches at Doors e Boxes & No. of Conductors Stapled 2ZiR6—me-x Installed Close to Edge of Studs & C.J. 2 quip. Ground made up w/Mech Fasteners -Bond Gas & Water ppliance Circuits in Kitchen & Conductor Size GFI Subbed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 3 ange Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Ins fated Neutral 0 Yes O No 32. ervice-Riser Conductors & Ground Main Disconnect jj2auip. Clearances Panels-Motors-Mech. Equip. 34 I es Closet Light -Shower Light -Spa Light Smoke Detector Date j4— C rd B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 MECHANICAL (Permit) OK except #'s C. Ducts Insulation & Support Fan, Exhaust above insulation condensate Drain & Overflow, Size & Grade 9. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date_ ., - Dat Card B-1 Date Card B-1 X, Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s i Is Proper Materials & Anchors 2 a Is Studs -Nailing Spacing & Braces -Plates -Sound 4 . aring Walls over Girders & Floor Nailing 4t�ft Stop in Walls (rat proof) Fe Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. eaders & Beams -Size & Bearing Date FRAMING (Continued) l4% Clinq._Joist- Rftr. Ties- Purl in -Roll Brac.-Truss-Shtinq.-Rtnq. eplace Ties or Type A Flue -Fireplace Throat Clearance 0. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 1 : Windows or Exiting Doors -Sill Ht. & Dimensions r5V Gara a Fire Protection Framing -RC Channel operty Line Firewall & Openings aLfnoors-One 3' -Check Garage 3rd Story, 2 Exits 55 airs; Width -Headroom-Rise- Run- Land inq-Fire Protection od on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer Stucco Mesh-Dri reed -Fd. Vents-Underflr. Access zing A lass Protection -Skylights -Plastic (} 60. S ails; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation-Walls-Ceilinqs 63. I nfi Itration-Wal Is -Windows Dates) -I,7i and B-1 Date Card B-1 Date _� Card B-1 Date Card B-1 Date FIML (Plans) OK except #'s 66V EySteps-Door & Sidelight Protection -Landings Smo a Detector 6 urnace Vents -clearance -Comb, Air -Co In Garaqe; Above Floor-Ductrly . P I. & Bath Fixtures Tub ss -Spa' 6 lec. Trim & Subpanel, Breaker Sizes & Labels 70. St4ir6& Rails _471eerireplace or Stove, Clearance -Hearth 72. Eler, Outlets at Wood Panel. Int. & Ext. _Za!Kit._Pxt. & Appliance; Ground -Air -Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter 5 rage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garaqe-Damper ir,Karage; Above Flo - ech. otecti PIb.,Elec. & Mech. Equip. Listed for Location 29. ec�Receotacles in Garaoe (F.F.I.)-Romex Protection 8sul 'on -Foam -Looked in Attic 181. mails & Deck Construction -Post Caps 84-'5dn. VBents & C Hole Door Drainage & Wood -Earth , _ Clearance L ed under Floor O Yes 83. Fol tld./Drive D Y 0 No/Walks 0 Yes O No/Planters 0 Yes 0 No 8 Stu row A.C. Unit Disconnect, Electrical -Plumbing t96,465t-s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, D onnect, Electrical, Plumbing xterior 94c. Trim, G.F.I. Receptacle -Underground Q_Ve<j'arfr'on Throughout House ss Protection Corrections from Previous Inspections as Test -Meters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval G4eolrnergy Compliance Certificate -Other Certificates SIP Address Posted 96. Fire Sprinkler jtr* Date -Q Card B-1 C, Date Card B-1 Date Card B-1 013 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Bl $ 3q-_7�.a� BUTTE CO TY O DEPARTMENT OF DEVELOPMENT SERVICES p BUILDING PERMIT APPLICATION O AND SUBMITTAL REQUIREMENTS € O 24 HOUR INSPECTION#: OROVILLE: (530) 538 7636 • CHICO: (530) 891-2834 0 p OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION O� • a' �N Website: www.buttecounty.net/dds /�,q "PLEASE PRINT CLEARLY" � ✓ jr) I CONTRACTOR I Name Address City State OOIHO Phone Fax EIt7O-SO E-mail Lic. # I Class ARCHITE OWNER Name �Q C L *t10ZD6Y FAM Last Na City 01-kCD first Name Zip SW6 Address MA E-mail City 0 tl Map Book State G+ Zipq Z6 66 Phone S�q _ 1gy1 Date Approved: Fax Address E-mail I CONTRACTOR I Name Address City State OOIHO Phone Fax EIt7O-SO E-mail Lic. # I Class ARCHITE NEE Name �Q C L *t10ZD6Y FAM Address, YZiO L-ul ,Z'% of F 2_0O City 01-kCD State Zip SW6 Phone 8Qg �i:J tb Fax E-mail State License Number Map Book Is q1?_ APPLICANT NAME Name Address 13 City (1-kD State Q4+- Zip p� CC Phone e69-OS5- Z— Fax E-mail .jr SIGNATURE For office use only: Zoning Property Address Flood Zone SRA ves No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: �6 PERMIT NO. BP C�� 04-/ BIN 'A- 1 LOCATION AP# Property Address Pa( iib Cross Street bt� WORKER'S COMPENSATION Policy Number Carrier_ k'11JNVd a-19 IIS MJTd Icense contractors, a certificate of worker's 113NMO :IL10 0 vn at the time of permit issuance. N-1 -100 L3S I - JDING AGENCY H.LIB)I `ml VII b60-07Z-LV0 Address Description or Scope of Work: 5406 c_F_ FAMi lY D�cclLL Sq. Footage -2/69S " wig 6&r ❑ 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 OVER FOR SUBMITTAL REQUIREMENTS L K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 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. Receivedb)t " Amount: • Bldg -� SRA Receipt #:/9J^ Sheriff Date: -1% DJC SMIP Other �S 39 / Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fol• aL 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-perrnit.tAdditional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ 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 ' Butte County Department of Development Services gvTtF YVONNE CHRISTOPHER, DIRECTOR oo C o - 7 County Center Drive o _. ,�_�_Q...<oo o Oroville, CA 95965 _ (530) 538-7601 Telephone c0U N'�y (530) 538.7785 Facsimile .111:t O TO: WILLDAN mle FROM: Scott Rutherford (530) 538-7160 LOT srutherford cDbuttecounty net I SUBJECT: Plans Transmittal For Review Per Contract O < DATE: 2/14/2005 Applicant: Hard, Keith Permit No: 05-0413 Project Type: NSF/Gar/Cov APN: 047-220-094 100% 70% Plan Check Fees $ 1,390.40 $ 973.28 $ 1,390.40 $ 973.28 WILLDAN Fee $ 973.28 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other C4/3 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET! GWNER: ` ASSESSOR PARCEL NUMBER U 4- '" )U o- n q • Proposed Building Use: 0 Jo Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in 6rdir 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 pians, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. OO 7. Statement of Intent for Non -heated and A/C 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 ❑�zardous Material Form O I anitation and site plan approval from the Environmental Health Department in VChico ❑ Oroville, as applicable.I1 T�t� 16. Other 1_ Remaining items needed to issue'the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ Erosion Control Plan Required........................................................................ ........ Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑� City of Chico Plumbing permit........................................................................ i 23. lifornia Department of Forestry plan approval,p�paid. Sent by: ............. tanning approval (A) Use: 0 K1 (B)Parking: (C) Parcel Check: L/'/ 9 Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... �o 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) ..................... ❑ Letter of Signature authorization ..................................... .:............................. Q/ (F3333._.,Recorded copy of Agricultural Acknowledgment Statement......." ........................ ❑ 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 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant:,G` / 3 Date: 1. Index permit application for the at5bve items numbered: Plan Check 2. Additional items required Contractor, design , owne was advised of the above data by 'one, ❑ mail, ❑ counter, by Date: _ Contractor, designer, caner as advised of the above data by : phone, ❑ mail, ❑ counter, by Date: _ Plans reviewed by: Date: Plans approved by: Date: Structural reviewed b : Date: Structural approved by: Date: Note transfer b Date: A Yellow: Building Division E.H. USE ONLY Plot Plan Attached G IA ; ' Floor MencA® La Sent to 6.0 r TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �7' 3 Lf 22 67Z-;7" e�7 ZZ7—Zzo—Gq4 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Pub 'c Private Well X Clearance for dwelling. Other 3 �a�rm /��rrZ�, cov>°/,Jr✓15, c�i�✓GT� Hold'final for:, Final clearance O.K. for: NOTE: C ` 111 l e ��� � • l ,�/� S Z --// `.� 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 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE f 11L AD S1 X15 I.S 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ..........................:...... $ SCHOOL DISTRICT FEES (paid at District Office) Q) (�t3. SHERIFF FEES (paid at Building Division)N Residential .................................... _x$36 0=$ ©' (/J Units Commercial (sq. ft.) ...................... x $0.0 — — Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. tt. _Amt. �40' RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $$9.69'Cpaid at Building Division) A.P. # 4-7-220--P DATE -;) J if ho RECEIPT # DATE REC. 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500:00 (paid atBuuilding Divisionigl-go OTHER -SM 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 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Butte County Department of -Development Services 0�urrF0 7 County Center Drive ° ° Oroville CA 95965 ° `'' (530) 538-7601 Telephone o "' G (530) 538-7785 Facsimile cOUNty BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: ` =R", Lc.S Building site address: Lt?T_ ,-� Lr 'l=am o v i L44`CC;:7 _ APN: (-� `17- —Z� —D9V Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: ����5 SIGN'ATURE' 6F40PLICANT DATE Copy to Applicant/EH/File K:Forms/BldgPennitwithoutClearances 020705 ,?P,STMS-14T 6VTTF o. \0 � c0►1M 5 A�Uc WORD Department Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) .Acknowledgement [LESS THAN 9 ACRE] Project Description: A � LS' A"n_s . IFi�VY1t2jf�- Project Location and/or Parcel Number:1TFP_ Ccx-,97y U�J 01-1,1 Z2c�) 09 LI By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when 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 provided by law. Signed: l Title: P Date: Less than i Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 7' �V W I LLies Serving Publ,DA�N March 24, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 Tel: (530) 538-7169 Fax: (530) 538-2140 SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan Project No: 14353-1416 Jurisdiction Job No: 05-0413 Applicant: Todd Harris Description: Hard NSF Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies sheets O through 11 dated 02/10/05, by Todd R. Harris, and sheets SDI and SD2 dated 02/08/05, by Michael Hubley. * Energy Calculations: Two (2) copies dated 02/10/05, by Marty Runnells * Truss Calculations: Two (2) copies dated 02/02/05, by Longfellow Lumber Co., Inc. * Structural Calculations: Two copies dated 01/05, by Vertical Technology Engineering; one (1) copy of Detail Book Structural Insulated Panels, dated 08/200, and one (1) copy of Load Design Charts undated, by R Control. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. f .r APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of, `the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: } • Part 2, known as the California Building Code and abbreviated herein as "CBC". 3 • Part 3, known as the California Electrical Code and abbreviated herein as. "CEC". • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC". v r • Part 5, known as the California. Plumbing Code and abbreviated herein as "CPC".. ",' • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS". ' } CODE ANALYSIS , L ' r F, Our plan review revealed the following information regarding the occupancy designation, tYPa of construction, and other pertinent features. This information is consistent with that shown on the plans. Type of .Type of ls` Floor Total Specific Use CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. s 2. Revisions and/or notes asred-lined on the plans. DEFERRED SUBNHTTALS Our plan review reveals no deferred submittals noted at this time.: r SPECIAL INSPECTION NEEDS 4 ' Our plan review reveals no special inspection needs pursuant to CBC 1701. • f ,Sincerely, Clay S an Brad Boehm, P.E. . i Plans Examiner Plan Check Engineer 4 Cc: E-mail Alice Mefford at: ainefford@buttecounty.net 1 Todd.Harris, 3 Capshaw Court, Chico, CA 95926 Keith Hard, .1879 Manzanita Avenue, Chico, CA 95926 ` Vertical Technology Engineering vertech@sbcglobal.net Page 2 off WflIdan :I f353 -1.x'(6 PC'1F Butte County 05-0413 4 Sprinklers Stories Occupancy Construction Sq Ft S Ft 4'.iauYrr,,, �y Dwelling R-3 V -N No 1 2,685 2,685 Garage. U-1 V -N No 1 1,015 1,015 Covered Porch R-3 V -N No 1 1,232 1,232 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. s 2. Revisions and/or notes asred-lined on the plans. DEFERRED SUBNHTTALS Our plan review reveals no deferred submittals noted at this time.: r SPECIAL INSPECTION NEEDS 4 ' Our plan review reveals no special inspection needs pursuant to CBC 1701. • f ,Sincerely, Clay S an Brad Boehm, P.E. . i Plans Examiner Plan Check Engineer 4 Cc: E-mail Alice Mefford at: ainefford@buttecounty.net 1 Todd.Harris, 3 Capshaw Court, Chico, CA 95926 Keith Hard, .1879 Manzanita Avenue, Chico, CA 95926 ` Vertical Technology Engineering vertech@sbcglobal.net Page 2 off WflIdan :I f353 -1.x'(6 PC'1F Butte County 05-0413 4 ." .. ., — I %_ - BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No.. A.P. Number o o U' oq Jurisdiction: city County Property Owner Property Locabon/Address � all Le - Subdivision Residential Development No 12g Mobile Home Units Installation -Commercial/Industrial New Addition I Building Department Lot No. ........................................ ................... ..................................... Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # *(No foundation Inspection) ............................................. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), \s' '�r'V's'N Sq. Footage (Including Exterior Roofed Areas) Date District Identification, No. 4 `Q School District certifies that e. 3 •�­(Aoplicant)'�' 00, n `- �` ,� '�-✓� ,r 9 9-4� / (Street Address) (City) has complied with the requirements of Resolution No. representing to u square feet. School District Paid by Check # Remarks: (State) (Phone Number) L, - (Zip Code) by payment of $ 2926 $ FULL MMGATION $ Date '«i Notice: You may protest the Imposition of the fen klendfied above by submitting a written protest to the Dishict. In compliance with Govern m Code Section 66020(a), within 90 days from the date fen are paid. Failure to submit a timely written protest will'prohlblt you from challenging the Imposition of the fen In any court action. N, subsequent to the School District Represented" signing this Butte County Schools Impact Fee Cer0fication Form, the School Didrkt Is Will!sd by the applicable Local Planning Agency that this project Is being reviewed under the California EnvImnmental Quality Act (CEQAh this project may be subject to additional school fen to hilly riftlate. Its Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.)ds (10/03)dmm 4 FA 0 COPY of Document Recorded 19 -Sep -2005 2005-0056468 Has not been compared with AND WHEN RECORDED MAIL TO: original BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE BUTTE COUNTY COUNTY RECORDER r OROVILLE, CA 95965 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: Date_PROPERTY OWNERS: �r;iTt� r'CYYt� State of California ) . County of ) On _ I 100 S before me, A. personally appeared *,-/ K-j!�,( I 1=6K 6k-, ­'k� 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 person(s) acted, executed the instrument. i DENISE HALLGWN commmon i I"9W Notory Pubic . C WOM10 Butte county =4 COmnt =W,20071, Order No. BU -219615 DT Description The land referred to herein is I situated in the State of California, County of Butte, and is described as follows: PARCEL I: PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1980, IN BOOK 79 OF MAPS, AT PAGE(S) 65. RESERVING THEREFROM A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON SAID MAP. AP#: 047-220-094-000 PARCEL II- A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE NORTH 60 FEET OF SECTION 19, TOWNSHIP 23 NORTH, RANGE I EAST, M.D.B. & M. PARCEL III: A 60 FOOT RIGHT OF WAY AND PUBLIC UTILITY EASEMENT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFF -ICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1980, IN Book 79 OF MAPS, AT PAGE(S) 65. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL 1, DESCRIBED HEREIN. BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) 6 a O O R Building Pen -nit Number S 6 1 Property Owner (s) Project Location /Address Subdivision Name ✓ New Development Alteration/Addition(s) 1 Assessable Sq. Ftge ;�e Type of Residential Development (check one) Single Family -Detached Non -Residential to Residential Mobile home Mobile home replacement Demo Permit (date issued ) Comments: Single Family -Attached Multi -Family Dwelling verified by Assessor Department verified by Building Department Building Departm�n} Representative Date . .. 0 FRRPD XCARD ❑ PRPD ❑ DRPD certifies that: IT YX Applicant Name /� Phone Number �-N 1 V�PrrJ� �J �-�Ac \(Ir— C-�\-\C_D q IS72S, Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ Remarks: per unit for a total of $ per sq foot for a total of $ Paid byCAck No. () P id by Cash: �a ftgipt N and Park ve v.�r nnr rc�ni rrr nrr tr: FnRMC\narir_rP.r. 0andard form rev Ldoc Date ns— $1680.00 TO' RETURN TO CHICO EH2 SITE PLAN REVIEW APPLICATION' Date: 7 oaky AP# Permit Number (if applicable) Bin Number i - (YV APPLICANT INFORMATION (� Parcel Size: Owners Name: �L Owners Address: 2� Telephone No Situs Address: .Proposed Use: ff,9- / V / v Email: .Residential 10 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 �5: L'3•Gl � �1 JUL. 0 S•'R ❑ Commercial Remodel ❑ Industrial Remodel .Well ' Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW -THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) - -Approved Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By.' k ''QU 111 Date 0 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Qroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------------------------------- ❑ Detached Building Use Form E]Encroachment Permit --------------------- ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: t- — C. 1 - ``1 6 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 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 i Applicable Development Fees: Standard Fees ❑ Fire ❑T School* ❑ Parks/Recreation ❑ Roads ❑ 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: El No ❑ Yes Comments: ❑ Parcel.Deemed to be legal, ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice 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 Subdivision Map/Parcel Map: Map Date of Recording: ° W Lot: "3 Book: ❑ Use Permit/Minor Use Permit Permit Number: 7 Date of Approval: Page: 0— Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ 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. El Page 4 of 5 Summary of Specific Requirements: � 4 r This information provided in this summary is based on the application information and on the best available data at the time of review. CAL.arrys\Building Permit Site Plan Reviewl.doe (2-20-04) `1 4 r Page 5 of 5 dnvironmental Health J U L 2 2004 BUTTE COUNTY Chico, CA AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: V&'o Phone: Mailing Address: I c1 iM tJZAIJ IT frt VEaJUE_ l C E�nco� OA E -Mail address Assessor's Parcel Number: " I� -Z2� 09 Reason you believe you qualify for the unusual circumstances exception: 1� '16ZI Owner or Authorized Agent's signature Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ....................................................................................................................................... ....... Internal Dept. Contact Info: CF<rEnv. Health ❑ Pla ing Qd3ulldingEl0th Contact Person: Phone: • S2/ FORWARD THIS FORM TO LAR IN DEVELOPMENT SERVICES FOR PROCESSING ....................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal ) ry DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Building) ❑ Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: YMC 7/1/03 °MRI• *o; �m$o a p ep��mpp a a�c2�eTa V1 ITC RUN- _ s a n tnT yti'a� H sp �Z<o vCN � �I�III111 ^O to NAM' NAO•//•/i'! n wopa �+ °Oa^a�t• vCN � �I�III111 ^O Al yt $° rz lip �a C gal FANO - ILI - - - p: Z o At Ct v _ ►J1 p I I W Cr Ln Ct .0 j v ,o la v o ra a 3 iUA g £ o£- _.Y Q 1r1 ri u t II = �i a 0 o I I I uj f V ({i ( r c ,i _ ` I a. z NQS - '• ,, + ^fir. I r. I�.• } .' "'* - - �.I ;.. r .. • r�' OL " _ a ,• sa � •�� � _Y _ -. .. w. � +ter ( � I J3 - ' - ._ �.. _ - . .. r_`. _ _ . o M M FI . v - Y Z: LA _AE ED i,4m C4 O C+ rt p Z: U), 0 . _ _ ,S'o1€I :e,eu6.g Environmental Health u34g0 t tuxieospue�_ • :6un�r,ed J U ®Z 2004 :ash -07 i' I :.�.,vnc�d�g��.d��la�lns - NOISIAIa DNINW.:.A.. p Chico, CA , .T... � - - ..... . =,.. .r - � ; .. -. -.. . w. r ,. .., �`...� t-_.ri ,.. - r .-r - ... . y • .. - y � 4 • -srr i - - � _r � .•.. . _ - - - -, . ' •' ' w i r - - . �.rc II Pt _ cc II Ln LA LO IV u U)ul in CE i z 3 i ri '� g h I I �yj� -•r d 'oo p �I # u w� dQ- ! - Mo in J I p c �Z tu vt z DIL I x Z ul" �• C4 �O10CjI r pul lu I ' V J O Environmental Health IL ILL J U L m 2 2004 - Chico, CA .- . ; � � < .• .-4 r • � .. � '.". -. , : . � - ` , ._.r ' ++r -._ i. .. r. , .• r ... f..,.. I r •` � , .�. _ .. � ' -- - -. _� _ • - - ., ti s .. ' .. .^ r. ti ` r - M • . • - �' ti _ � • June 24, 2003 Mr. Brian Wittsell P.O. Box 120 Chico, CA 95927 Subject: Assessor Parcel Number Dear Mr. Wittsell: e *!L;Juj .._He Count, LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 047-220-094, Uftout Lane, Chico This letter is in response to questions regarding APN 047-220-094. The parcel was created by Parcel Map 79-65, which was recorded on November 3, 1980. The parcel is approximately 40.1 acres. The parcel was created legally in accordance with the Butte County Code and the Subdivision Map Act. The property is designated as Agricultural Residential (AR) by the Butte County General Plan, which permits primary uses of single-family dwellings at rural densities and agricultural uses. The zoning on the parcel is A-40 (Agricultural — 40 acre minimum). The permitted uses in the A- 40 zone include one single-family dwelling, agricultural uses and other specific uses. The parcel, which is currently vacant, is in conformance with both the Butte County General Plan and Zoning. If someone wanted to build on the parcel the applicant would need to submit the required plans/information to the Butte County Department of Development Services Building Division for review and approval. As partof the process different Butte County Departments and Divisions would review and approval on the application. Each department would review the submittal for consistency with its regulations and standards. You sent me a copy of a California Department of Forestry (CDF) letter. If you have particular questions about CDF's regulations and standards, please contact CDF directly (538-7994). Sincerely, Mark Miche ena �. Associate Planner Butte County Department of Development Services Planning Division CC: Yvonne Christopher Michael Vieira Ted Crawford Joe Baker c� Jones, Karen E From: Hard, Keith Sent: Monday, April 25, 2005 11:17 AM To: Jones, Karen E Subject: plan approval Karen, I received your phone call regarding an approval on my plans. I have several questions and hopefully I'll talk with you regarding them. Please mail all the necessary paperwork to: KEITH HARD P.O. BOX 1449 CHICO, CA 95927 Thanks, Keith _ __ __ ������� � � � __ �.:r, - � -�-- ��:,�------._ ,, __: , <_,